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HomeMy WebLinkAboutSEPA E03-021 - MCCLELLAND CRAIG / BJSS DURATE BYRANT AIA - SCHOOL DISTRICT ADMINISTRATION OFFICE BUILDING DEMOLITIONNEW ADMINISTRATION BLDG 4414 S 144 ST E03 -021 • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) State of Washington County of King City of Tukwila I L Piyp b (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. AL - I certify that on ?- 2.U-D3 theAPublic Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at A44-118-1 s . ty N' St . so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number ED 3 - O. 1 . - I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. cum o■vAuFi A Signature S4i'4v Pk* r On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his /her voluntary act and deed for the uses and purposes mentioned therein. AND SWORN to before me this day of SEPA_APP -VU 1123,V3 NOTARY PUBLIC in and for the State of Washington residing at My commission expires City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: E03-021 Applied: 07/22/2003 Issue Date: 08/21/2003 Status: ISSUED Proponent: TUKWILA SCHOOL DISTRICT Lead Agency: City of Tukwila Description of Proposal: DEMOLITION OF EXISTING SCHOOL DISTRICT ADMINISTRATIVE OFFICES. STAND ALONE SEPA IS BEING SUBMITTED FOR THE BUILDING'S DEMOLITION IN ORDER TO DEMO BUILDING BEFORE BEGINNING OF SCHOOL YEAR A SEPARATE SEPA WILL BE SUBMITTED ADDRESSING IMPACTS OF CONSTRUCTION OF THE NEW ADMINISTRATIVE OFFICE BUILDING TO BE BUILT AT THE SAME SITE. Location of Proposal: Address: 4414 S 144 ST TUKW Parcel Number: 1523049106 Section /Township /Range: SE 15 -23 -04 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) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by ='P'�• i Z003 The lead agency will not act on this proposal for 14 days from the date below. Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 Avesl -1' 2 D) 2'001 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: Miscperm E03 -021 Printed: 08 -20 -2003 SEPA Review — E03 -021 Tukwila School District Administration Building Demolition August 20, 2003 Other Agencies of Jurisdiction: None Recommendation: Determination of Non - Significance (DNS) Existing Environmental Information: Letter Report: "Limited Phase II Subsurface Soil Assessment, In -place Abandoned Heating Fuel UST," prepared by Kleinfelder, Inc. August 15, 2003. Summary of Primary Impacts: Earth The site is generally flat with a five foot slope to the east. A small portion of the overall school campus site has a slope of 25 %. The soils are silty sand and gravel fill over glacial till topped with 3 -12 inches of brown organic topsoil. The overall 24 -acre site is completely developed as a school campus with the ' existing administration building, Showalter Middle School, Foster High School, athletic playing field/track and associated parking. There is an abandoned underground heating fuel storage tank on -site that will be removed during the demolition process. A recent soils investigation was conducted to assess the presence of petroleum in the soils around the storage tank (Letter Report: "Limited Phase II Subsurface Soil Assessment, In -place Abandoned Heating Fuel UST," prepared by Kleinfelder, Inc. August 15, 2003). The investigation found no evidence of petroleum hydrocarbons in the soil samples, however, it was determined that approximately one foot of petroleum product remains in the underground storage tank. This would indicate that the storage tank was not abandoned properly. The removal of the remaining fuel in the tank and the removal of the tank itself will occur following Department of Ecology and City of Tukwila regulations. Air Dust and internal combustion engine emissions associated with use of construction equipment will occur during demolition of the administration building. Best management practices will be required during construction activities to reduce and control dust and air emissions. These practices may include covering soil stockpiles, sweeping or washing paved surfaces, 2 c: \mydocs \Tukwila School District\SEPA Demo- staffrpt.doc SEPA Review — E03 -021 Tukwila School District Administration Building Demolition August 20, 2003 minimizing exposed areas and using construction machinery equipped with standard mufflers. Water There are no surface water bodies on or in the immediate vicinity of the site and there will there be no surface water or ground water withdrawals or diversions. No discharges of waste materials to surface waters will occur. An existing storm water system collects runoff from impervious surfaces and the building. This system will be deactivated for the demolition of the building; a separate SEPA will be submitted for the new administration building and the supporting utilities and infrastructure. Best management practices will be required during construction. Plants The site is developed with existing formal landscaping and lawn. This landscaping will be removed for the demolition of the existing administration building. New landscaping will be proposed as part of the permit to construct a new administration building, which will be considered under a separate SEPA. Animals The SEPA Checklist notes that songbirds have been observed on or near the site. It is likely that other small mammals such as rodents also frequent the project site. There are no known threatened or endangered species on or near the site. Energy/Natural Resources No energy /natural resources will be used for the demolition of the administration building other than fossil fuels to power construction equipment. A separate SEPA will be submitted for construction of the new administration building that will address the new building's energy and resource needs. Environmental Health Noise from the demolition of the existing buildings will occur during regular construction hours of 7:00 a.m. to 10:00 p.m. Construction operations will be required to comply with City of Tukwila noise ordinances. 3 c:\mydocs \Tukwila School District\SEPA Demo-staffrpt.doc SEPA Review — E03 -021 Tukwila School District Administration Building Demolition August 20, 2003 • • Land/Shoreline Uses The project site is located on South 144th Street on a 24 acre school campus consisting of Foster High School, track and athletic field, Showalter Middle School and the existing administration buildings. The zoning and comprehensive plan designations for the site are Low Density Residential (LDR). Location of the school buildings and related administration building are a conditional use in this district; as such, the construction of the new administration building will require a Conditional Use Permit, which will be reviewed by the Tukwila Planning Commission. This application will be filed at a future date along with a SEPA application for the construction of the new administration building. The school campus is generally surrounded by residential uses, either single family or multi - family with a King County library branch located across from Foster High School at S. 144th Street and 42nd Avenue South. The demolition of the existing administration buildings will not displace existing housing. No additional employees are anticipated to be hired as a result of the building demolition. Historic /Cultural Preservation There are no places or objects listed on or proposed for national state or local preservation registers on or near the site. Transportation The site is served by South 144th Street and Metro bus route #142. A bus stop is located across the street at 42nd Avenue South and S. 144th Street. The demolition of the existing building will generate an unknown number of trips by construction workers The SEPA application for construction of the new administration building will address transportation impacts of that project, however, the new building will house the same number of employees and it is expected to generate similar transportation impacts. Public Services The demolition of the existing structures is not expected to generate additional demand for for police and fire services. 4 c:\mydocs \Tukwila School District\SEPA Demo - staffrpt.doc SEPA Review — E03 -021 Tukwila School District Administration Building Demolition August 20, 2003 • • Utilities The existing utilities on site will be capped for future use when the new administration building is constructed. Recommendation Determination of Nonsignificance 5 c: \mydocs \Tukwila School District \SEPA Demo - staffrpt.doc • • 1 SITEJ z N S 154TH ST UK 1- co S 144TH ST VC\ITY VAP NO SCALE RECEIVED JUL 2 2 20031 COMMUNITY DEVELOPMENT NW 1/4 SE 1/4 S , TWN. 18N RNG. 2W W.M. 1 � 16 13 1 1 1 1 r- \ ENCE L4• W. PROP LINE FENCE 1.2' W. PROP LINE REMOVE DOST SIDEWALK TREE CONNECT TO EXIST M4NHOLE PROVIDE NEW SSMH. FOR NEW SANITARY SEWER LWES SEE URLRY PLAN. REMOVE EXIST ROOF DRAINS TYP. W COR WALL 0.6' W. PROP LINE 45% 1 %5 a/ oa 1K ■at. NOM .1211. Warr lib MTED OIL TANK IN THIS VICINITY. 7Ji4T 17 IS FILLED NCRE7E REMOVE TANK AND APPURTE�1E4NCES W ACCORMNCE STATE AND FEDERAL u)7ONS. MN RIM - 278.82 IE.269.22 (ABAND -N) IE- 269.12 (PLUG -SE) W COR WALL c wrlins UNE TALL pN�ENW SSMH. Oi -FENCE 0.3' E. PROP LINE ASPHALT 0.4' W. PROP LINE p�v � WOWS \ RM.275.22 \\ c1.IEa267.12 (13-N) IE.266.92 (GTR 8' CHAN) STREET TREE, • nb REMAIN - • — wrncnw s,, 0 -P 0 -T nr.wri S. 144TH ST. - — r I��v...Oii r OH o-mw le. `r o1 . I.rT .qn a•mw fN"M•„ ° MAILBOXI RECEIVED PJUL 2 2 2003 COMMUNITY DEVELOPMENT 'ING II ITEMS NO w0 UTILJTY D60RMATION NYLS OBTAINED FROM REST AVAILABLE SOURCES AT THE OF DESIGN. UTBJTIES MAY EXIST ON SITE TINT ARE NOT DEPICTED. CONTRACTOR BE SOLELY RESPONSIBLE FOR RELOCATION Of CONFLICTING DDSRNC UTILITIES .TER SHOWN OR NOT. CALL FOR LOCATES BEFORE BEGINNING CONSTRUCTION. EROSION CONTROL RESPONSIBILJTES NOTE; EROSION CONTROL MEASURES IRE NOT UNITED TO DIE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILJTIES SHALL BE AUDVAZO. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. .Juatma Spencer - Phase II Final Report.doc August 15, 2003 Kleinfelder Project No. 34178 Mr. Craig McCelland BJSS Durate Byrant, AIA 724 Columbia Street NW, Suite 400 Olympia, WA 98501 Subject: Letter Report Limited Phase II Subsurface Soil Assessment In -place Abandoned Heating Fuel UST 4640 South 144th Street Tukwila, Washington Dear Mr. McCelland: Kleinfelder is pleased to present this letter report . summarizing our findings and recommendations associated with a limited Phase II Subsurface Soil Assessment conducted adjacent to an abandoned heating fuel underground storage tank (UST) located at the above - referenced property. We understood that the UST was reportedly closed in -place several years ago. In general, the heating fuel product was reportedly removed from the UST and filled with concrete. RECEIVED AUG 18 2003 COMMUNITY DEVELOPMENT During the previous UST closure process, evidence of petroleum product was reportedly observed in the surrounding soils. We understand that a remediation contractor was retained to implement an in -situ soil remediation program to reduce the levels of petroleum- impacted soils. No information was available regarding the performance of the in -situ remediation activities or the UST closure process. We further understand that the City of Tukwila is planning on redeveloping the site in the near future. The redevelopment will consist of demolishing the existing buildings and removing the abandoned heating fuel UST. In order to assess the potential impacted of the inactive UST and petroleum- impacted soil on the proposed construction activities, Kleinfelder was retained by the City of Tukwila School District to further assess the potential presence of petroleum- impacted soil associated with the previous UST Closure program. Purpose AND SCOPE OF SERVICES The purpose of our assessment was to assess the presence of petroleum- impacted soil in the vicinity of the abandoned heating fuel UST. To accomplish this objective, we completed three strata -probe boreholes adjacent to the UST to assess the potential presence of petroleum - impacted soils. 34178/SEA3L239.doc Copyright 2003 Kleinfelder, Inc. Page 1 of4 Page Joanna Spencer - Phase 11 Final Report.c Page 3 Probe B -1 encountered refusal at 4 feet bgs. The driller advanced the probe into a void space, which appeared to be the top portion of the heating fuel UST. A probe was placed into the void and revealed approximately 1 foot of petroleum product approximately 8 feet bgs. The base of the UST as not punctured. We assume this is the inactive UST containing a residual level' of heating fuel product. Soil borings B -2 and B -3 were completed east of the heating fuel tank. No evidence of petroleum hydrocarbons was detected. Representative soil samples contained no detectable concentrations of petroleum hydrocarbons. CONCLUSIONS and Recommendations Subsurface exploration identified the presence of the inactive heating fuel UST located on the subject property. Evidence of approximately 1 foot of residual fuel product was identified in the UST. Based upon these findings, it appears that the inactive heating fuel UST was not properly abandoned. Analytical soil testing conducted in close proximity of the UST did not reveal the presence of petroleum hydrocarbons. We understand that the City of Tukwila School District is planning on demolishing the existin on -site buildings. We recommend that the liquid petroleum product in the UST be removed. nd transported offsite to an appropriate treatment facility. In addition, we recommend the UST be removed in accordance with applicable Department of Ecology UST regulations. Based upon our recommendation, Kleinfelder has received approval to remove the liquid petroleum product from the UST and remove the UST accessible. This work currently scheduled for the week of August 18th . We will provide a brief letter report summarizing the UST closure process. LIMITATIONS The scope of services described herein was intended to provide additional information regarding the presence of petroleum hydrocarbons in the vicinity of the inactive heating fuel UST on the subject property. This work was not designed to identify all potential concerns or to eliminate all risk associated with the subject property. Even the most rigorous of professional assessments may fail to identify all existing conditions. This work will not provide a guarantee regarding site contamination and may not generate sufficient data to accurately define the lateral and vertical extent of contamination. This work does not include other services not specifically described in the scope of services presented above. Property activities and regulations beyond Kleinfelder's control could change at any time after 34178/SEA3L239.doc Page 3 of 4 Copyright 2003 Kleinfelder. Inc. Joanna Spencer - Phase II Final Report.d Page 4 the completion of our property visit. Therefore, Kleinfelder's observations, findings and opinions can be considered valid only as of the date of the property visit and at the locations where samples were collected and tested. Our report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on site and off site) or other factors may change over time, and additional work may be required with the passage of time. Any party other than the client who wishes to use the generated report shall notify Kleinfelder of such intended use. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Non - compliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of the report by any unauthorized party. No warranty, express or implied, is made. CLOSING We trust this report meets your needs at this time and appreciate the opportunity to provide our consulting services to the City of Tukwila. Please contact the undersigned at (425) 562 -4200 if you have any questions or require additional information. Sincerely, KLEINFELDER, INC. Dennis J. O'Neill, LEG, LHG Senior Project Manager 34178/SEA3L239.doc Page 4 of 4 Copyright 2003 Kleinfelder, Inc. Joanna Spencer - Phase II Final Report._ Page 2 field activities In accordance with OSHA and state regulations, a site specific Health and Safety Plan was developed prior the field activities. All field personnel were required to implement the health and safety procedures presented in this document. Prior to implementing the drilling activities, Kleinfelder contacted a service that notifies public and private utilities of the proposed subsurface investigations. In response, the below -grade utility locations were identified by the utilities and their inferred location was marked on the ground surface. This information was used to aid in identifying the final locations of our proposed borings. On August 13, 2003, soil probes (B -1, B -2 and B -3) were completed at the subject property. The probes were advanced using a StratoprobeT"' direct push drill rig. Soil samples were collected at three -foot intervals for stratigraphic logging and field screening. Probes B -2 and B -3 were completed at depths of approximately 15 and 16 feet bgs, respectively. The borings were completed at a 25 to 30 degree angle to provide better access beneath the UST. Probe B -1 encountered refusal at approximately 4 feet bgs and thus was terminated at this depth. Decontamination procedures were performed in general accordance with Environmental Protection Agency (EPA) and Ecology established protocol. A licensed Kleinfelder geologist was present during the drilling and soil sampling to observe and document soil conditions. Soil samples were collected from each soil probe at 3 -foot intervals, using a modified split -spoon sampler, or slim -wall sampler. The soil samples were collected for soil identification and chemical analysis. All soil samples were visually observed for any identifiable signs of petroleum - related contamination and screened for the presence of heating fuel using a photoionization detector (P1D). After geologic logging, selected soil samples were placed into laboratory prepared jars, labeled, and placed into a chilled cooler for transport to the analytical laboratory for chemical analysis. The soil samples were analyzed for petroleum hydrocarbons by Ecology Method NWTPH —Dx. SUBSURFACE FINDINGS Subsurface exploration confirmed the presence of dense silty sand with some gravel underlain by silt. The field geologist observed no evidence of localized perched groundwater or shallow groundwater. 34 I 78/SEA3L239.doc Page 2 of Copyright 2003 Kleinfelder, Inc. • city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION July 30, 2003 Craig McClelland BJSS Duarte Bryant 724 Columbia Street NW, Suite 400 Olympia, WA 98501 RE: E03 -021, Tukwila School District Administration Building Dear Mr. McClelland: Your application for SEPA review for the demolition of the Tukwila School District administration building located at 4414 South 144th Street has been found to be complete on July 30, 2003 for the purposes of meeting state mandated time requirements. The next step is for you to install the notice board on the site within 14 days of the date of this letter. Attached is information on how to prepare and install the sign. Also, you must obtain a laminated copy of the Notice of Application to post on the board. Please call me 3 days prior to installing the notice board to arrange the pick up of the laminated Notice of Application. After installing the sign with the laminated notice, you must return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the City from requesting additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain any other necessary permits issued by other agencies. There may be permits from other agencies required which we have not identified. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at 431 -3661. Sincerely, Carol Lumb Senior Planner Enclosures cc: Reviewing City Departments c: \mydocs \Tukwila Adm. Bldg. \Complete.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PUBLIC INFORMATION SIGNS: Public Information Signs are intended to make the public aware of land use and development actions which are being considered by the City, to facilitate timely and effective public participation in the review process. "On -Site Posting Periods" for public information signs vary based on the type of permits being requested. These periods are shown in Type 1. SIGN INSTALLATION AND SPECIFICATIONS Sign Size and Placement The sign(s) shall be 4'x4' in size, placed no closer than five (5) feet from the right -of -way at the mid -point of the more heavily traveled public street fronting the property (see Figure 2). A minimum of one sign is required on each project site. Additional signs may be required for larger sites or for properties with several street frontages. The sign(s) cannot be located within the required clear vision area depicted in Figure 3. The sign shall be prepared using the . official templates provided in this packet or attachable letters (see Figure 4 and 5). Hand lettered signs are not acceptable. Signs meeting the established criteria may be obtained from any professional sign company. Signs Now in Tukwila (206) 271 -5465 and Fast Signs in Tukwila (206) 575 -2110 are two sign companies providing this service. You may consult the yellow pages to obtain quotes from other sign companies. Sign Content • The title "Notice of Land Use Action." • Type of land use or development action, which is proposed. • Name of the proposed project. • Address of project site. • Name of the Applicant. . • City of Tukwila logo (copy attached). • A graphic or written description of the site boundaries, and space for the Notice of Application and Notice of Public Hearing. • Additional information as the Director of Community Development may determine to be necessary to adequately notify the public of the pending land use application. G AAPPHAMLANDUSE.APFSEPAAPP.DOC, 07/04/03 NOTICE OF LAND USE ACTION Type of Action: Project Name:: Site Address: Applicant: J Site Map 14 "x21" Laminated Notice of Application 8.5 "x14" Laminated Public Notice 8.5 "x14" Laminated To Submit comments or obtain additional information Please contact the Department of Community Development at (206) 431.3670 6300 Southcenter Blvd. #103 Tukwila, WA 98188 7 to 9 feet To See Figure 4 for a copy of the City Seal Top of Notice Sign shall be T to W above grade Sign Materials Use 4'x4'x12' Post Use 4'x4' Plywood Use 1!7'X3" Gale Lag Bolts w /washers Sign Lettering Use Hehetica Laming Bladk Lettering on White Background for all but the Board Tide Red Lettering on White Background for the Board Tree "Notice of Land Use Action" Logo 8 inch diameter See Figure 3 for lettering sizes and placement 7 I — 1111 - 110 1111- 1111" -1 :1111 =1111 =1111= 1111 =111. E1111 =1111 =1111 - 1111.1 :101It: 1111 = 11!1 -1111 =Ill =1111= 1111 =1111= 1111 =1 1111 = .a1 =101 =1111 ="1 1-1111- 1111 - 1111 - 1111 - 1111- 1111—.Ial- :11111= 1111= 1111=1111= 1111 =1111 =1111= :.'MI 1111 =1111 = 1111 -1111= 1111E —Iltle : 1111 =1111= 1111 = 1111 = 1111 =11!1 °_1111- =1111.= 1111 = 1111= 1111 = 1111 =1111 =1111= - - -_a 1111 = 181 = 1111 =101= 1111 =11a =101= 1..._ P. \Red Book\SEPA_APP.DOC 01 /23/03 Notice Sign shall be located at the SIanderavd midpoint of the site street frontage Posts should be placed no less than 2'-6" below grade Public Notice Board Sign Location Example FIGURE 2 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, HEREBY DECLARE THAT: 1/1444q 60 Notice of Public Hearing Determination of Non- Significance Project Number: CO3 _ 0,?/ Notice of Public Meeting Person requesting mailing: n g Likiih rr Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of-Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this p` i day of in the year 2003 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: 1 LI iims !a cei,c4571° aid-'. iv - $12 Project Number: CO3 _ 0,?/ Mailer's Signature: ���� J /' id/rAa rk Person requesting mailing: n g Likiih rr P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Smooth Feed SheetsTM Tukwila City Of 6200 South er Blvd Tukwi A 98188 King County Ho g Auth 15455 65t . - ve S Tukw' ., WA 98188 Susan Anderson 16019 7th W Burien A 98166 • King County Housing Auth 15455 65th Ave S Tukwila, WA 98188 Peter Klacan 14435 42nd Ave S Tukwila, WA 98168 Sam & Eredulin Martin 14406 42nd Ave S Tukwila, WA 98168 Scott & Sharon Label 4226 S 146th St Tukwila, WA 98168 An Tran & Cay Nguyen 7020 Rainier Ave S #404 Seattle, WA 98118 Flory Callueng 12908 8th Ave S Seattle, WA 98168 Jack Morrison 4419 S 144th St Seattle, WA 98168 Dagnew Desta 4431 S 144th St Tukwila, WA 98168 King County Ho : Auth 15455 65ti - e S Tuk WA 98188 Susan Anderson 16019 7th Burien(A. 98166 He : Turley 4056 S Seattle, Minh Pham 14414 42nd Ave S Tukwila, WA 98168 Scott Label 4226 S 14 . t Tukw• ., A 98168 Kenneth & Cathryn Vannice 4223 S 144th St Tukwila, WA 98168 ' City Of Tukwila 6200 Sout - er Blvd Tukw':, A 98188 Orva Morrison 4419 S 144th St Seattle, WA 98168 Use template for 5160® City Of Tukwila 6300 So er Blvd Tu a, WA 98188 Susan Anderson 16019 7th Ave SW Burien, WA 98166 Susan Anderson 16019 7th Buri- •, A 98166 Count Housing Au 15455 65t e S Tu ••., WA 98188 Scott Label 4226 S 1 : t T -• i a, WA 98168 Scott Label 4226 S 146 Tukw•:, A 98168 Tri & Nga Nguyen 4229 S 144th St Seattle, WA 98168 Lynn Farnam 231 S 177th PI #C202 Burien, WA 98148 Haso & Edina Misut 4433 S 144th St Tukwila, WA 98168 Mary Geros Haso & Edina Misut 4435 S 144th St 4439 4 St Tukwila, WA 98168 T 98168 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® Leo & Mary Ann Nelson Robert & Kathi Sullivan 2150 S Pe. : ; 4461 S 144th St Sea , ' A 98108 Tukwila, WA 98168 I I Leo & Mary Ann Nelson 2150 S Pearl St Seattle, WA 98108 Kim Poulson 14421 46th Ave S Tukwila, WA 98168 Joyceanne Hagberg 14453 46th Ave S 1 Tukwila, WA 98168 Glenn Olson 4452 S 146th St Seattle, WA 98168 Florence Condon 15618 44th Ave S Seattle, WA 98188 John Litras 4418 S 146th St 13131Z1x�1I"Ave S Tukwila, WA 98168 Kent,A 32 Kim Poulson 14421 46 . Ave S T a, WA 98168 Norman Olson 14441 46th Ave S Seattle, WA 98168 Kenneth Lum & Jodie Chin 4444 S 146th St Seattle, WA 98168 John & Sheri Huntington 4434 S 146th St Tukwila, WA 98168 Sheryl Schindler 4400 S 146th St Tukwila, WA 98168 William Bayh Jr. 4244 S 146th St Tukwila, WA 98168 ; Michael Godsey 4240 S 146th St Seattle, WA 98168 Scott & Sharon Lat 4226 S 146th -Sf Seattle; WA 98168 AVERY® Address Labels John Marchiando 4406 S 146th St Seattle, WA 98168 Charles & Sharon Kidd 4242 S 146th St Tukwila, WA 98168 Arthur Leon Mcdonald 4246 S 146th St Seattle, WA 98168 Ellsworth & Mary Burnham 14437 46th Ave S Seattle, WA 98168 Kristin Olsen 14447 46th Ave S Tukwila, WA 98168 Kevin & Jobe Sheila Cuba 4440 S 146th St Tukwila, WA 98168 Timmons John Shipley John Shipley Timmons 6533 Seaview Ave NW #205A Seattle, WA 98117 Isla Wright 1313 Cent eS Kent 98032 Keith & Carolyn Haas 4260 S 146th St Tukwila, WA 98168 Mirsad & Larisa Levonovna Saric 4238 S 146th St Tukwila, WA 98168 Loren & Kyeong Hi Decker 4234 S 146th St Tukwila, WA 98168 Scott & Sharon Label Scott & Sharon Label 4226 S 146th 4226 S 146 Seattle 98168 Seatt , A 98168 Laser 5160® Smooth Feed SheetsTM Scott & Sharon L 4226 S 14th- t SeUl , WA 98168 David & Bonny Lisby 14428 46th Ave S Seattle, WA 98168 Lavonne Ellefson 14408 46th Ave S Tukwila, WA 98168 Lucille Miller 4629 S 144th St Seattle, WA 98168 Crilli & Edna Lockhart 4641S Seattle, W, 8168 • Grace Taylor 4204 S 146th St Seattle, WA 98168 John & Margaret Joseph 14414 46th Ave S Tukwila, WA 98168 Ward Merkeley 2004 S Oneida PI Spokane, WA 99203 Use template for 5160® Grace Taylor 4204 S 146 Seattle A 98168 Candalaria Alvarez ` 14424 46th Ave S Tukwila, WA 98168 ' Substance Abuse Tr Conquest PO Box 667 Edmonds, WA 98020 Michael Dietsch Crill. , & Edna . ckhart 3909 E Howell St 4641 S 4 t Seattle, WA 98122 Seattle 'A ' :168 Larrie & Jacalyn Chmela 4727 S 144th St Tukwila, WA 98168 Kim Nguyen j One Lp Psig 10729 47th Ave`S`— 4720 200th St SW #203 T i1a; WA 98178 Lynnwood, WA 98036 Timmons John Shipley 6533 Seavievrkve NW #205A Seattle; WA 98117 Clarence Smith 4915 S 144th'St Tukyci1(WA 98168 Beneficial Mortgage Corp 5026 S 146th St Tukwila, WA 98168 Wayne Weber 4624 S 146th St Seattle, WA 98168 Oliver & Sharon Muth 5021 S 144th St Seattle, WA 98168 Clarence & Lisa Smith 4915 S 144th•Sr- Tukwila; WA 98168 Thomas & Donna Mauzeralle 4806 S 146th St Seattle, WA 98168 Mary Jane Pierre 4620 S 146th St Seattle, WA 98168 Kim Nguyen 10729 47th Ave S Tukwila, WA 98178 Mauritz Larson 4817 S 144th St Seattle, WA 98168 C nce & Lisa Smith 4915 .• • a St T a.W '8168 Oliver & Sharon Muth 5021 S 144th Seatt A 98168 Robert Olsen 4642 S 146th St Seattle, WA 98168 Brian Boye 4616 S 146th St Tukwila, WA 98168 AVERY® Address Labels Laser 5160® . . Smooth Feed SheetsTM Use template for 5160® • • George & Renate Tim lick Merl Manley Katrina Dohn 14448 46th Ave S 14460 46th Ave S 14442 46th Ave S Tukwila, WA 98168 Seattle, WA 98168 1 Tukwila, WA 98168 John & Donna Sherrill 510 S 111thSt Seattle, WA 98168 AVERY® Address Labels Laser 5160® CHE IST: ENVIRONMENTAL REVIEW /SHORELINE PS MAILINGS FEDERAL AGENCIES () U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES () OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. ( ) DEPT OF FISHERIES & WILDLIFE ( ) DEPT OF SOCIAL & HEALTH SERV. ( ) DEPT OF ECOLOGY, SHORELAND DIV ( EPT OF ECOLOGY, SEPA DIVISION' ( ) OFFICE OF ATTORNEY GENERAL SEND CHKLIST W/ DETERMINATIONS SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS & REC () K.C. ASSESSORS OFFICE SCHOOLS /LIBRARIES TUKWILA SCHOOL DISTRICT ---.9 L t..- 4' >'tUKWIUI[LIBRARY ✓ OeS' ✓S () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY () QWEST ( ) SEATTLE CITY LIGHT ()PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES UTILITIES CITY AGENCIES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTME TS: 1jy1 W0A44A-IN„ 4--)X PUBLIC WORKS FIRE `TayVta C) O POLICE ( ) FINANCE () PLANNING , () BUILDING ( ) PARKS & REC. () MAYOR ( ) CITY CLERK ( ) HEALTH DEPT ( ) PORT OF SEATTLE K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR ( K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES EOSTERRLIBRARY C PUBLIC LIBRARY HIGHLINE SCHOOL DISTRICT SEATTLE SCHOOL DISTRICT RENTON SCHOOL DISTRICT OLYMPIC PIPELINE V-iWTE 3EWE7GT WATER DISTRICT #20 )�W'AT� ,ER,M,DIS RIOT1##12S CITY OF RENTON PUBLIC WORKS BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT () RENTON PLANNING DEPT ()CITYOFSEA -TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS () TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES () PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM ( ) FISHERIES PROGRAM ( ) WILDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMINISTRATIV E \FORMS \CHKLIST.DOC MEDIA () DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW 511-14) mpncr- S P4IC 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) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part 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 Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -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). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit 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 with structures & shoreline — Grading Plan - Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:\ ADMINISTRATIVE \FORMS \CHICLIST. DOC • City of Tysicwi • Steven M. Mullet, Mayor Department of Community Development August 20, 2003 MEMORANDUM To: Steve Lancaster, Director /AA Fm: Carol Lumb, SerfffPlanner Steve Lancaster, Director Re: Project File No. E03 -021: Tukwila School District Administration Building Demolition Project Description: The project is the proposed demolition of the existing Tukwila School District administration building and removal of a portable building. The school district would like to demolish the existing building prior to the resumption of classes in the fall, as the existing building is located on the Showalter Middle School campus. A separate SEPA application will be filed for the construction of the new administration building that is proposed to locate on the same site. Approval of the construction of the new administration building also requires approval of a conditional use permit. Proponent: Tukwila School District Location: 4414 South 144th Street Date Checklist prepared: 7/22/03 Lead Agency: City of Tukwila, Department of Community Development Challenges to Document: None 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Carol Lumb - Re: Pro os� ed City of Tukwila School District Adminstrative Buildin From: To: Date: Subject: Joanna Spencer dennis o'neill 8/19/03 9:04AM Re: Proposed City of Tukwila School District Adminstrative Building I don't need anything fancy. A copy of your fied notes /measurements should do it. I assume these boring were located with dimensions measured from some fixed objects. »Joanna »> " dennis o'neill" <doneill @kleinfelder.com> 08/19/03 06:57AM »> Joanna, We can provide a plot plan showing the boring locations; however, the school district was trying to save engineering cost for such a small project. The soil borings were completed within ten feet of the UST. In addition, they were completed at an angle to obtain soil samples in closer proximity beneath the UST. It should also be noted that the presence of multilple underground utilities adjacent to the UST inhibited placing the soil borings closer to the tank. As far the previous report go, we do not have copies of the reports. I recommend contacting Craig McClellan (360) 943 -4650 the Architect or Bill Van deBogert (206) 901 -8003, the owners representative. Please call if you have any questions KLEINFELDER EXPECT MORE Warning: Information provided via electronic media is not guaranteed against defects including translation and transmission errors. If the reader is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this information in error, please notify the sender immediately. CC: Carol Lumb; Donald Tomaso; Joanna Spencer State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(7ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I 0,11 Uav, t&Q ¢;�r 1 (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires m to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on it) 103 the Public Notice Board(s) in accordance with Section 1�8.�L0 .110 and the other applicable guidnes were posted on the property located at 9 c 210 S. ) y 2+ '„ so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager' Signature On this day personally appeared before me CJ.�.,``kS �j' 8�j to me known to be the individual who executed the foregoing instrument ands acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this 54k day of A''JQ O t , 020 . L. C A R D E N AVTA(RY PUBLIC in-and- for -Cte State of Washington STATE OF WASHINORIl ig at C,OUv'i -._( NOTARY - - ° -- PUBLIC MY COMMISSION EXPIRES I� q tInission expires on L l' /tY4 (3 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, s;11 Jc Ack, 4*'3 HEREBY DECLARE THAT: .i dal Iv;„ Notice of Public Hearing Determination of Non- Significance Notice of Public Meeting Mitigated Determination of Non- Significance hIAiA Board of Adjustment Agenda Pkt ,►, Determination of Significance & Scoping Notice S - Board of Appeals Agenda Pkt Person requesting mai 1 i ng : '-j'�„ k w N 1< Notice of Action s -1:r '` Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda x Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this J day of awyZA in the year 20t)3 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: --c-,„lu,,Aa alXw•„h xl.kAli,•tAko■., hIAiA Project Number: En 3 0 0) ,►, Mailer's Signature: Li 41/0 1 W y74 S - Person requesting mai 1 i ng : '-j'�„ k w N 1< L_wjj� s -1:r '` P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Smooth Feed SheetsTM CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 ' CURRENT RESIDENT 3465 S 146TH ST TUKWILA ' A 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESI 14410 SE 144TH S RENTON • WA 98059 CURRENT RESIDENT ; 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RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST i TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST F TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 • CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT. 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 1 CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 CURRENT RESIDE 14410 SE 144TH ST RENTON WA") • CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 CURRENT RESIDENT 14410 SE 144TH ST N WA 980 Use template for 5160® CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 ENT RESIDENT 14410 SE 144TH ST ,./''RENTON WA 98059 RRENT RESIDENT 14410 - TH ST RENTON WA 98 1 9 CURRENT RESIDENT 14410 SE 144TH ST RENTON WA 98059 AVERY® Address Labels Laser 5160® Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , S w1 HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non- Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice ,8 . Li.emc k Board of Appeals Agenda Pkt Person requesting mailing: Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this day of in the year 2003 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ivt Project Name: C"a,4-s, j.e at-ye Project Number: f03-02.. Mailer's Signature: ,8 . Li.emc k 4 Person requesting mailing: L,(4,0 ti P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM CHAIST: ENVIRONMENTAL REVIEW /SHORELINE Pa MAILINGS FEDERAL AGENCIES ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES ( ) OFFICE OF ARCHAEOLOGY ()TRANSPORTATION DEPARTMENT ( ) DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE ( ) DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION' DEPT OF ATTORNEY GENERAL SEND CHKLIST W/ DETERMINATIONS SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS &REC ( ) K.C. ASSESSORS OFFICE UKWILA SCHOOL DISTRICT UKWILA LIBRARY RENTON LIBRARY ( ) KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) ()WEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) FIRE ( ) FINANCE () BUILDING ( ) MAYOR ( ) PUBLIC WORKS ( ) POLICE ( ) PLANNING ( ) PARKS & REC. ( ) CITY CLERK SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES ( ) HEALTH DEPT () PORT OF SEATTLE C.C. DEV & ENVIR SERVICES -SEPA INFO CNTR () K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES FOSTER LIBRARY ( K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE )(VAL -VUE SEWER DISTRICT ( )WATER DISTRICT #20 'VATER DISTRICT #125 () CITY OF RENTON PUBLIC WORKS () BRYN MAWR- LAKERIDGE SEWER/WATER DISTRICT () RENTON PLANNING DEPT ( ) CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* * NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM ( ) FISHERIES PROGRAM ( ) WILDLIFE PROGRAM MEDIA () SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P: \AD MINI STRATI V E \FORMS \CHKLI ST. DOC ( ) DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY >540UND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER () HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.VWWV PU IC NOTICE MAILINGS FOR PETS 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) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part 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 Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -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). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit 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 with structures & shoreline - Grading Plan - Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P: ADMINISTRATIVE \FORMS \CHKLIST.DOC (-I CITY OF TUKWILA NOTICE OF APPLICATION The Tukwila School District has filed an application to consider the environmental impacts of demolishing the existing administration building, located at 4414 South 144th Street. Demolition of this building triggers environmental review known as SEPA. In the future, the District will be applying for a Conditional Use Permit for the construction of a new administration building on the existing site. This will trigger a SEPA review as well. Permits applied for include: E03 -021, SEPA Review Other known required permits include: Demolition Permit, Conditional Use Permit, SEPA review for construction of the new administration building. Studies required with the applications include: None at this time. FILES AVAILABLE FOR PUBLIC REVIEW The project file is available at the City of Tukwila. To view the file, you may request it at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: E03 -021 OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at the address above or postmarked no later than 5:00 P.M., August 15, 2003. Opportunity for additional spoken and written public comments will be provided at a future public hearing before the Tukwila Planning Commission when the City considers the Conditional Use Permit for construction of the new administration building. Notice of the hearing date will be mailed and posted at least 14 days prior to the hearing. To confirm the date, call the Department of Community Development at (206) 431 -3670. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. For further information on this proposal, contact Carol Lumb at (206) 431 -3661 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: 7/22/03 Notice of Completeness Issued: 7/30/03 Notice of Application Issued: 8/01 /2003 c:\mydocs \Tukwila School District\NotApp.doc NW 1 /4 SE 1 /4 SE•16 TWN. 18N RNG. 2W W.M. r- L_ 1 NCC 1.4' W. PROP LINE T' \ ENCE 1.7' W. PROP LINE r . rt2C Cl REMOVE EXIST SIDEWALK TREE CONNECT TO EXIST &PINHOLE PROWDE NEW SSMH. FOR NEW SANITARY SEWER LINES SEE unurr PUN REMOVE EXIST ROOF DRAINS, TV. COR WALL 0.5' W. PROP UNC ,;.. ,„ /ATED OIL TANK IN THIS VICINITY. •7$47 17 1S FILLED "CRETE REMOVE TANK AND APPURTEMIC S IN ACCORDANCE STATE AND FEDERAL 4TTDNS. MM RN.278.82 5- 269.22 (ABAND -N) 5-269.12 (PLUO -SE) W C0R WALL c br WE TALL 1111. SSMH. $ I O kCE 0.3" E. PROP LINE ASPHALT 0.4' W. PROP LINO 0-P o-T J sma7 TREE, , IQ, REMAIN - S. 144TH ST. m.r I I OM. nrn.-a III Mika? =OW= /•r.a Ra Y P.M amr �a ,r Rt;:v5.22 5- 28'1.12 (B'PVC -N) 5.266.92 (CM B' MAN) r1NC U11 11FS NO • NO UTILITY B4FORYA7ON WAS OBT"NED FROM BEST AVASABLE SOUROCS AT THE OF DESIGN. UTBIIRS MAY EXIST ON sat flIAT ARE NOT DEPICTED. CONTITACTON BE SOLELY minima FOR RELOCATION OF CONRICTRIG mom UTIUNES ,ER SPOON OR NOT. CALL FOR LOCATES BEFORE BEDNNINC CONSTRUCTION. EROSION CONTROL RESPONSIA!LITES NOTE; EROSION CONTROL MEASURES ARE NOT UNITED TO THE ITEMS ON TNESE PLANS. THE CONTRACTOR 1S RESPONSIBLE FOR THE INSTALLATION MD MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHNL. BE ALLOVCD. CARE SHALL BE TMODII TO PREVt T NICRATION OF SILTS TO OFF -SITE PROTONIC. a MAILBOX RECEIVED ?JUL 2 2 2003 COMMUNITY DEVELOPMENT Smooth Feed SheetsTM Tukwila City Of 6200 Southc ne er Blvd Tukycrla(WA 98188 King County H g Auth 15455 65th e S Tukwil A 98188 Susan Anders 16019 7t ve SW Burie A 98166 Peter Klacan 14435 42nd Ave S Tukwila, WA 98168 Sam & Eredulin Martin 14406 42nd Ave S Tukwila, WA 98168 Scott & Sharon Label 4226 S 146th St Tukwila, WA 98168 An Tran & Cay Nguyen 7020 Rainier Ave S #404 Seattle, WA 98118 Flory Callueng 12908 8th Ave S Seattle, WA 98168 Jack Morrison 4419 S 144th St Seattle, WA 98168 Dagnew Desta 4431 S 144th St Tukwila, WA 98168 • • City Of Tukwila 6300 South er Blvd Tukwi A 98188 King County Housing Auth 15455 65th Ave S Tukwila, WA 98188 Use template for 5160® AVERY® Address Labels King County Housing Auth 15455 65th Tukwila A 98188 Susan Anderso 16019 7th eSW Burie A 98166 Herman Turley 4056 S 146th St Seattle, WA 98168 Minh Pham 14414 42nd Ave S Tukwila, WA 98168 Scott Label 4226 S 146t Tukwilar4A 98168 Kenneth & Cathryn Vannice 4223 S 144th St Tukwila, WA 98168 City Of Tukwil 6200 Sou enter Blvd T WA 98188 Orva Morrison 4419 S 144th St Seattle, WA 98168 Mary Geros 4435 S 144th St Tukwila, WA 98168 (8 Susan Anderson 16019 7th Ave SW Burien, WA 98166 Susan Anderson 160197 . eSW B , WA 98166 Count Housing th King 15455 65th e S Tukwil A 98188 Scott Label 4226 S 146 Tukw ., A 98168 Scott Label 4226 S 146 Tukwila.GA 98168 Tri & Nga Nguyen 4229 S 144th St Seattle, WA 98168 Lynn Farnam 231 S 177th PI #C202 Burien, WA 98148 Haso & Edina Misut 4433 S 144th St Tukwila, WA 98168 Haso & Edina Misut 4439 S 144th St Tukwila, WA 98168 Laser 5160® Smooth Feed SheetsTM Leo & Mary Ann Nelson 2150 S Pearl St Seattle, WA 98108 Kim Poulson 14421 46th Ave S Tukwila, WA 98168 Joyceanne Hagberg 14453 46th Ave S Tukwila, WA 98168 • Leo & Mary Nelson i' 2150S' .1St Sea' -. WA 98108 Glenn Olson 4452 S 146th St Seattle, WA 98168 Florence Condon 15618 44th Ave S Seattle, WA 98188 Kim Poulson 1442146 e S Tu WA 98168 Norman Olson 14441 46th Ave S Seattle, WA 98168 Kenneth Lum & Jodie Chin 4444 S 146th St Seattle, WA 98168 John & Sheri Huntington 4434 S 146th St Tukwila, WA 98168 John Litras 4418 S 146th St Tukwila, WA 98168 Sheryl Schindler 4400 S 146th St Tukwila, WA 98168 William Bayh Jr. 4244 S 146th St Tukwila, WA 98168 Michael Godsey 4240 S 146th St Seattle, WA 98168 Scott & Sharon Label 4226 S 1461 Seattlg,- A 98168 • Use template for 5160® Robert & Kathi Sullivan 4461 S 144th St Tukwila, WA 98168 Ellsworth & Mary Burnham 14437 46th Ave S Seattle, WA 98168 Kristin Olsen 14447 46th Ave S Tukwila, WA 98168 Kevin & Jobe Sheila Cuba 4440 S 146th St Tukwila, WA 98168 Timmons John Shipley John Shipley Timmons 6533 Seaview Ave NW #205A Seattle, WA 98117 Isla Wright 1313 Central Ave S Kent, WA 98032 John Marchiando 4406 S 146th St Seattle, WA 98168 Charles & Sharon Kidd 4242 S 146th St Tukwila, WA 98168 Arthur Leon Mcdonald 4246 S 146th St Seattle, WA 98168 Scott & Sharon Label 4226 S 1 t S e, WA 98168 Isla Wright 1313 Central Kent, 98032 Keith & Carolyn Haas 4260 S 146th St Tukwila, WA 98168 Mirsad & Larisa Levonovna Saric 4238 S 146th St Tukwila, WA 98168 Loren & Kyeong Hi Decker 4234 S 146th St Tukwila, WA 98168 i Scott & Sharon Label 4226 S 1461 Sjattl , A 98168 AVERY® Address Labels Laser 5160® Smooth Feed Sheets"' Scott & Sharon L 4226 S 14. t Sea ' A 98168 David & Bonny Lisby 14428 46th Ave S Seattle, WA 98168 Lavonne Ellefson 14408 46th Ave S Tukwila, WA 98168 Lucille Miller 4629 S 144th St Seattle, WA 98168 Crillion & Edna Lockhart 4641 S 144th St Seattle, WA 98168 Kim Nguyen 10729 47th Tukw• :, A 98178 Timmons John Shi 6533 Seaview e NW #205A Seattle, 98117 Clarence Smith 4915 S 144 Tukwila! 'A 98168 Beneficial Mortgage Corp 5026 S 146th St Tukwila, WA 98168 Wayne Weber 4624 S 146th St Seattle, WA 98168 Use template for 5160® • Grace Taylor • Grace Taylor 4204 S 146th St 4204 S 146th St Seattle, WA 98168 Seattle, W ' : 68 John & Margaret Joseph 14414 46th Ave S Tukwila, WA 98168 Ward Merkeley 2004 S Oneida PI Spokane, WA 99203 Michael Dietsch 3909 E Howell St Seattle, WA 98122 Larrie & Jacalyn Chmela 4727 S 144th St Tukwila, WA 98168 One Lp Psig 4720 200th St SW #203 Lynnwood, WA 98036 Oliver & Sharon Muth 5021 S 144th St Seattle, WA 98168 Clarence & Lisa 4915S14-. t Tukw•: A 98168 Thomas & Donna Mauzeralle 4806 S 146th St Seattle, WA 98168 Mary Jane Pierre 4620 S 146th St Seattle, WA 98168 Candalaria Alvarez 14424.46th Ave S Tukwila, WA 98168 Substance Abuse Tr Conquest PO Box 667 Edmonds, WA 98020 Crillion & Edna Lockhart 4641 S 144th St Seattle, WA 98168 Kim Nguyen 10729 47th Ave S Tukwila, WA 98178 Mauritz Larson 4817 S 144th St Seattle, WA 98168 Clarence & Lisa Smith 4915 S 144th St Tukwila, WA 98168 Oliver & Sharon Mu 5021 S 144th Seattle 98168 Robert Olsen 4642 S 146th St Seattle, WA 98168 Brian Boye 4616 S 146th St Tukwila, WA 98168 AVERY® Address Labels Laser 5160® Srnooth Feed SheetsTM George & Renate Timlick 14448 46th Ave S Tukwila, WA 98168 John & Donna Sherrill 510S111thSt Seattle, WA 98168 NI• V tio2 S. /48T-" '7• 364/74.E, WA 98/48 Merl Manley 14460 46th Ave S Seattle, WA 98168 • Use template for 5160® Katrina Dohn 14442 46th Ave S Tukwila, WA 98168 AVERY® Address Labels Laser 5160® CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431- 3670FAX,(206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us 1 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, epgineer \contractors orothgrla,res4tives the right to enter upon Owner's real L‘ property, located at !o tip 6m0,0 :--. \ I-1 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees``- w . EXECUTED at 1;\K 1 4 (city). W (state), on ' (o 3 / /) 011Dfe—Nr (Print Name) y t 1, L) / 5o 3 t J (Address) Do ) 003 (Phone Number) o� (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. , SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF > Cv�1 , 20 O Y PUBLI(Tin anif for the State of Was mgton L. CARDENASresidin at STATE OF YIASHINGT,�h�o mission expires on 10- 0(4-03 IC LAvG COu -( NOT ARN: °I Ri.IC MY COMMISSION E.X.c'RFS .0 C4 ^3 METROSCAN PROPERTY PROFILE Parcel ID :004000 0900 Owner :City Of Tukwila CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories Units Easements Nuisance Bldg :1 :3730 S 148th St Tukwila 98168 :6300 Southcenter Blvd #100 Tukwila Wa 98188 :11/21/2002 Doc# :1515 Deed :Quit Claim Type : :011 RES,APARTMENT :HDR :Edgewood Apts :BLK 7 LOT POR ADAMS HOME TRS POR :OF S 30 FT OF LOTS 10 & 11 &W 1/2 :OF LOT 23 & ALL OF LOT 24 & POR OF PROPERTY 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSqFt :3 Garage Type :68 Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Beach Acc : WtrFront WtrFntLoc : WtrFrntFT : OWNERS :City Of Tukwila :Aminpour Mohammad;+ :Saxon William R Trustee Lot SqFt Lot Acres Lot Shape Tde /Upind TopoProbd :103,988 :2.39 :Corner Lot Total :$2,500,000 Land :$519,900 Struct :$1,980,100 %Imprvd :79 Levy Cd :2413 2003 Tax :$32,776.63 Phone Vol :11 Pg :31 MapGrid :655 E4 NbrhdCd :050020 -- CENSUS -- Tract :282.00 Block :3 QSTR :NW 22 CHARACTERISTICS Year Built Eff Year Bldg Matl Bldg Cond Bldg Grade Interior :70,620 Insulation HeatSource Heat Type Air Method Wtr Source Sewer Type Purpose 23N 04E :1968 :1981 :Wood Frame :Avg :Hot Water :Water District :Public OTHER INFORMATION St Surface :Paved Elevator :Yes Sprinklers :No Golf Adj :No TRANSFER HISTORY DATE / DOC # PRICE :04/16/2002 3154 :04/15/2002 724 :$3,686,400 :07/31/1996 2413 :$2,000,000 :Aminpour Mohammad & Zohre Soundproof : Storage Security DEED :Warrant :Warrant :Warrant TYPE • W M0,750 :Cony :$1,450,000 :Cony Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID :004000 0853 Bldg :1 Total :$1,762,000 Owner :Cara LIc Land :$380,600 CoOwner Struct :$1,381,400 Site Addr :3515 S 146th St Tukwila 98168 %Imprvd :78 Mail Addr :18926 83rd Ave W Edmonds Wa 98026 Levy Cd :2413 Sale Date :11/26/2002 Doc# :1777 2003 Tax :$23,102.85 SalePrice Deed :Quit Claim Phone . Loan Amt :$1,840,000 Type :Conv Abn Amro Mortgaga/ol :11 Pg :31 Use Code :011 RES,APARTMENT MapGrid :655 E3 Zoning :RC NbrhdCd :050020 Prop Desc :0I Cara Apts -- CENSUS -- Legal :BLK 7 LOT 6 -7 ADAMS HOME TRS N Tract :281.00 :253.65 FT OF 6 -7 LESS E 91.47 FT Block :1 :OF S 5 FT OF N 253.65 FT OF 7 LESS QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1970 Bath Full 2nd Floor SF Eff Year :1983 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :39,168 Insulation Deck DeckSqFt HeatSource : Stories :3 Garage Type Heat Type :Elec Wall Units :48 Attached GrgSF : Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance : Basement Grade Purpose . LAND INFORMATION OTHER INFORMATION St Access :Public Beach Acc : WtrFront : WtrFntLoc : WtrFrntFT : Lot SqFt :54,383 St Surface :Paved Soundproof : Lot Acres :1.25 Elevator :No Storage Lot Shape : Sprinklers :No Security Tde /Upind : Golf Adj :No TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED TYPE :Addicott Rodney A/Loretta P :05/21/2002 2676 :$2,489,200 :Warrant :$1,875,000 :Seller :Chen Henry LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal :004000 0332 :C /A Hua Limited Partnership Bldg :1 :3430 S 146th St Tukwila 98168 :PO Box 1702 Issaquah Wa 98027 :08/03/1999 Doc# :1527 Multi- parcel Deed :Quit Claim Type : :011 RES,APARTMENT :HDR :Victoria Arms :BLK 2 LOT 32 ADAMS HOME TRS LESS N :103 FT Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories :2 Units :25 Easements : Nuisance PROPERTY CHARACTER 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt :13,104 DeckSqFt Garage Type Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Lot SqFt Beach Acc : WtrFront WtrFntLoc : WtrFrntFT : OWNERS :Hua Alan /Chin Lin Lot Acres Lot Shape Tde /Upind TopoProbd :27,141 :.62 Total :$592,000 Land :$108,500 Struct :$483,500 %Imprvd :82 Levy Cd :2413 2003 Tax :$7,766.51 Phone Vol :11 Pg :31 MapGrid :655 D3 NbrhdCd :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E ISTICS Year Built :1968 Eff Year :1981 Bldg Matl :Wood Frame Bldg Cond : Bldg Grade :Avg Interior Insulation HeatSource : Heat Type :Elec Wall Air Method Wtr Source :Water District Sewer Type :Public Purpose OTHER INFORMATION St Surface :Paved Soundproof : Elevator :No Storage Sprinklers :No Security Golf Adj :No TRANSFER HISTORY DATE / DOC # PRICE :12/01/1993 1693 :$1,852,700 DEED :Warrant. I-OAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories Units Easements Nuisance St Access Beach Acc WtrFront WtrFntLoc : WtrFrntFT : :004000 0327 Bldg :1 :C /A Hua Limited Partnership :3440 S 146th St Tukwila 98168 :PO Box 1702 Issaquah Wa 98027 :08/03/1999 Doc# :1527 Multi- parcel Deed :Quit Claim Type : :011 RES,APARTMENT :HDR :Victoria Arms :BLK 2 LOT 31 -32 ADAMS HOME TRS N :103 FT :2 :25 PROPERTY CHARAC 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt :11,900 DeckSqFt Garage Type Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION :Public OWNERS Lot SqFt Lot Acres Lot Shape Tde /Upind TopoProbd :26,533 :.61 Total Land Struct %Imprvd Levy Cd 2003 Tax Phone Vol :11 MapGrid NbrhdCd Tract Block :$687,000 :$106,100 :$580,900 :85 :2413 :$9,011.77 Pg :31 :655 D3 :050020 -- CENSUS -- :273.00 :2 QSTR :NW 22 23N 04E TERISTICS Year Built :1968 Eff Year :1981 Bldg Matl :Wood Frame Bldg Cond : Bldg Grade :Avg Interior Insulation HeatSource : Heat Type :Elec Wall Air Method Wtr Source :Water District Sewer Type :Public Purpose OTHER INFORMATION St Surface Elevator Sprinklers Golf Adj TRANSFER HISTORY DATE / DOC # PRICE :Paved No No No Soundproof : Storage Security DEED I-OAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal :004000 0315 Bldg :1 :O'hare Patrick J & Laura J :3516 S 146th St Tukwila 98168 :967 Utsalady Rd Camano Island Wa 98282 :05/19/1997 Doc# :476 Deed :Quit Claim Type : :011 RES,APARTMENT :HDR :Villa Nelle Apts :BLK 2 LOT 30 ADAMS HOME TRS Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories :4 Units :35 Easements : Nuisance PROPERTY 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSqFt Garage Type Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Beach Acc WtrFront WtrFntLoc : WtrFrntFT : OWNERS :O'hare Patrick J /Laura J :Wood Alan W /Joanne P Lot SqFt Lot Acres Lot Shape Tde /Upind TopoProbd :40,365 :.93 Total :$1,655,000 Land :$161,400 Struct :$1,493,600 %Imprvd :90 Levy Cd :2413 2003 Tax :$21,700.30 Phone Vol :11 Pg :31 MapGrid :655 D3 NbrhdCd :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E CHARACTERISTICS Year Built :1967 Eff Year :1981 Bldg Matl :Wood Frame Bldg Cond : Bldg Grade :Good Interior :44,654 Insulation HeatSource : Heat Type :Elec Wall Air Method Wtr Source Sewer Type Purpose :Water District :Public OTHER INFORMATION St Surface :Paved Soundproof : Elevator :No Storage Sprinklers :No Security Golf Adj :No TRANSFER HISTORY DATE :06/30/1994 :11/09/1992 / DOC # 2215 1811 PRICE :$1,544,300 :$1,000,000 DEED :Warrant :Warrant :$212,000 $2�1I :�3; 000 TYPE : Privat :Seller Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal :004000 0250 :Chen Kun L Bldg :1 :4028 S 146th St Tukwila 98168 :1007 S Weller St Seattle Wa 98104 :07/03/1990 Doc# : :$840,000 Deed :Warranty Type : :011 RES,APARTMENT :HDR :Pacific Court Apts :BLK 2 LOT 23 ADAMS HOME TRS Total :$1,075,000 Land :$201,000 Struct :$874,000 %Imprvd :81 Levy Cd :2401 2003 Tax :$14,097.67 Phone :206- 583 -0442 Vol :11 Pg :31 MapGrid :655 E3 NbrhdCd :050020 -- CENSUS -- Tract :282.00 Block :1 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Bath Full 2nd Floor SF Bath 3/4 Half Floor SF Bath 1/2 AboveGrnd SF Fireplace Bsmnt Finished Laundry Bsmnt Total SF Porch Building SqFt Deck DeckSqFt Stories :2 Garage Type Units :32 Attached GrgSF Bsmnt ParkingSF Easements Basement Type Nuisance Basement Grade LAND INFORMATION St Access :Public Lot SqFt :40,216 Beach Acc : Lot Acres :.92 WtrFront : Lot Shape WtrFntLoc : Tde /Upind : WtrFrntFT : TopoProbd : :23,596 St Surface Elevator Sprinklers Golf Adj Year Built :1969 Eff Year :1981 Bldg Matl :Wood Frame Bldg Cond : Bldg Grade :Avg Interior Insulation HeatSource : Heat Type :Elec Wall Air Method Wtr Source :Water District Sewer Type :Public Purpose OTHER INFORMATION :Paved Soundproof : :No Storage :No Security :No TRANSFER HISTORY OWNERS DATE / DOC # PRICE :Ivie Ranee B & Rinaldi Lorna :10/18/1988 792 DEED :Warrant LOAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0240 Bldg :1 Total :$1,163,000 Owner :King Count Housing Auth Land :$194,400 CoOwner Struct :$968,600 Site Addr :4044 S 146th St Tukwila 98168 %Imprvd :83 Mail Addr :15455 65th Ave S Tukwila Wa 98188 Levy Cd :2401 Sale Date Doc# : 2003 Tax :$5.00 SalePrice Deed : Phone Loan Amt Type : Vol :11 Pg :31 Use Code :011 RES,APARTMENT MapGrid :655 E3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS -- Legal :BLK 2 LOT 21 ADAMS HOME TRS LESS S Tract :282.00 :10 FT FOR ST Block :1 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1969 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior : Porch Building SqFt :26,727 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :24 Attached GrgSF • Air Method Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance Basement Grade Purpose . LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :38,886 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.89 Elevator :No Storage WtrFront : Lot Shape : Sprinklers :No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal :004000 0106 :Harrison Mary E Bldg :1 :3455 S 144th St Tukwila 98168 :PO Box 497 Preston Wa 98050 :01/12/1984 Doc# :157 :$282,700 Deed :Re Contract Type : :011 RES,APARTMENT :HDR :Riverton View Apts :BLK 2 LOT 7 ADAMS HOME TRS W 95 FT :LESS N 10 FT FOR RD Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories :2 Units :24 Easements : Nuisance PROPERTY CHARAC 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt :17,934 DeckSq Ft Garage Type Attached GrgSF • Bsmnt ParkingSF • Basement Type • Basement Grade LAND INFORMATION St Access :Public Beach Acc : WtrFront WtrFntLoc : WtrFrntFT : OWNERS Lot SqFt Lot Acres Lot Shape Tde /Upind TopoProbd :28,824 :.66 Total :$762,000 Land :$115,200 Struct :$646,800 %Imprvd :85 Levy Cd :2413 2003 Tax :$9,994.87 Phone Vol :11 Pg :31 MapGrid :655 D3 NbrhdCd :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E TERISTICS Year Built Eff Year Bldg Matl Bldg Cond Bldg Grade Interior Insulation HeatSource : Heat Type :Elec Wall Air Method Wtr Source Sewer Type Purpose St Surface Elevator Sprinklers Golf Adj :1963 :1980 :Wood Frame :Avg :Water District :Public OTHER INFORMATION TRANSFER HISTORY DATE / DOC # PRICE :Paved No No No Soundproof : Storage Security DEED LOAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN PROPERTY PROFILE Parcel ID :004000 0105 Bldg :1 Total :$1,489,000 Owner :BI Management LIc Land :$397,200 CoOwner Struct :$1,091,800 Site Addr :3465 S 144th St Tukwila 98168 %Imprvd :73 Mail Addr :1616 Cornwall Ave #209 Bellingham Wa 98225 Levy Cd :2413 Sale Date :05/17/2003 Doc# :5 Multi- parcel 2003 Tax :$19,524.46 SalePrice Deed :Warranty Phone Loan Amt Type : Vol :11 Pg :31 Use Code :011 RES,APARTMENT MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Colonial Garden Apts -- CENSUS — Legal :BLK 2 LOT 7 -8 ADAMS HOME TRS 7 Tract :273.00 :LESS W 95 FT & ALL 8 LESS CO RD Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1966 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :36,534 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :45 Attached GrgSF • Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements • Basement Type Sewer Type :Public Nuisance • Basement Grade Purpose . LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :99,308 St Surface :Paved Soundproof : Beach Acc : Lot Acres :2.28 Elevator :No Storage : WtrFront : Lot Shape , : Sprinklers :No Security : WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED TYPE :KII Family LIc :02/20/2003 1653 :Quit CI :Leong Soo S (john) /Kar -ling :01/02/1997 661 :$152,000 :Warrant *V,000 :Conv Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal :004000 0205 :King County Housing Auth Bldg :1 :14410 SE 144th St Renton 98059 :15455 65th Ave S Tukwila Wa 98188 Doc# : Deed : Type : :011 RES,APARTMENT :HDR :Riverton Terrace :BLK 2 LOT 16 ADAMS HOME TRS Total :$1,185,000 Land :$200,800 Struct :$984,200 %Imprvd :83 Levy Cd :2401 2003 Tax :$5.00 Phone Vol :11 Pg :31 MapGrid :656 H3 NbrhdCd :050020 -- CENSUS -- Tract :256.00 Block :4 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1969 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :24,663 Insulation Deck DeckSqFt HeatSource : Stories :3 Garage Type Heat Type :Elec Wall Units :36 Attached GrgSF • Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance Basement Grade Purpose : LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :40,174 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.92 Elevator :No Storage : WtrFront : Lot Shape : Sprinklers :No Security : WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories Units Easements Nuisance :004000 0072 Bldg :1 :Phavong Khampheng /Bounson :3416 S 146th St Tukwila 98168 :5119 S 151st St ( No Mail) Tukwila Wa 98188 :07/13/1998 Doc# :1104 :$169,000 FULL :$163,000 Type :Conv :005 RES,FOURPLEX :HDR :Apt :BLK 2 LOT 1 ADAMS HOME TRS W 70 FT :OF E 140 FT OF S 81 FT Total Land Struct %Imprvd Levy Cd 2003 Tax Deed :Warranty Phone Crossland Mortgage/ol :11 MapGrid NbrhdCd :2 :4 :$149,000 :$22,600 :$126,400 :85 :2413 :$1,959.59 :206- 242 -0685 Pg :31 :655 D3 :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Year Built :1969 Eff Year :1970 Bldg Matl :Wood Frame Bldg Cond Bldg Grade Interior :2,576 Insulation HeatSource 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSqFt Garage Type Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Lot SqFt :5,670 Beach Acc : Lot Acres :.13 WtrFront : Lot Shape : WtrFntLoc : Tde /Upind : WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE :Gillen Kevin /Margaret :05/16/1994 875 :$143,000 :Avg Heat Type :Elec Wall Air Method Wtr Source Sewer Type Purpose :Water District :Public OTHER INFORMATION St Surface :Paved Soundproof : Elevator :No Storage Sprinklers :No Security Golf Adj :No DEED :Warrant TYPE :$98,000 :Seller LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy. or completeness of information contained in this report. METROSCAN PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories Units Easements Nuisance St Access Beach Acc WtrFront WtrFntLoc WtrFrntFT :004000 0073 Bldg :1 :Joya Jorge C /Maria L :3424 S 146th St Tukwila 98168 :PO Box 69315 Seattle Wa 98168 :01/31/2000 Doc# :989 :$173,500 FULL Deed :Warranty :$121,450 Type :Conv :005 RES,FOURPLEX :HDR :The Wild Goose Apt :BLK 2 LOT 1 ADAMS HOME TRS N 70 FT :OF E 70 FT Total Land Struct %Imprvd Levy Cd 2003 Tax Phone Gmac Mortgage CoVol :11 MapGrid NbrhdCd :$149,000 :$19,600 :$129,400 :87 :2413 :$1,959.59 Pg :31 :655 D3 :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Year Built Eff Year Bldg Matl Bldg Cond Bldg Grade Interior :2,576 Insulation HeatSource : Heat Type :Elec Wall Air Method : Wtr Source :Water District Sewer Type :Public Purpose : OTHER INFORMATION 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSqFt :2 Garage Type :4 Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION :Public Lot SqFt :4,900 Lot Acres :.11 Lot Shape Tde /Upind : TopoProbd : OWNERS :Fielder Jean M :Ossorio Abel G & Patricia T St Surface Elevator Sprinklers Golf Adj :1969 :1970 :Wood Frame :Avg • TRANSFER HISTORY DATE :05/04/1994 :09/12/1988 / DOC # 2193 10 PRICE :$151,000 :$115,000 :Paved No No No Soundproof : Storage Security DEED :Warrant :Warrant TYPE :$154,020 :Veter LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0076 Bldg :1 Total :$149,000 Owner :Jya Jorge C /Maria L Land :$23,100 CoOwner Struct :$125,900 Site Addr :3422 S 146th St Tukwila 98168 %Imprvd :84 Mail Addr :PO Box 69315 Seattle Wa 98168 Levy Cd :2413 Sale Date :01/31/2000 Doc# :1036 2003 Tax :$1,959.59 SalePrice :$170,000 FULL Deed :Warranty Phone Loan Amt :$119,000 Type :Conv Gmac Mortgage CoVol :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apt -- CENSUS -- Legal :BLK 2 LOT 1 ADAMS HOME TRS E 70 FT Tract :273.00 :LESS N 70 FT Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1969 Bath Full 2nd Floor SF Eff Year :1970 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :2,576 Insulation Deck DeckSqFt HeatSource Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method . Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance : Basement Grade Purpose LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :5,782 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.13 Elevator :No Storage WtrFront Lot Shape : Sprinklers :No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE I-OAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0077 Bldg :1 Total :$224,000 Owner :Motuma Belai;Benito Marie Theresa Land :$26,800 CoOwner Struct :$197,200 Site Addr :14446 34th Ave S Tukwila 98168 %Imprvd :88 Mail Addr :3820 35th Ave W Seattle Wa 98199 Levy Cd :2413 Sale Date :08/17/1999 Doc# :1858 2003 Tax :$2,942.69 SalePrice :$233,000 FULL Deed :Warranty Phone Loan Amt :$186,400 Type :Conv Downey Savings ArWoI :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS -- Legal :BLK 2 LOT 2 ADAMS HOME TRS W 86 FT Tract :273.00 :LESS N 78 FT Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1968 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :4,472 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance Basement Grade Purpose LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :6,708 St Surface : Soundproof : Beach Acc Lot Acres :.15 Elevator :No Storage WtrFront Lot Shape : Sprinklers :No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED :Collette Bradley James :04/18/1994 1104 : :Quit CI LOAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0079 Bldg :1 Total :$173,000 Owner :Cun Paul V Land :$27,700 CoOwner Struct :$145,300 Site Addr :14444 34th Ave S Tukwila 98168 %Imprvd :84 Mail Addr :14444 34th Ave S Tukwila Wa 98168 Levy Cd :2413 Sale Date :05/10/2001 Doc# :1139 2003 Tax :$2,274.18 SalePrice Deed :Misc Phone Loan Amt Type : Vol :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS — Legal :BLK 2 LOT 2 ADAMS HOME TRS E 89 FT Tract :273.00 :OF S 78 FT OF W 175 FT Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1968 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :3,744 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method Bsmnt ParkingSF • Wtr Source :Water District Easements • Basement Type Sewer Type :Public Nuisance • Basement Grade Purpose . LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :6,942 St Surface : Soundproof : Beach Acc : Lot Acres :.16 Elevator :No Storage WtrFront : Lot Shape : Sprinklers :No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED TYPE :Cun Paul Vinh :03/06/1998 1322 :$165,000 :Warrant :$132,000 :Conv :Barth Thomas A :04/07/1995 1297 :Quit CI LOAN :Barth Thomas A :04/07/1995 223 :$153,135 :Warrant :$107,150 :Cony Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0087 Bldg :1 Total :$153,000 Owner :Sipraseuth Thomas /Siriphone Land :$28,300 CoOwner Struct :$124,700 Site Addr :14420 34th Ave S Tukwila 98168 %Imprvd :82 Mail Addr :12636 60th Ave S Seattle Wa 98178 Levy Cd :2413 Sale Date :07/21/1999 Doc# :1155 2003 Tax :$2,012.02 SalePrice :$169,000 FULL Deed :Warranty Phone Loan Amt :$152,100 Type :Cony Headlands MortgagVol :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS -- Legal :BLK 2 LOT 3 ADAMS HOME TRS W 90 FT Tract :273.00 :OF N 1/2 Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1968 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :2,576 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance Basement Grade Purpose LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :7,110 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.16 Elevator :No Storage WtrFront :. Lot Shape : Sprinklers No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED TYPE :Candee Lester G /Barbara J :10/29/1992 2370 :$135,000 :Warrant :$101,200 :Conv :Oyer Miriam S :03/03/1992 1507 :Quit CI LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN PROPERTY PROFILE Parcel ID :734820 0135 Bldg :1 Total :$176,000 Owner :Ferrer Nardito N Land :$42,000 CoOwner Struct :$134,000 Site Addr :14116 43rd Ave S Seattle 98168 %Imprvd :76 Mail Addr :14116 43rd Ave S Seattle Wa 98168 Levy Cd :2413 Sale Date Doc# : 2003 Tax :$2,313.50 SalePrice Deed : Phone . Loan Amt Type : Vol :16 Pg :90 Use Code :003 RES,DUPLEX MapGrid :655 E3 Zoning :LDR NbrhdCd :024005 Prop Desc -- CENSUS -- Legal :LOT 29 RIVERTON MACADAM ROAD TRS Tract :272.00 :2ND Block :2 QSTR :SE 15 23N 04E PROPERTY CHARACTERISTICS Bedrooms :5 1st Floor SF :1,540 Year Built :1982 Bath Full :2 2nd Floor SF Eff Year . Bath 3/4 :1 Half Floor SF Bldg Matl Bath 1/2 AboveGrnd SF :1,540 Bldg Cond :Fair Fireplace :2 Bsmnt Finished :1,540 Bldg Grade :Avg Laundry Bsmnt Total SF :1,540 Interior : Porch Building SqFt :3,080 Insulation •. Deck DeckSqFt HeatSource :Electric Stories :1 Garage Type Heat Type :Elec \baseboard Units :2 Attached GrgSF • Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements : Basement Type :Daylt Sewer Type :Public Nuisance : Basement Grade :Low \avg Purpose : LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :8,340 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.19 Elevator Storage WtrFront : Lot Shape : Sprinklers Security WtrFntLoc : Tde /Upind : Golf Adj No WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :152304 9191 Bldg :1 Total :$2,881,000 Owner :Samara Inc Land :$171,500 CoOwner Struct :$2,709,500 Site Addr :14201 42nd Ave S Tukwila 98168 %Imprvd :94 Mail Addr :29229 18th Ave S Federal Way Wa 98003 Levy Cd :2413 Sale Date :05/12/1982 Doc# :475 2003 Tax :$37,770.68 SalePrice :$120,300 Deed :Warranty Phone Loan Amt Type : Vol : Pg : Use Code :011 RES,APARTMENT MapGrid :655 E3 Zoning :MDR NbrhdCd :050020 Prop Desc :Samara (the Other One) -- CENSUS -- Legal :STR 152304 TAXLOT 191 N 398.1 FT Tract :272.00 :OF S 812.6 FT OF E 227 FT OF SE Block :2 :1/4 OF SW 1/4 LESS S 105 FT & LESS QSTR :SW 15 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1982 Bath Full 2nd Floor SF Eff Year :1983 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond Fireplace Bsmnt Finished Bldg Grade :Avg \good Laundry Bsmnt Total SF Interior . Porch Building SqFt :72,697 Insulation . Deck DeckSqFt HeatSource : Stories :3 Garage Type Heat Type :Elec Wall Units :69 Attached GrgSF • Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements • Basement Type Sewer Type :Public Nuisance • Basement Grade Purpose LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :42,895 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.98 Elevator :No Storage WtrFront : Lot Shape : Sprinklers :No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID Owner CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories Units Easements Nuisance :004000 0310 :Ginn Ardella Bldg :1 :3530 S 146th St Tukwila 98168 :6251 S 153rd St Tukwila Wa 98188 :06/19/1984 Doc# :975 Deed :Quit Claim Type : :005 RES,FOURPLEX :HDR :Triplex & Residence :BLK 2 LOT 29 ADAMS HOME TRS S :156.4 FT LESS W 10 FT THOF PROPERTY 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSq Ft :1 Garage Type :4 Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Beach Acc : WtrFront WtrFntLoc : WtrFrntFT : OWNERS Lot SqFt Lot Acres Lot Shape Tde /Upind TopoProbd :18,605 :.43 Total Land Struct %Imprvd Levy Cd 2003 Tax Phone Vol :11 MapGrid NbrhdCd :$207,000 :$74,400 :$132,600 :64 :2413 :$2,719.85 :206- 244 -9376 Pg :31 :655 D3 :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E CHARACTERISTICS Year Built :1962 Eff Year :1980 Bldg Matl :Wood Frame Bldg Cond : Bldg Grade :Avg Interior :3,142 Insulation HeatSource : Heat Type :Elec Wall • Air Method • Wtr Source :Water District • Sewer Type :Public Purpose OTHER INFORMATION St Surface :Paved Soundproof : Elevator :No Storage Sprinklers :No Security Golf Adj No TRANSFER HISTORY DATE / DOC # PRICE DEED LOAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN PROPERTY PROFILE Parcel ID :004000 0089 Bldg :1 Total :$144,000 Owner :Fowlkes Harold Land :$21,700 CoOwner Struct :$122,300 Site Addr :14436 34th Ave S Tukwila 98168 %Imprvd :85 Mail Addr :15137 Magnolia Blvd Sherman Oaks Ca 91403 Levy Cd :2413 Sale Date :01/15/1997 Doc# :993 2003 Tax :$1,894.05 SalePrice :$142,500 FULL Deed :Warranty Phone Loan Amt :$114,000 Type :Conv Interwest Bank Vol :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS -- Legal :BLK 2 LOT 2 ADAMS HOME TRS BEG Tract :273.00 :100.87 FT W OF NE COR TH W 70 FT Block :2 :TH S 02 -52 -37 W 78 FT TH S QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1969 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :2,646 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method Bsmnt ParkingSF Wtr Source :Water District Easements Basement Type Sewer Type :Public Nuisance Basement Grade Purpose : LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :5,460 St Surface : Soundproof Beach Acc : Lot Acres :.13 Elevator :No Storage : WtrFront : Lot Shape Sprinklers :No Security : WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE I-OAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0090 Bldg :1 Total :$145,000 Owner :Guo Zhanyang;Xu Hong Land :$23,400 CoOwner Struct :$121,600 Site Addr :14438 34th Ave S Tukwila 98168 %Imprvd :84 Mail Addr :14438 34th Ave S Tukwila Wa 98168 Levy Cd :2413 Sale Date :03/31/1997 Doc# :1056 2003 Tax :$1,907.16 SalePrice :$137,000 FULL Deed :Warranty Phone Loan Amt :$109,600 Type :Cony Headlands MortgagVol :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS -- Legal :BLK 2 LOT 2 ADAMS HOME TRS BEG AT Tract • :273.00 :NE COR TH W 100.87 FT TH S Block :2 :02 -52 -37 W 78 FT TH S 87 -35 -33 E QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1969 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond : Fireplace Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior : Porch Building SqFt :3,876 Insulation : Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method : Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type :Public Nuisance : Basement Grade Purpose : LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :5,883 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.14 Elevator :No Storage WtrFront : Lot Shape : Sprinklers :No Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS :Xu Zhanyang & Hong TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0091 Bldg :1 Total :$137,000 Owner :Cun Paul V Land :$21,400 CoOwner Struct :$115,600 Site Addr :14442 34th Ave S Tukwila 98168 %Imprvd :84 Mail Addr :125 145th PI NE Bellevue Wa 98007 Levy Cd :2413 Sale Date :02/14/1997 Doc# :719 2003 Tax :$1,802.29 SalePrice :$125,000 FULL Deed :Warranty Phone :425 - 643 -4365 Loan Amt :$100,000 Type :Seller Seller Vol :11 Pg :31 Use Code :005 RES,FOURPLEX MapGrid :655 D3 Zoning :HDR NbrhdCd :050020 Prop Desc :Apts -- CENSUS -- Legal :BLK 2 LOT 2 ADAMS HOME TRS BEG AT Tract :273.00 :SE COR TH N 01 -07 -06 E ALG E LN 47 Block :2 :FT TH N 87 -35 -33 W 77 FT TH N QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms 1st Floor SF Year Built :1969 Bath Full 2nd Floor SF Eff Year :1981 Bath 3/4 Half Floor SF Bldg Matl :Wood Frame Bath 1/2 AboveGrnd SF Bldg Cond Fireplace Bsmnt Finished Bldg Grade :Low Laundry Bsmnt Total SF Interior Porch Building SqFt :3,876 Insulation Deck DeckSqFt HeatSource : Stories :2 Garage Type Heat Type :Elec Wall Units :4 Attached GrgSF • Air Method Bsmnt ParkingSF • Wtr Source :Water District Easements • Basement Type Sewer Type :Public Nuisance • Basement Grade Purpose . LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :5,386 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.12 Elevator :No Storage : WtrFront : Lot Shape Sprinklers :No Security : WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • METROSCAN • PROPERTY PROFILE Parcel ID :004000 0092 Bldg :1 Owner :Gardner John R CoOwner Site Addr :14440 34th Ave S Tukwila 98168 Mail Addr :28318 45th Ave S Auburn Wa 98001 Sale Date • Doc# : SalePrice Deed : Loan Amt Type : Use Code :005 RES,FOURPLEX Zoning :HDR Prop Desc :Apts Legal :BLK 2 LOT 2 ADAMS HOME TRS BEG AT :SE COR TH N 01 -07 -06 E ALG E LN 47 :FT TO TPOB TH CONTG N ALG E LN 69 Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories :2 Units :4 Easements : Nuisance Total :$147,000 Land :$17,800 Struct :$129,200 %Imprvd :88 Levy Cd :2413 2003 Tax :$1,933.37 Phone Vol :11 Pg :31 MapGrid :655 D3 NbrhdCd :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 PROPERTY CHARACTERISTICS Year Built Eff Year Bldg Matl Bldg Cond Bldg Grade Interior :2,584 Insulation HeatSource Heat Type Air Method Wtr Source Sewer Type Purpose 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSqFt Garage Type Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Lot SqFt Beach Acc : Lot Acres WtrFront : Lot Shape WtrFntLoc : Tde /Upind WtrFrntFT : TopoProbd OWNERS :4,450 :.10 23N 04E :1969 :1981 :Wood Frame :Avg • :Elec Wall :Water District :Public OTHER INFORMATION St Surface :Paved Soundproof : Elevator :No Storage Sprinklers :No Security Golf Adj :No TRANSFER HISTORY DATE / DOC # PRICE DEED LOAN TYPE Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID :004000 0825 Bldg :2 Total :$257,000 Owner :Grant Earl & Darlene E Land :$107,000 CoOwner Struct :$150,000 Site Addr :14628 Military Rd S Tukwila 98168 %Imprvd :58 Mail Addr :13783 34th Ave S Seattle Wa 98168 Levy Cd :2413 Sale Date Doc# : 2003 Tax :$3,375.25 SalePrice Deed : Phone Loan Amt Type : Vol :11 Pg :31 Use Code :004 RES,TRIPLEX MapGrid :655 D3 Zoning :RC NbrhdCd :024006 Prop Desc -- CENSUS -- Legal :BLK 7 LOT 2 ADAMS HOME TRS N 70 FT Tract :281.00 :OF S130FT Bedrooms :2 Bath Full :1 Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories :1 Units :1 Easements Nuisance :Traffic Noise Block :1 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS 1st Floor SF :680 Year Built :1960 2nd Floor SF Eff Year Half Floor SF Bldg Matl AboveGrnd SF :680 Bldg Cond :Avg Bsmnt Finished Bldg Grade :Low \avg Bsmnt Total SF Interior Building SqFt :680 Insulation DeckSqFt HeatSource :Electric Garage Type :Attached Heat Type :Elec \baseboard Attached GrgSF :360 Air Method : Bsmnt ParkingSF : Wtr Source :Water District Basement Type • Sewer Type : Basement Grade Purpose LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :14,140 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.32 Elevator Storage : WtrFront Lot Shape Sprinklers Security . WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID :004000 0825 Bldg :1 Total :$257,000 Owner :Grant Earl & Darlene E Land :$107,000 CoOwner Struct :$150,000 Site Addr :14628 Military Rd S Tukwila 98168 %Imprvd :58 Mail Addr :13783 34th Ave S Seattle Wa 98168 Levy Cd :2413 Sale Date Doc# : 2003 Tax :$3,375.25 SalePrice Deed : Phone Loan Amt Type : Vol :11 Pg :31 Use Code :004 RES,TRIPLEX MapGrid :655 D3 Zoning :RC NbrhdCd :024006 Prop Desc -- CENSUS -- Legal :BLK 7 LOT 2 ADAMS HOME TRS N 70 FT Tract :281.00 :OF S 130 FT Block :1 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS Bedrooms :3 1st Floor SF :1,270 Year Built :1958 Bath Full :2 2nd Floor SF Eff Year : Bath 3/4 :1 Half Floor SF Bldg Matl : Bath 1/2 AboveGrnd SF :2,380 Bldg Cond :Avg Fireplace :1 Bsmnt Finished Bldg Grade :Avg Laundry Bsmnt Total SF Interior . Porch Building SqFt :2,380 Insulation Deck DeckSqFt HeatSource :Oil Stories :1.5 Garage Type Heat Type :Frcd Air Units :3 Attached GrgSF • Air Method Bsmnt ParkingSF • Wtr Source :Water District Easements Basement Type • Sewer Type : Nuisance :Traffic Noise Basement Grade Purpose : LAND INFORMATION OTHER INFORMATION St Access :Public Lot SqFt :14,140 St Surface :Paved Soundproof : Beach Acc : Lot Acres :.32 Elevator Storage WtrFront : Lot Shape : Sprinklers Security WtrFntLoc : Tde /Upind : Golf Adj :No WtrFrntFT : TopoProbd : OWNERS TRANSFER HISTORY DATE / DOC # PRICE DEED TYPE LOAN Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. METROSCAN • PROPERTY PROFILE Parcel ID Owner :Phavong Bounson & Kampeng CoOwner Site Addr Mail Addr Sale Date SalePrice Loan Amt Use Code Zoning Prop Desc Legal :004000 0071 Bldg :1 :3418 S 146th St Tukwila 98168 :5119 S 151st St ( No Mail ) Tukwila Wa 98188 :11/15/2001 Doc# :2454 Deed :Quit Claim Type : :005 RES,FOURPLEX :HDR :Apt :BLK 2 LOT 1 ADAMS HOME TRS W 70 FT :OF E 140 FT LESS S 81 FT THOF Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories :2 Units :4 Easements : Nuisance Total :$146,000 Land :$20,200 Struct :$125,800 %Imprvd :86 Levy Cd :2413 2003 Tax :$1,920.26 Phone :206- 242 -0685 Vol :11 Pg :31 MapGrid :655 D3 NbrhdCd :050020 -- CENSUS -- Tract :273.00 Block :2 QSTR :NW 22 23N 04E PROPERTY CHARACTERISTICS 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt DeckSqFt Garage Type Attached GrgSF Bsmnt ParkingSF Basement Type Basement Grade LAND INFORMATION St Access :Public Beach Acc : WtrFront WtrFntLoc : WtrFrntFT : Lot SqFt :5,043 Lot Acres :.12 Lot Shape : Tde /Upind : TopoProbd : Year Built :1969 Eff Year :1970 Bldg Matl :Wood Frame Bldg Cond : Bldg Grade Interior :2,576 Insulation HeatSource : Heat Type :Elec Wall • Air Method : :Avg • • Wtr Source :Water District • Sewer Type :Public Purpose OTHER INFORMATION St Surface :Paved Elevator :No Sprinklers :No Golf Adj :No TRANSFER HISTORY OWNERS DATE :Boualapha Inpeng /Phely;Vora :08/11/1998 :Wen Nuan• :02/02/1994 :Teclemariam Debessai & Lette06/26/1990 / DOC # 1776 1077 PRICE :$160,000 :$145,000 :$110,399 Soundproof Storage Security DEED :Warrant :Warrant :Warrant :$144,000 000 TYPE :Cony :Conv Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. City of 1 ukwtla t A Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 71 G Applicant Name: ti/kw ' ,00 1 ! M.46 Street Address: 4 6114-1/k 14461 S `- J City, State, Zip: 71-F-101(1 k7A' `d /4 ) Telephone: C'") 61.0l 15 OD 5 Directions This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. RECEIVED 'JUL 2 2 2003 COMMUNITY DEVELOPMENT 't-a"ev\ January 25, 2001 ii Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 ® ontinue to Question 1 -1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO - Continue to Question 3 -0 YES - ontinue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. NO - ontinue to Question 4 -0 YES - Continue to Question 3 -1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. NO - ontinue to Question 5 -0 YES - Continue to Question 5 -0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate . • onse. NO - ontinue to Question 6 -0 YES - Continue to Question 6 -0 Part A (continued) • City of "1 ukunla if Screening Checklist 6-0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. NO — hecklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO ontinue to Question 1 -3 YES - Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle • U:ty of Tukwila 111 Screening Checklist ap s ropriate response. Continue to Question 2 -0 (Page 2) YES - Continue to Question 1-4 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) YES - Continue to Question 2-0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - ontinue to Question 3 -0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast - height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -3 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. • City of *1 ukwila 409 Screening checklist NO - Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 YES - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3 -5 YES - Continue to Question 3 -5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a • City of Tukwila it Screening Checklist watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3 -7 YES - Continue to Question 3 -7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3 -8 YES - Continue to Question 3 -8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) RECEIVED • JUL 22 2003 COMMUNITY DEVELOPMENT A. BACKGROUND •trol No. Epic File No. 603-0a I Fee: Receipt No. ENVIRONMENTAL CHECKLIST 1. Name of proposed project, if applicable: Demolition of the existing Tukwila School District Administration Building and Portable Building. An additional SEPA Checklist will be submitted for the construction of the New Administration Building. 2. Name of applicant: Tukwila School District 3. Address and phone number of applicant and contact person: ADDRESS Applicant Contact Contact: Bill Van de Bogert Contact: Craig McClelland Tukwila School District No. 406 BJSS Duarte Bryant 4640 South 144x" Street 724 Columbia St. NW, Suite 400 Tukwila, WA 98168 Olympia, WA 98501 (360) 943 -4650 4. Date checklist prepared: June 20, 2003 5. Agency requesting checklist: City of Tukwila. 6. Proposed timing or schedule (including phasing, if applicable): It is anticipated that demolition of the existing buildings will commence the latter part of July or first part of August 2003. An additional SEPA checklist will be submitted for construction activities related to the new building which will begin in September, and be completed by June 2004. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. An additional SEPA Checklist will be submitted for the construction of the New Administration Building. Page 1 Vak upetv\ ENVIRONMENTAL CHEC.IST • 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Existing underground heating fuel tank with which the Tukwila School District is familiar and has reports relating to abandonment. 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. 10. List any government approvals or permits that will be needed for your proposal. Demolition permit. An additional SEPA Checklist will be submitted for a building permit to construct the New Administration Building. 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. Section E requires a complete description of the objectives and alternates of your proposal and should not be summarized here. Demolition of the existing Tukwila School District Administration Office Building located at 4640 South 144th Street and removal of an existing portable building. An additional SEPA Checklist will be submitted for the construction a new wood framed 7,900 SF single story office building on the same site. 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 project is located in the City of Tukwila at 4640 S. 144th Street, on the campus of Showalter Middle School. 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. K1.vw• vuti / lww Plwe.e IC SubsW L d 04a4/on4.-dr A Is- Page 2 0 3 ENVIRONMENTAL CHE IST B. ENVIRONMENTAL ELEMENTS 1. Earth General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other: VSIPI With 5' slope to the east. b. What is the steepest slope on the site (approximate percent slope)? A small portion of the site has a 25% slope. Most of the site is 4%. 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. 3 " -12" brown organic topsoil over silty sand and gravel fill over glacial till with silty sand and gravels. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. None. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. f Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g At the existing slope erosion could occur. However, all precautions required by local governing jurisdiction will be followed to control erosion and run-off from the existing property. An Additional SEPA Checklist will be submitted for the construction of the New Administration Building for the Tukwila School District on the same site. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? None with this proposal for Demolition of the existing building. An Additional SEPA Checklist will be submitted for the construction of a new administration .building for the Tukwila School District. Page 3 KtfmAdAsy vto,,,W,r.J\/% L L iM 614.4t.e ENVIRONMENTAL CHEAIST • h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Compliance with city, county and state erosion control standards. 2. Air 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. Short Term: Emissions from construction equipment. Possibility of fugitive dust during demolition of existing building b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: If necessary, the site will be watered down if there is a potential for fugitive dust. 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. No. 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. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or 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. Not known at this time. Page 4 ENVIRONMENTAL CHE IST • 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. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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, not during demolition activities. 2) Describe waste materials 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 will be discharged. 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. An existing stormwater system collects runoff from impervious surfaces. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Compliance with city stormwater management requirements. Page 5 ENVIRONMENTAL CHEC IST 4. Plants a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be removed or altered? Existing landscaping around the building will be removed. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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 during demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Songbirds Mammals: Fish: 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. No. Page 6 deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other v shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Existing landscaping around the building will be removed. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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 during demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Songbirds Mammals: Fish: 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. No. Page 6 ENVIRONMENTAL CHECIPIST d. Proposed measures to preserve or enhance wildlife, if any: None proposed. 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 for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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 for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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. None known. 1) Describe special emergency services that might be required. None beyond typical requirements for building demolition. 2) Proposed measures to reduce or control environmental health hazards, if any: None proposed. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing noise in the area will not affect the project. Page 7 ENVIRONMENTAL CHECIPIST • 2) What types and levels of noise would be created by or associated with the project on a short -term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short Term: Machinery and equipment noise will be created during demolition activities. Typical construction hours range from 7:OOam- 6:00pm. 3) Proposed measures to reduce or control noise impacts, if any: Construction activity will be limited to daylight hours. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently being used for an Administrative Office Building. Adjacent uses include, Shozvalter Middle School and single-family residences located across S. 1441h Street and to the east. b. Has the site been used for agriculture? If so, describe. Not to our knowledge. c. Describe any structures on the site. An Administrative Office Building and a portable building which will be demolished during this phase of the project. d. Will any structures be demolished? If so, what? The existing Administrative Building will be demolished and the portable removed or demolished. e. What is the current zoning classification of the site? Low- density residential. f What is the current comprehensive plan designation of the site? Low- density residential with public recreation overlay. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. Page 8 ENVIRONMENTAL CHEC IST i. Approximately how many people would reside or work in the completed project? No additional employees are anticipated. 1• Approximately how many people would the completed project displace? None. k Proposed measures to avoid or reduce displacement impacts, if any: None proposed. L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed use is the same as the existing use. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether 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: None proposed. 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? The existing building ridge is approximately 20'. Exterior materials are masonry, and wood siding. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. b. What views in the immediate vicinity would be altered or obstructed? None. Page 9 ENVIRONMENTAL CHEC IST • c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed for demolition activities. An Additional SEPA Checklist zvill be submitted for the construction of a new administration building for the Tukwila School District. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. b. Could light or glare from the finished project be a safety hazard or interfere with views? None for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. c. What existing off -site sources of light or glare may affect your proposal? None for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. d. Proposed measures to reduce or control light and glare impacts, if any: None proposed. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Located on the high school campus are tennis courts and ball fields. The existing track and field facilities are used informally by the public. Near the site is the city pool. 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: None. 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. No. Page 10 ENVIRONMENTAL CHEC IST o. • b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: None proposed. 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. The site is served by S. 144th Street, with access to the site via a driveway from Showalter Middle School. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The site is served by Metro route 142, with a bus stop at the intersection of S. 144th Street and 42nd Avenue. c. How many parking spaces would the completed project have? How many would the project eliminate? None for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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). No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None for the demolition activities. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. Page 11 ENVIRONMENTAL CHEC IST g• • Proposed measures to reduce or control transportation impacts, if any: None proposed. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. None proposed. 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 the service, and the general construction activities on the site or in the immediate vicinity which might be needed. None for the demolition activities. Existing utilities onsite will be "capped" for future use when the New Administration Building is constructed. An Additional SEPA Checklist will be submitted for the construction of a new administration building for the Tukwila School District. 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: Craig McClelland, Architect Date Submitted: Page 12 ENVIRONMENTAL CHECOIST F. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NON PROJECT PROPOSALS The objectives and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the foregoing items of the Environmental Checklist. This information provides a general overall perspective of the proposed action in the context of the environmental information provided and the submitted plans, documents, supportive information, studies, etc. 1. What are the objectives of the proposal? To demolish and replace the aging Administration Building with a new Administration Building. 2. What are the alternative means of accomplishing these objectives? Build a new Administration Building off - campus. 3. Please compare the alternative means and indicate the preferred course of action: The Owner's would prefer to utilize the land they own and keep the campus cohesive. 4. Does the proposal conflict with policies of the Tukwila Comprehensive Land Use Policy Plan? No. 5. Proposed measures to avoid or reduce the conflict(s) are: None proposed. Page 13 07/22/2003 10:32 FAX 360 357 9022 STATE OF WASHINGTON COUNTY OF KING BJSS DUARTE BRYANT CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.waaus RECVEC IJUL 22 2003 COMMUNITY DEVELOPMENT AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY is The undersigned being duly swom and upon oath states as follows: 1. 1 am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its emp loy`e,es, agents, ngineerslcontractors or othgt�pr gtatives the right to enter upon Owner's real property, located at t.,i Yes " p u%N 41 for the purpose of application review, for the limited time necessary to complete t purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, lithe applicant does not respond to specific requests for items on the "Complete Application Checklist' within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees..\ EXECUTED at - -1.,,14a w \� (city), W k (state), on 1 1 (Print MO co Ijc I. �L�iLr r Jl (Address) ao / eva` (Phone Number) 2 V w ^+1J� `J (Signature) -15 On this day personally appeared before me 1\ N 6o9e"e' to me known executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act purposes mentioned therein. • SUBSCRIBED AND SWORN TO BEFORE ME ON THIS Z-Z DAY OF 3 ti `L to be the individual who and deed for the uses and L. CARDENAS STATE OF WASHINGTON NOTARY----PUBLIC MY COMMISSION EXPIRES 10 -04 -03 NOT ftRY PIJBLB IC n and fo a of Washington 1C) 06 co(.r) -( residing at , aco3 My Commission expires on 101 O41 o E 1002 psci environmental RECEIVED [AUG 2 1 2003 Limited Phase IACOMMUNITY -EVELOPMENT d B Environmental Assessment PSCI-WA-96-2789 4640 South 144th Street kwila, Washington 98168 • 10230 EAST RIVERSIDE DRIVE, BOTTIELL, WAsllnycroN 98011-370! PHONE: (425) 488-6727 FAx (425) 486-6936 Tau. FREE: (800) 460-2694 Pacific Specialty Construction, Inc. Phone (425) 488 -6727 Fax (425) 486 -6936 Your Tank and Environmental Service Contractor South Central School District Number 400 4640 South 144th Street Tukwila, Washington 98168 COVER LETTER PSCI -WA -96 -2789 SOIL REMEDIATION PROJECT 4640 SOUTH 144Th STREET TUKWII,A, WASHINGTON 98168 Dear Ladies and Gentlemen: November 20, 1997 SUBSURFACE INVESTIGATION REPORT In accordance with your request documented on your Purchase Order Number 39970, PSCI Environmental is pleased to present the results of our limited Phase H Method B Environmental Site Assessment on the above - referenced property. We apologize for any inconvenience the delay in producing this report has caused. This assessment has been based on our understanding of local geology and hydrogeology; the review of various governmental agency data base listings; previous work performed in the subject area; a visit to the site, on -site soil sampling and analysis. Soil samples were analyzed for Total Petroleum Hydrocarbons in the gasoline and diesel range. All work performed by PSCI Environmental was performed in general accordance with the in American Society for Testing and Materials Standards and the Washington State Department of Ecology Model Toxics Control Act (WAC 173 -340). We appreciate this opportunity to be of service to you and would be pleased to discuss the contents of this report or other aspects of the project with you at your convenience. We have enjoyed a pleasant business association with you, and look forward to working with you on other projects. Sincerely, PSCI ENVIRONMENTAL A Division of Pacific Specialty c Bruce E. Fischer, Vice esident 40230 East Riverside Drive, Bothell, Washington 98011 Pacific Specialty Construction, Inc. Phone (425) 488 -6727 Fax (425) 486 -6936 Your Tank and Environmental Service Contractor South Central School District Number 400 4640 South 144th Street Tukwila, Washington 98168 November 20, 1997 SUBSURFACE INVESTIGATIVE REPORT PSCI -WA -96 -2789 LIMITED PHASE 111 METHOD B ENVIRONMENTAL ASSESSMENT PROJECT 4640 Soum 144Th STREET TUKWILA, WASHINGTON 98168 Dear Ladies and Gentlemen: I. EXECUTIVE SUMMARY PSCI Environmental (PSCI) performed a limited Phase II environmental assessment and site closure for Total Petroleum Hydrocarbons (TPH) in the diesel range. The following summary presents the key findings and conclusions of this report. The property in question is a commercial lot improved with wood and steel framed structures located near the intersection of 46th Avenue South and South 144th Street in the city of Tukwila, Washington commonly referenced as 4640 South 144th Street, Tukwila, Washington 98168. The property is bordered by residential property and the surrounding area has been zoned "residential / agricultural" in nature. It is PSCI's hypothesis that one Underground Storage Tank (UST) previously located on the property leaked diesel fuel into the surrounding soil strata. %;.(3.2441;:-. 10230 East Riverside Drive, Bothell, Washington 98011 • • A. UST closure PSCI Tank Services was contracted to remove one UST from the Administration building located on the above referenced property. The site is a Middle school / administrative center for the South Central School District Number 406 located in a residential area within the city of Tukwila, Washington. The UST was previously used to store heating fuel for the consumption on the property. The initial site inspection revealed that the UST was oriented adjacent and parallel to the administrative building running in a North -South direction approximately two feet from the NE corner of the administration office. There were no surface indications that the UST had been replaced or had released product at the surface. The UST was confirmed to have stored #2 grade diesel heating fuel with a capacity of 1,000 gallons. The tank excavation area was backfilled with the native silty gravels and the UST was buried approximately two feet below the surface. Records showed that the UST had been emptied of product. Utilities Underground Location Center was called to have all underground utilities located. Staff members of PSCI attempted to permanently closed the UST by removal at the above referenced property on September 25, 1996. During the decommissioning activities all residual product was removed from the UST and the UST was rinsed three times with a trisodium phosphate rinsate. The rinsate was also removed from the tank. The UST atmosphere was inert and tested for oxygen and lower explosive limits. The excavation of the UST was then attempted. Due to the unmarked underground utilities for the temporary structure located to the north the excavation has halted, and the project was terminated as being too dangerous to complete. The School District was notified as well as the Tukwila Fire Department. An alternative plan was developed to decommission the UST in place. The Tukwila Fire Department required a Phase II Site Assessment be completed prior to the UST being decommissioned in place. B. Limited phase II site closure and site assessment Due to the requirements of the Tukwila Fire Department a site check program was initiated to permanently close the site with the Fire Department and the WA -DOE. The objective of the Site Check program described herein was to assess the presence or absence of petroleum hydrocarbon concentrations in soil beneath the UST's located on the referenced property. The objective of the Site Check program described herein was to assess the presence or absence of petroleum hydrocarbon concentrations in soil beneath the referenced property. The program consisted of: (1) coring 9 sample points; (2) collecting soil samples for field screening analysis, (3) investigating groundwater levels through off site water table monitoring data 'Provided by EPA, DOE, City of Tukwila, and King County. The Site Characterization program is described in detail in the following - sections. The investigative phase of this project began on 10/7/96 and ended on 10/31/96 by PSCI obtaining 9 core soil samples from sampling points throughout the vicinity of the UST. All depth- specific soil _samples collected from on -site coring points were analyzed using EPA and DOE approved field - ning methods and or certified laboratory analysis. The depths of the test sampling points ranged feet bgs to 13 feet bgs. Soil samples were collected within the test coring points by using a split :;powered sampling auger and then placed in glass jars. The sample containers were then labeled aced in a chilled cooler. The samples were tested for WTPH -D so as to access the condition of the strata in the vicinity of the #2 diesel heating fuel LUST for DCS above the MTCA Method A 'standard of 200 ppm for WTPH -D. 0230 East Riverside Drive, Bothell, Washin• .n 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 PSCI field procedures included decontamination of all sampling equipment using three - bucket system that included an Alconox/water wash, water rinse, and deionized water rinse. Sampling equipment was decontaminated between each sampling event. C. Estimated impact area & volume Method B: WA -DOE through its issuance of the Interim Interpretive and Policy Statement for Cleanup of Total Petroleum Hydrocarbons, (Hereinafter "Interim Regulations ") January 16, 1997 has provided a site specific cleanup level guideline under Method B of the current MTCA regulations. Based on PSCI's field investigation soil with concentrations of diesel or gasoline range TPH exceeding the MTCA Method B cleanup level of 2,320ppm do not remain in place on the subject property. No sensitive environmental areas were impacted by this release and PSCI maintained routine monitoring of the surface and subsurface water so as to protect the highest beneficial use of these resources. The project concluded with the property being left in an unrestricted site use condition. Throughout this project, the professional staff of PSCI followed all currently known legally applicable regulation, standards, and requirements of the EPA, and WA -DOE with this report summarizing all activities to date D. On -site risk level Based on the subject site, subsurface soil investigation, and regulatory review it appears that the property has a low susceptibility to on -site contamination. The target property is listed on one -state database lists. The Facility Index System (FINDS) list. E. Off -site risk level Based on the subject site, and regulatory review it appears that the property has a low susceptibility to off -site contamination. It is our opinion that there are few potential risk factors regarding off-site sources of contamination. These risk factors, and mitigating circumstances, are listed below: 4 properties located within a i/2 mile of the subject site are listed on some type of Washington State hazardous waste list. 3 additional properties listed are located within 1 mile from the target site. All the properties except one listed above where at an elevation equal to or greater than the subject property. II. PURPOSE AND SCOPE OF SERVICES The purpose of this study was to evaluate the subject site and vicinity for indications of environmental contamination due to previous activities associated with the former UST's located on the property. Based on the above purpose and information, this assessment of the parcel included: • A review of regulatory agency files and database lists for the purpose of evaluating reported environmental concerns in the vicinity of the project site; • A survey of geologic and topographic maps, as well as reported water wells in the vicinity; • Limited soil sampling and analysis for the evaluation of TPH in the diesel and gasoline range to include contamination surrounding the form e_4 UST's previously located on the subject site. • Determining which method to use; • Determining reasonable maximum exposure limits (WAC 173- 340 - 708(3)); • Developing cleanup levels for individual substances in individual media, taking into account potential cross -media contamination; and formula values based on human health; • Preparation of Phase II Environmental Site Assessment to include Method B site closure documenting the findings of our investigative study. nvironmental impairment of a property as a result of activities such as illicit or unreported dumping or filling of hazardous or deleterious materials may not be readily apparent. Our assessment report !resents PSCI's professional opinion and is based on the data collected and reviewed by our ofe's`sional staff to the level and effort authorized. This Phase II environmental assessment and closure as prepared in accordance with the following reports. The Washington State Department of logy (WA -DOE) publication entitled Guidance for Remediation for Underground Storage Tanks, 0230 East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 • • Guidance on Preparing Independent Remedial Action Reports Under MTCA, the standards developed under the American Society for Testing and Materials (ASTM), and all regulation listed under Model Toxics Control Act (MTCA). Our report does not include a comprehensive investigation for all possible substances subject to regulation or potentially detrimental to human health and/or the environment. Findings and conclusions are our professional opinion and are not a warranty (express or implied), guarantee or positive assertion as to the presence, absence or extent of hazardous substances at the above referenced subject property. IQ. PHYSICAL ENVIRONMENT A. Geology and soils Information on soil types at the project site was gathered from both on -site observations by PSCI, as well as, off-site review of local geologic information. The Puget Sound area including the Monroe region occupies the central part of a trough where glacially derived sediments were deposited during several episodes, culminating with the Vashon Stade of the Fraser Glaciation, which ended roughly 13,500 years ago. The advance of the Vashon Glacier deepened and widened north -south trending valleys. Thick bodies of sand, gravel, and till were deposited over the area, followed by a period of alluvial valley filling, localized peat deposition, minor erosion, and soil development. According to the USGS map "Geologic Map of the Monroe Quadrangle, Washington," the geology of the site is classified as advance outwash. Advance outwash is described as, "clean, mostly gray, well stratified, unconsolidated sand with pebbles and some cobbles. Locally silty and oxidized as bar and channel sediment in and along meltwater streams flowing from the advancing Vashon glacier ". The United States Department of Agriculture Soil Conservation Soil Survey of the area was consulted for information concerning soils and surrounding area. The Survey classifies the soils at the site as Urban Land where identification of the soil types was not feasible due to development. Nearby classified soils are of the Alderwood association, which is described as "Moderately well drained soils that have dense, very slowly permeable glacial till at a depth of 10 to 40 feet ". The geology of the soils underlying the former UST locations appears to have been influenced by previous excavation and construction activities. The soil in this area is consistent with a CDF backfill wMaterial that has a sand base. This material primarily consists of well -graded sand and small gravel ith some clay content. The soil matrix has predominantly one -grain size with intermediate sizes ,missing. This soil stratum is located from the surface to approximately 5 feet beneath ground surface ..: PP y gr ,(s). Additional on -site investigation throughout the remediation project indicated that this CDF sand aterial is underlain by the natural geologic soil conditions. These natural soil structures consist of up o,14 feet of dense silty to gravelly sand classified as glacial MI characterized as having very' low '� �_ eability in general. This glacial till is again underlain with a very dense layer of sand with minor (11.: vel, classified as an advance outwash soil matrix that is again characterized as having very low ability, and very good seismic stability. "rra site investigation through source data within the US Geological Survey, 1995, as well as, EPA, and City of Tukwila indicates soil conditions consistent with field data found on the site B.. Hydrogeology and groundwater 1. WATER WELLS AND PUBLIC WATER SUPPLY 4`' flow direction for a particular site is best determined by a qualified environmental ���� `L'' alt *sing site- specific well data Since no such data was reasonably ascertainable, it was ";to ely on other sources of information including well data collected on nearby properties, East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486-6936 regional groundwater flow information (from deep aquifers), and surface topography. Although groundwater flow direction is difficult to predict without subsurface exploration data, an estimate of probable near - surface groundwater flow direction is provided to help evaluate potential on -site and off - site contaminant impacts. Groundwater flow direction is the path along which dissolved contaminants might migrate if present in groundwater supplies. Typically, the near - surface groundwater flow direction follows topography. For example, if a parcel slopes down to the south, then near - surface groundwater flow direction is likely towards the south. However, variations in this assumed flow direction may exist that would remain uncharacterized without performing subsurface exploration beyond the scope of this type of study. Based on these assumptions and that it appears that the subject site is situated on a topographically shallow gradient area adjacent to a drainage area, the hydrogeologic gradient for this report has been determined using the depth to water table information available for the area. Where available, the closest well in each quadrant has been identified (up to a radius of 5 miles around the target property) and used in the gradient calculation. While an attempt has been made to segregate shallow from deep aquifers, this cannot always be assured. Groundwater flow in the aquifer associated with the wells appears generally to be to the east- northeast. Four federal wells are located less than 3 miles from the subject site. The closed federal well is less tan 'A mile from the site on the down gradient side of the property. The closest public water supply well is located less than 3 miles from the property, at an elevation of 400 ft above MSL. This well is currently active and has had major violations within the last 6 months. Depth to the water table is recorded at 100 -ft. $ �F _:. %cr 1� �+.� io'twa.aaaa •' *._ ' �� f ■✓, "RESULTS OF REGULATORY AGENCY FILES AND DATABASE REVIEW eadily available regulatory agency reports generated from databases were reviewed with respect to the subject site and surrounding property. The reports, obtained from federal, state, and local government were reviewed in an effort to document any reported environmental problems or concerns, C have occurred at the site, or in the surrounding area. Sites or facilities appearing on the reviewed mss, Within a certain distance or radius of the subject site, are discussed below. The search radii I utilizes for this report meet or exceed those specified under ASTM E 1527 -97. The address of the 1 -10230 East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 • • subject property for which the search was intended is 4640 South 144th Street, Tukwila, Washington 98168. A. No Data Found No sites were found in PSCI's search of available ( "reasonably ascertainable ") government records either on the subject property or within the ASTM E 1527 -97 search radius around the subject property for the following Databases. • NPL: National Priority List • Delisted NPL: NPL Deletions • RCRIS -TSD: Resource Conservation and Recovery Information System • CERCLIS: Comprehensive Environmental Response, Compensation, & Liab. Information System ■ CERC- NFRAP: Comprehensive Enviro. Response, Compensation, and Liab. Information System ■ CORRACTS: Corrective Action Report • SWF/LF: The Solid Waste Facility / Landfill Sites records. • UST: The Underground Storage Tank. • RAATS: RCRA Administrative Action Tracking System • RCRIS -LQG: Resource Conservation and Recovery Information System • IBMS: Hazardous Materials Information Reporting System • PADS: PCB Activity Database System • ERNS: Emergency Response Notification System ■ TRIS: Toxic Chemical Release Inventory System • NPL Lien: Federal Superfund Liens • TSCA: Toxic Substances Control Act • MLTS: Material Licensing Tracking System • ROD: Records of Decision • CONSENT: Superfund (CERCLA) Consent Decrees ■ Air Emissions: Washington Emissions Data System • Coal Gas: Former Manufactured gas (Coal Gas) Sites. B. Subject Property The subject property was identified on the FINDS lists. C. Surrounding Properties Elevations have been determined from the USGS 1 degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. PSCI's definition of a site with an elevation equal to the subject operty includes a tolerance of +or -10 feet. Sites with an elevation equal to or higher than the subject roperty has been differentiated below from sites with an elevation lower than the subject property (by more than 10 feet). Map identification numbers refer to the Radius Map report where detailed data on vidual sites can be reviewed. Sites listed in bold are listed on more than one database. 1. CSCSL e;State. Hazardous Waste Sites records are the state's equivalent to CERCLIS. These sites may or aynot already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state ds are identified along with sites where potentially responsible parties will pay for cleanup. The data es:from WA -DOE Confirmed & Suspected Contaminated Sites List. A review of the CSCSL list ;01/17/1997 has revealed that there are 4 CSCSL sites within approximately 1 Mile of the subject ual / Hi her Elevation Address 4611 S. 134 P� lace 4435 S. 134 Place S. 133 ' St./ S. 134 St. 3025 S. 150 Street Dist / Dir LURID 1/21 7 1/2 1 B 1/2 1 B 1/21 10 at Riverside Drive, Bothell, Washin. on 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 2. LUST The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data comes from the Department of Ecology's Leaking Underground Storage Tanks Site List. A review of the LUST list dated 02/01/1997 has revealed that there is 3 LUST sites within approximately 0.5 Miles of the subiect vronerty. ual / Hi her Elevation Address Dist / Dir Ma i ID Showalter Middle School 4628 S. 144 Street 0 - 1/8 3 7- Eleven Food Store 14207 Pacific Hwy S 1. - 1/: 5 BP 03154 14415 Pacific HWY S. Y. -' /z 6 3. RCRIS The Resource Conservation and Recovery Act database includes selected information on sites that generate, store, treat, or dispose of hazardous waste as defined by the Act. The source of this database is the US EPA. A review of the RCRIS list dated 02/01/1997 has revealed that there are 1 RCRIS sites within approximately 0.25 Miles of the subject property. ual / Hi her Elevation WDOE NRO 144 & Macadam Address S. 144 & Macadam Rd. Dist / Dir 1/8 —1/4 Ma i ID 4 4. TRAP These are remedial action reports Ecology has received from either the owner or operator of the site. These actions have been conducted without department oversight or approval and are not under an order or decree. A review of the WA ICR list dated 03/01/1997 has revealed that there are 2 WA IRAP sites within approximately 0.5 Miles of the subject property. i ual / Hi her Elevation Address Dist / Dir Ma . ID 7- Eleven Food Store 14207 Pacific Hwy S 1/. .1/2 5 BP 03154 14415 Pacific HWY S. 1/4 - 1/2 6 D. Area Radon Information EPA Radon Zone for Zip Code 98168: 3 Zone 1: indoor average level > 4pCi/L. Zone 2: indoor average level >= 2pCi/L Zone 3: indoor average level < 4pCi/L V. TARGET PROPERTY COORDINATES A. Longitude & Latitude Longitude (West): 122° 16.359' Latitude (North): 47° 28.469' B. Universal Transverse Mercator Zone 10 554808m E 5257936m N METHOD B FORMULA CALCULATIONS A. Introduction ocording to the MTCA (WAC 173- 340 -700) and Cleanup Levels and Risk Calculation (CLARC II), ere "are three methods used to determine cleanup levels; Methods A, B and C. Method A is appropriate for routine sites (see WAC 173- 340 -130 for a definition of routine site) or sites that involve relatively few hazardous substances. Method B is the standard method for determining cleanup levels afd.- s. applicable to all sites. Method C is the conditional method where Method A or B may be `u ' ibleto achieve or may cause greater environmental harm. Cleanup level methods are established ad water, surface water soil, industrial soil, and air. 0230 East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 B. WAC I73- 340- 700(3)(b): Method B: Standard method. Method 13 is ground water, surface water, soil, and air. established using applicable state and federal through 173- 340 -750. the standard method for determining cleanup levels for Cleanup levels for individual hazardous substances are laws or the risk equations specified in WAC 173- 340 -720 For individual carcinogens, cleanup levels are based upon the upper bound of the estimated excess lifetime cancer risk of one in one million (1 x 10 -6). For individual noncarcinogenic substances, cleanup levels are set at concentrations, which are anticipated to result in no acute or chronic toxic effects on human health and the environment. Under this method, the total excess lifetime cancer risk for a site shall not exceed one in one hundred thousand (1 x 10 -5) and the hazard index for substances with similar noncarcinogenic toxic effects shall not exceed one (1). C. Method B Formula Concentrations which are estimated to result in no acute or chronic toxic effects on human health via direct contact with contaminated soil and are determined using the following equation and standard exposure assumptions: (See detail calculations below) Soil Cleanup Level (mg/kg)= RFD x ABW x UCF2 x HO SIR X AB1 x FOC Soil Cleanup Level = 2,785.86mg/kg 146116 x 1,000 00.239 200x111 Where: RFD = ABW = UCF2 = SIR = AB1 = FOC = HQ = Reference Dose as defined in WAC 173- 340 - 708(7) Average body weight over the period of exposure. Units conversion factor (1,000 mg/kg) Soil ingestion rate (200mg/kg -day) Gastrointestinal absorption rate (1) Frequency of contact (1) Hazard quotient 1. REFERENCE DOSE Inhalation reference doses listed in the table are in terms of mg/kg/day. When evaluating air cleanup levels, HEAST or IRIS should be checked for chemicals that do not have values listed in the table. There have been many debates about the appropriateness of this conversion, as it assumes that the ;breathing rate and respiratory system of rodents are equivalent to those of humans. However, EPA X is currently using this conversion. {Concentration based inhalation reference doses may be converted to actual doses using the formula: (mfg -day) = C x UCDF x ABW x 13R 146 1022 x .5 x 1/70 x 20 ere: Contaminate (1,255mg/kg) Units conversion factor (.5 mg/m3) Average body weight (1 /70kg) Breathing rate (20 m3 /day) 2. AVERAGE BODY WEIGHT OVER THE PERIOD OF EXPOSURE �setimated based on a 4.375 -year exposure period for residential property. kg 70kg / 4.375 years CPO. East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax 425) 486 -6936 1.25E-051 0.1681 .78841 3. ESTIMATED HAZARDOUS INDEX As stated above, the hazard index for substances with similar noncarcinogenic toxic effects shall not exceed one (1). A review of the Method B formulas that calculate the hazard index for the above listed property indicate an HQ rating of 0.2924 well below the allowable limit of 1. Alivhatics EC 5-6 EC >6 -8 EC >8 -10 EC >10-12 EC >12 -16 EC >16-21 Aromatics EC 5 -7 EC >7 -8 EC >8 -10 EC >10 -12 EC >12 -16 EC >16 -21 EC >21 -35 Alivhatics & Aromatics PAHs Benzo(a)pyrene Chrysene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Benzo(k)fluoranthene Benzo(a)anthracene Benzo(b)fluoranthene Diesel Avg. Percent Weight 2.80 2.74 2.10 20.00 32.00 19.20 Soil Level ppm 1,022 ORM 28.62 28.00 21.46 204.40 327.04 196.22 Residential Factor HQ mg/kg Allowable Method B mg/kg 78.841 805.741 0.061 0.50 1.90 3.22 6.31 2.01 2.07 0.50 5.11 19.42 32.91 64.49 20.54 21.16 5.11 16.51 168.73 0.03 1.25E-05 0.070 .1651 95.35 1,196.64 0.238 .9535 Diesel Avg. Soil Percent Level ppm Residential Risk Weight 1,022 OCPF Factor mg/kg 0.70 7.15 7.3 1.00E-06 0.0001 0.90 9.20 7.3 1.00E-06 0.0001 0.10 1.02 7.3 1.00E-06 0.0000 0.60 6.13 7.3 1.00E-06 0.0000 0.65 6.64 7.3 1.00E-06 0.0000 1.00 10.22 7.3 1.00E-06 0.0001 0.70 7.15 7.3 1.00E-06 0.0001 Allowable Method B mg/kg 4.651 58.361 1 1 0.00031 .0465 Hazardous Risk Index (1 being the maximum allowable) HQ = 00.239 VILLABORATORY QUALITY ASSURANCE/QUALITY CONTROL A quality assurance program is designed to assess the adherence of the analytical laboratory's procedures to standards established by state and/or federal regulations. PSCI implements quality control on its projects through establishing company goals and implementing standard company policies. When selecting subcontractors, PSCI examines the subcontractor's quality assurance program to assess if the data/services they provide also conform to the standard of quality A demand. In terms of laboratories; PSCI insists on a quality control package, which demonstrates reliability, accuracy, and reproducibility. The laboratory through a variety of methods including surrogates blanks, duplicate samples, and matrix Pikes can document these standards. uli''ogates are utilized to identify a standard of laboratory performance on individual samples. Samples, batik§, and standards are spiked with surrogate compounds prior to preparation and analysis. During ysis, the concentration of the surrogate compound is measured, and the percent recoveries are talc late . This provides a measure of the laboratory's accuracy. For the purpose of this study, all associated surrogate recoveries were within an acceptable range. • .spikes are samples to which a known amount of analyte is added prior to beginning an analytical ate ..., e:'; These samples are utilized to determine a measure of precision and accuracy of an analytical 'various sample matrices. It should be noted that the data provided by this quality control 66- uld not be used as the sole criteria to evaluate the precision/accuracy of individual samples. East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 • • Matrix spikes must be used in conjunction with all quality control data in order to provide a meaningful measure of the precision and accuracy of an analytical method. All matrix spike results were within acceptable quality control parameters. All of the quality assurance/quality control (QA/QC) data associated with the soil samples collected during this phase of work were within acceptable parameters as defined in the EPA document "Test Methods for Evaluating Solid Waste" (SW -846). VIII. STAFFING PSCI's professional staff are licensed by the International Fire Code Institute (IFCI), Washington State Department of Ecology (WA -DOE), California State Environmental Protection Agency (CA -EPA), Alaska State Department of Environmental Conservation (AK -DEC), and the U.S. Environmental Protection Agency (US -EPA) to provide a complete scope of services. In addition PSCI staff have also completed a minimum of 40 hours of hazardous waste operations and emergency response (HAZWOPER) training in accordance with 29 CFR 1910.120. PSCI Environmental engineers, geologists, and field technicians specialize in the design, construction, and operation of soil and groundwater remediation systems. Their qualifications include over 292 bioremediation projects successfully completed over the last 5 years at various types of sites. Experience includes the management of both large and small remediation projects addressing both soil and groundwater impacted with various petroleum products. Managing geo-tech studies, hazardous waste site characterization, and groundwater remediation. They are experts in the occurrence, migration, transformation, and remediation of organic contaminates in soil and groundwater. In addition our professional staff have provided regulatory interpretations and assistance to industrial customers for environmental compliance. IL CONCLUSION PSCI Environmental has conducted a limited subsurface site investigation at 4640 South 144th Street, Tukwila, Washington 98168 to evaluate the vertical and lateral extent of petroleum concentrations in the soil and groundwater. The conclusions of this investigation are discussed in the following sections. A. Clean -Up Level Guidelines The Washington State Department of Ecology has developed the Model Toxics Control Act Clean-Up Regulations, WAC Chapter 173 -340 to regulate standards of environmental compliance with regard to soil and groundwater contamination. The following table outlines the clean-up levels for soil and .groundwater for the constituents analyzed in this investigation. The soil clean-up levels listed below are or residential facilities. As calculated in Section VII subsections B of this report the following Method B, cleanup level are indicative of the maximum total risk to human health at this site for contaminates tested In addition Method A standards are also listed for comparison. onshtuent Soil mg/kg (ppm) Groundwater ug/L (pub) eihid B (diesel) 2 7 101000.00 �:.;;� 85.86 etr dA diesel) 200.00 1,000.00 B. Soil collected soil samples were field screened by using a SRI Gas Chromatograph (GC). A qualitative '—'_iation for gasoline, diesel and oil were performed on all samples using. the WA -DOE method - HCID. The analytical results from this initial round of qualitative analysis indicated that diesel iLi ° - i'oleum hydrocarbons were present in 5 of the 9 samples no sample tested positive for gasoline 7'73.--05LII. aced on the results of the WTPH -HCID sampling 9 samples were analyzed for diesel range � ` hydrocarbons using the WTPH -D. The WTPH -D analytical sampling results indicated that 3 ies contained diesel range hydrocarbons above the MTCA Method A cleanup level but ''r'%' ' e calculated Method B levels. ,s,Y East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 i + >2 An approved WA certified Laboratory analyzed 9 soil samples for WTPH -D, 3 soil samples contained concentrations above MTCA Method A clean-up level - reporting limit but below the calculated Method B levels. Sample Number Matrix, Soil Date Sampled 10/7/96 Coring Depth (ft) 8.0 -9.0 TPH -D I ppm 1726 JH1 -8-107 PA -1 -8-107 Soil 10/7/96 8.0 -9.0 600 PA -2-7 -107 Soil 10/7/96 7.0 -8.0 325 PA -3 -7 -107 Soil 10/7/96 7.0 -8.0 196 PA-4 -8 -1022 Soil 10/22/96 8.0 -9.0 58 PA -5 -8 -1022 Soil 10/22/96 8.0 -9.0 ND PA -6 -7 -1022 Soil 10/22/96 7.0 -8.0 ND PA -7 -7 -1022 Soil 10/22/96 7.0 -8.0 ND PA -8 -9 -1022 Soil 10/22/96 9.0 -10.0 ND X. LIMITATIONS This report has been prepared in accordance with the terms of our contract, and in compliance with generally accepted environmental assessment practices, governed under the ASTM and WA -DOE MTCA standards. PSCI has prepared this report for the exclusive use of Ms. Andrea Wells and her agents for the specific application to the project site. PSCI has performed all requested services in a manner consistent with the level of care normally exercised by members of the environmental sciences profession currently practicing under similar conditions in the area. This report represents PSCI professional opinion and is based on the data collected and reviewed by our professional staff to the level and effort authorized. Environmental impairment of a property as a result of activities such as illicit or unreported dumping or spilling of hazardous or deleterious materials may not be readily apparent. No investigation is thorough enough to exclude the presence of all hazardous materials on a given site. This report does not include a comprehensive investigation for all possible substances subject to regulation or potentially detrimental to human health and/or the environment. Findings and conclusions are our professional opinion and are not a warranty (express or implied), guarantee or positive assertion as to the presence, absence or extent of hazardous substances at the above referenced subject property. We appreciate the opportunity of providing these services. If you have any questions regarding the material covered in this report, please call. Sincerely, CI ENVIRONMENTAL. :Dimon or Pacific s_: Construct Bruce E. Fisc er, Vice - President 1()230 East Riverside Drive, Bothell, Washington 98011 Phone (425) 488 -6727 Fax (425) 486 -6936 • • HISTORICAL TOPOGRAPHIC MAP REPORT PSGI ENVIRONMENTAL :10230 East Riverside Drive, Bothell, Washington 98011 -3709 ffin vat ramisintst IMMERTENAMMII INNIENEWAIRM ifikel FP UMW SAK: 1 /rAitrAriPMWI IZPIIIgtWatrg MINNIN1141 mwarahro-,mit MIEWARM AMS 4\ • L2 \ • BM Foster G di i4 0,... it • . Course \\\\ . lyjk. RI? ,z ! BM .23 fi • *WM oil lintak VERIEWMELWal , • rapt_ it Zit iititaffite 1.•k bilk\ Mi1Ik'!: y `L8 ill� i rton He g`' ��� a SIMICIIIMMOK 'IV IL:41‘1441ffinralifirdi rieremr Cre1_ 'v orrA•miii ion ow rialp i Ss+ i i► ` g SE av II Aka li o►it Il to//rr..' _i A lEEMIKWAIVA14.1t4 eaTac Wif7rIERr Lao, 1 Tanaininnisa "'1114,,a4 7 iiims"van zzr;i'ltes 1' 8 • Lack -7?qiue \ • \ greler 11"14114111 I rtreklit gip FAL nit! r-,,-\ II bilk ME1116: RE .flizAiolatiati wil , VINNIMIN..,7. IACNNI 44.....k, PA ih• Blagk jirv:—eN A`•0 .. . ,emu _ - , s'• 4 f,1 —ate - . "- :. -2 0 I IP .41 6 rii r limo XV; 11 01-0 u ■ -n 0 Park° 5impinp $ta_ Earlington Golf Course '--� PACIFIC , —_ � �I�i11E ,W Atli "rasa mii1 Aar. Alit tut i��ae Ca Sc sta ubs a 5 1.. • • OVERVIEW MAPS PSCI ENVIRONMENTAL 10230 East Riverside Drive, Bothell, Washington 98011 -3709 TOP PHIC MAP - 180461.4s - G - ish Environmental H KING JR ►q WA Iwo ePlcenter, Richter 5 or greater Well In quadrant Well In quadrant ,Water Supply Well 12 2118 South Central School District #400 4640 S 144th St Tukwila WA 98168 47.4742 / 122.2741 CUSTOMER: CONTACT: INQUIRY #: DATE: Greenfish Environmental Mr. Casey Green 180461.4s June 12, 1997 5:44 pm EW MAP - 180461.4s - Greenfis • South Central School District #400 Tukwila WA 98168 47.4742 / 122.2741 CUSTOMER: Greentish Environmental CONTACT: Mr. Casey Green INQUIRY #: 180461.4s nil-1-c. AIL MAP - 180461.4s - Greenfi Environmental 61 1 '1, ‘1' Property at elevations higher than I to the target property at elevations lower than et property tion Sites (If requested) • Receptors • .Priority List sites - , Sites t OPERTY• South Central School District #400 N Power transmission lines N on& Gas pipelines 4640 S 144th St P: Tukwila WA 98168 47.4742 / 122.2741 1/16 116 CUSTOMER: CONTACT: INQUIRY #: DATE: Greenfish Environmental Mr. Casey Green 180461.4s June 12, 1997 5:41 pm • • MAP SUMMARY LISTINGS PSCI ENVIONMENTAL 10230 East Riverside Drive, Bothell, Washington 98011 -3709 • MAP FINDINGS SUMMARY SHOWING ALL SITES Tar et Search Database Tarp Distance (Miles) < 1/8 NPL / 1/= 1/4 - 1/2 1/2 - 1 Total 1 Plotted Delisted NPL 1.000 0 0 0 RCRIS -TSD 0 TP NR NR 0 NR 0 0.500 NR NR NR 0 CSCSL 0 CE,RCLIS 0 1.000 0 0 NR NR 0 p CERC NFRgp 0.500 0 4 NR 4 0 0 CORRACTS TP NR NR NR NR 0 State Landfill 1.000 NR NR NR 0 0 LUST 0.500 0 0 0 0 NR 0 UST 0 0.500 1 0 0 NR NR 0 0.250 2 NR NR 3 RAATS 0 NR RCRIS Sm. Quan. Gen. 0 TP NR NR NR NR 0 0.250 NR NR NR 0 RCRIS Lg. Quan. Gen. 0 1 0.250 NR NR NR 1 HMIRS 0 PADS TP NR NR NR NR NR 0 ERNS TP NR NR NR 0 NR NR NR NR NR 0 FINDS TP NR NR TRIS X TP NR NR NR 0 NR NR NR NPL Liens TP NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 a MLTS TP NR NR NR NR NR 0 TP NR NR NR ROD NR NR 0 CONSENT 1.000 NR NR NR 0 0 1.000 0 0 NR 0 0 0 Wa Air Emissions (EMI) 0 0 WAIRAP 0 TP NR NR 0 NR 0 0.500 NR NR NR 0 Coal Gas 0 1.000 0 0 4? NR NR 2 0 0 NR 0 TP = Target Property NR = Not Requested at this Search Distance * Sites may be listed in more than one database Database NPL Delisted NPL 1.000 0 0 RCRIS -TSD TP NR NR CSCSL 0.500 0 0 CERCLIS 1.000 0 0 CERC -NFRAP 0.500 0 0 CORRACTS TP NR NR State Landfill 1'000 0 0 LUST 0.500 0 0 UST 0.500 1 0 RAATS 0.250 0 0 RCRIS Sm. TP Quan. Gen. NR NR 0.250 RCRIS Lg. Quan. Gen. 0 1 HMIRS 0.250 0 0 PADS TP NR NR ERNS TP NR NR FINDS TP NR NR TRIS X TP NR NR NPL Liens TP NR NR TSCA TP NR NR MLTS TP NR NR ROD TP NR NR CONSENT 1.000 0 0 Wa Air Emissions (EMI) 1.000 0 0 WA IRAP TP NR NR Coal Gas 0.500 0 0 1.000 0 0 • MAP FINDINGS SUMMARY SHOWING ONLY SITES HIGHER THAN OR THE SAME ELEVATION AS TP Target Search Property Distance (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 2 - 1 > 1 Pot, / 1 Plot TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database 0 NR 0 0 0 NR 0 0 2 NR NR NR NR NR NR NR NR NR NR NR NR 0 0 NR 2 0 NR 0 NR NR 0 NR NR 0 4 NR 4 NR NR 0 NR NR 0 0 NR 0 NR NR 0 NR NR 3 NR NR 0 NR NR 0 NR NR 1 NR NR 0 NR NR 0 NR NR 0 NR NR 0 NR NR 0 NR NR 0 NR NR 0 NR NR 0 NR NR 0 0 NR 0 0 NR 0 NR NR 0 NR NR 2 0 NR 0 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Nur Database(s) EPA ID Nun Coal Gas Site Search: No site was found In a search of Real Property Scan's ENVIROHAZ database. A2 SOUTH CENTRAL SD 406 Target 4640 S 144TH ST Property SEATTLE, WA 98168 FINDS 1000973920 WA0000271 Al SOUTH CENTRAL SD 406 BUSINESS OFFICE Target 4640 S 144TH ST Property TUKWILA, WA 98188 3 WNW < 1/8 Higher 4 East 1/8 -1/4 Higher FINDS 1000657718 WAD013408 SHOWALTER MIDDLE SCHOOL 4628 S 144TH ST TUKWILA, WA 0 LUST: Facility ID: Release Date: Release Status: Affected Media: 200903 1/4/95 CLEANUP STARTED SOIL Ecology Region: Release ID: Status Date: Region: North Westem 5584 5/21/95 STATE LUST S101509324 N/A WDOE NRO 144TH & MACADAM S 144111 ST & MACADAM RD S SEATTLE, WA 98168 RCRIS: Owner: STATE OF WASHINGTON Record Date: 08/03/90 Classification: Not reported Used Oil Recyc: No Violation Status: No violations found RCRIS -SQG 1000455988 FINDS WAD988475i 7- ELEVEN FOOD STORE #22866 14207 PACIFIC HWY S SEATTLE, WA 98168 LUST: Facility ID: Release Date: Release Status: Affected Media: Facility ID: Release Date: Release Status: Affected Media: 8603 11/6/95 AWAITING CLEANUP GROUND WATER 8603 11/6/95 AWAITING CLEANUP' SOIL Ecology Region: North Westem Release ID: 324111 Status Date: 11/27/95 Region: STATE Ecology Region: North Westem Release ID: 324111 Status Date: 11/27/95 Region: STATE UST,, LUST WA IRAP 0003028551 N/A TC180461.4s Page Map ID Direction Distance Elevation Site est /4;1/2 her • MAP FINDINGS 7- ELEVEN FOOD STORE #22866 (Continued) UST: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: 8603 8/1/81 10,000 TO 19,999 GALLONS 1 North Westem 8603 8/1/81 10,000 TO 19,999 GALLONS 1 North Westem 8603 8/1/81 10,000 TO 19,999 GALLONS 1 North Western Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: EDR ID Number Database(s) EPA ID Number REG Operational Steel- Unprotected LEADED GASOLINE NOL Operational Steel- Unprotected UNLEADED GASOUNE SNL Operational Steel- Unprotected UNLEADED GASOLINE BP 03154 14415 PACIFIC HWY S SEATTLE, WA 98168 LUST: Facility ID: Release Date: Release Status: Affected Media: Facility ID: Release Date: Release Status: Affected Media: UST: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: nstall Date: Capacity: Ompartment #: cology Region: 9575 11/8/91 CLEANUP STARTED GROUND WATER 9575 11/8/91 CLEANUP STARTED SOIL 9575 1/1/69 Not reported 1 North Westem 9575 1/1/69 Not reported 1 North Westem 9575 1/1/69 Not reported 1 North Westem 9575 1/1/69 Not reported 1 North Westem Ecology Region: North Westem Release ID: 2775 Status Date: 6/1/95 Region: STATE Ecology Region: North Western Release ID: 2775 Status Date: 6/1/95 Region: STATE Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: UST LUST WA TRAP 1 Closure in Proc Steel- Unprotected LEADED GASOUNE 2 Closure in Proc Steel- Unprotected UNLEADED GASOUNE 3 Closure in Proc Steel- Unprotected UNLEADED GASOUNE 4 Closure in Proc Steel- Unprotected USED OIL/WASTE OIL U003028551 U000801581 N/A TC180461.4s Page 9 Map ID Direction Distance Elevation MAP FINDINGS Site Database(s) EPA ID Numb€ EDR ID Numb( BP 03154 (Continued) Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: 9575 7/10/93 Not reported 1 North Westem 9575 7/10/93 Not reported 1 North Westem 9575 7/10/93 Not reported 1 North Westem Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: U000801581 REGULAR Operational Fiberglass Reinforced Plastic LEADED GASOUNE SUPER Operational Fiberglass Reinforced Plastic UNLEADED GASOUNE UNLEADED Operational Fiberglass Reinforced Plastic UNLEADED GASOUNE SI LODEC 4611 S 134TH PL •, . TUKWILA, WA 98168 RCRIS: Owner: IDEA INC 2, Record Date: 07/02/91 Classification: Small Quantity Generator "-used Oil Recyc: No ;Violation Status: No violations found RCRIS-SQG 1000706841 FINDS WAD988491131 CSCSL TC180461.4s Page 10 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number SI LODEC (Continued) 1000706841 SHWS: Facility ID: 2266 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Site Status - those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Groundwater S (Suspected) - Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base /Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Not reported Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Suspected to be present Phenolic Compounds: Not reported Non - Halogenated Solvents: Suspected to be present Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Not reported Affected Media: Media Status: TC180461.4s Page 11 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number SI LODEC (Continued) 1000706841 Facility ID: 2266 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Ste Status - those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Soil Media Status: C (Confirmed) - The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base /Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Not reported Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Confirmed above MTCA cleanup levels Phenolic Compounds: Not reported Non - Halogenated Solvents: Suspected to be present Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported 'Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Coinventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Not reported TC180461.4s Page 12 • Map ID Direction Distance Elevation Site MAP FINDINGS SI LODEC (Continued) Facility ID: 2266 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Awaiting Assessment Independent Site Status those sites undergoing an independent cleanup: WARM Bin Number Not reported Not the outcome of the Washington Ranking Model W Affected Media: Surface Water Model ( WARM): Media Status: C (Confirmed) - The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum Base /Neutral /Acid Organics: UOn) Halogenated Organic Compounds: ot reported EPA Prio pounds: Not reported rity Pollutants - Metals and Cyanide: Not reported Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Confirmed above MTCA cleanup levels Non - Halogenated Solvents: Not reported Dioxin: Suspected to be present Polynuclear Aromatic Hydrocarbons PAH : Not reported Reactive Wastes: ( ) Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Not reported Not reported EDR ID Nun Database(s) EPA ID Num 1000706841 88 AMERICAN TIRES WHOLESALERS North 4435 S 134TH PL 1/2-1 TUKWILA, WA 98168 CSCSL S101703180 Higher N/A TC180461.4s Page 13 Map ID Direction Distance Elevation Site AMERICAN TIRES WHOLESALERS (Continued) SHWS: Facility ID: 2290 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Site Status - those sites undergoing an independent cleanup: WARM Bin Number Not Not reported the outcome of the Washington Ranking Model Affected Media: Groundwater (WARM): Media Status: C (Confirmed) - The presence of hazardous substances•above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum Base /Neutral /Acid p ganicsation) Halogenated Organic Compounds: ot reported EPA Priority Pollutants Not reported rty ollutants - Metals and Cyanide: Confirmed above MTCA cleanup levels Metals - Other non - priority pollutant medals: Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Suspected to be present Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons PAH : Not reported Reactive Wastes: ( ) Not reported Corrosive Wastes: Not reported Radioactive Wastes: Confirmed above MTCA cleanup levels Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Not reported Confirmed above MTCA cleanup levels EDR ID IN Database(s) EPA ID N • e S1017031 TC180461.4s Page 14 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Numt Site Database(s) EPA ID Numt AMERICAN TIRES WHOLESALERS (Continued) S101703180 Facility ID: 2290 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Site Status - those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Sediment Media Status: S (Suspected) - Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base /Neutral /Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Suspected to be present Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Suspected to be present Phenolic Compounds: Not reported Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Suspected to be present Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Suspected to be present TC180461.4s Page Map ID Direction Distance Elevation Site • EDR ID Number Database(s) EPA ID Number AMERICAN TIRES WHOLESALERS (Continued) Facility ID: 2290 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Independent Site Status t - those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Soil Media Status: C (Confirmed) - The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum Base /Neutral /Acid O ganicsation) Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Confirmed above MTCA cleanup levels Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Confirmed above MTCA cleanup levels Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons PAH Not reported : Reactive Wastes: ( ) Not reported Corrosive Wastes: Not reported Radioactive Wastes: Confirmed above MTCA cleanup levels Asbestos: Not reported Conventional Contaminants, Organic: Not reported Not reported Conventional Contaminants, Inorganic: Confirmed above MTCA cleanup levels S101703180 TC180461.4s Page 16 Map ID Direction Distance Elevation Site MAP FINDINGS AMERICAN TIRES WHOLESALERS (Continued) EDRIDI Database(s) EPA ID I Facility ID: 2290 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Site Status - those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Surface Water Media Status: S (Suspected) - Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base /Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Suspected to be present Metals - Other non -priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Suspected to be present Phenolic Compounds: Not reported Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Suspected to be present Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Suspected to be present S101703 69 FOSTORIA PARK INDUSTRIAL CTR. North S 133RD / S 134TH STS. CSCSL S10225811! 1/2-1 TUKWILA, WA 98168 N/A Higher TC180461.4s Page Map ID Direction Distance Elevation Site • MAP FINDINGS EDR ID N Database(s) EPA ID Nt FOSTORIA PARK INDUSTRIAL CTR. (Continued) S1022581 SHWS: Facility ID: 2411 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status - those sites undergoing an independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Groundwater Media Status: C (Confirmed) - The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base /Neutral /Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Confirmed above MTCA cleanup levels Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Not reported Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Confirmed above MTCA cleanup levels TC180461.4s Page Map ID Direction Distance Elevation Site 1 MAP FINDINGS EDR ID I Database(s) EPA ID N FOSTORIA PARK INDUSTRIAL CTR. (Continued) S102258* Facility ID: 2411 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status - those sites undergoing an independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Sediment Media Status: S (Suspected) - Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base /Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Suspected to be present Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Not reported Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Suspected to be present TC180461.4s Pac Map ID Direction Distance Elevation • MAP FINDINGS EDR ID M. Site Database(s) EPA ID Nu FOSTORIA PARK INDUSTRIAL CTR. (Continued) S1022581' Facility ID: 2411 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status - those sites undergoing an independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Soil Media Status: C (Confirmed) - The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base /Neutral /Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Confirmed above MTCA cleanup levels Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Not reported Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Confirmed above MTCA cleanup levels TC180461.4s PE Map ID Direction Distance Elevation MAP FINDINGS EDR ID Numt Site Database(s) EPA ID Numt FOSTORIA PARK INDUSTRIAL CTR. (Continued) S102258115 Facility ID: 2411 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status - those sites undergoing an independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Surface Water Media Status: S (Suspected) - Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base /Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Not reported EPA Priority Pollutants - Metals and Cyanide: Suspected to be present Metals - Other non - priority pollutant medals: Not reported Polychlorinated biPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Not reported Phenolic Compounds: Not reported Non - Halogenated Solvents: Not reported Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Suspected to be present 10 MINCHEW PROPERTY CSCSL S102363902 WSW 3025 S 150TH ST WA IRAP N/A 1/2 -1 SEATAC, WA 98188 Higher TC180461.4s Page • • SITE CHARACTERIZATION REPORT PSCI ENVIRONMENTAL 10230 East Riverside Drive, Bothell, Washington 98011 -3709 Mr. Kevin Fuhrer, CPA South Central School District Number 400 4640 South 144th Street Tukwila, Washington 98168 October 31, 1996 SITE CHARACTERIZATION AND REMEDIAL INVESTIGATION REPORT 96 -2905 SOIL REMEDIATION PROJECT 4640 Soum 144Th STREET TUKWILA, WASHINGTON 98168 Dear Mr. Fuhrer: 1.0 INTRODUCTION Pacific Specialty Construction, Inc. (PSCI), a licensed, bonded and insured environmental construction and consulting firm, was contracted to perform professional services on the above referenced project. As part of these services the following work was performed according to our contract: • Preparation of a Site Characterization and Investigation Report This Site Characterization and Investigation (SCI) report presents the objectives, methods, findings and conclusions of PSCI's soil and groundwater investigations performed at the above referenced property. On October 7 & 22, 1996 PSCI conducted an initial site characterization and investigation in response to conditions resulting from the release of petroleum products from an underground storage tank (UST) located on the above referenced project site. This SCI report has been prepared pursuant to and as part of a voluntary independent cleanup action. PSCI in preparing this report has complied with all known and legally binding reporting requirements developed by the Washington State Department of Ecology (DOE) and recorded under the Model Toxics Control Act (MTCA) [WAC 173 -340]. 1.1 PURPOSE The purpose of this report is to document in writing pursuant to MTCA [WAC 173 - 340450] reporting requirements PSCI's field investigation and activities on the above referenced property. PSCI's investigative and field services were to oversee the identification, isolation, and investigation, of all known diesel contaminated soils (DCS) in the vicinity of the former leaking underground storage tank (LUST). The investigation was to assess the presence or absence of petroleum hydrocarbons in the soil and groundwater. Our opinions and findings summarized in this report are based on these field investigations and analytical data. This site characterization and investigation report is prepared in accordance with the DOE publication entitled Guidance for Remediation for Underground Storage Tanks, dated July of 1991; Guidance on Preparing Independent Remedial Action Reports Under MTCA, dated February of 1993; and all regulation listed under MTCA [WAC 173 -340]. 1.2 SCOPE OF SERVICES The scope of our services included: (1) collection of soil samples for field screening for Total Petroleum Hydrocarbons (TPH); (2) on -site observation of the investigation, and soil sampling performed by PSCI professional staff; (3) off -site investigation using all known and available environmental source information provided through EPA, DOI, DOE, City of Seattle; and King County, and finally (4) preparation of this site characterization and inyestigation report. 13 SITE DESCRIPTION The project site consists of approximately 1000 square feet of an overall school /school administration lot located in Tukwila, Washington commonly referenced as 4640 South 144th Street, Tukwila, Washington MEM 10230 East Riverside Drive, Bothell, Washington 98011 Phone (206) 488 -6727 Fax (206) 486 -6936 • • 96 -2905 98168. The school administration structure faces West. The portion of the property in question is relatively flat with an overall slope of the area to the Northeast. (SEE Exhibit A) Page 2 1.4 OWNER IDENTIFICATION The owners of the above mentioned properties at the time of this report is the South Central School District Number 400. PSCI's contact person for this project is Mr. Kevin A Fuhrer, CPA the Manager of Business and Support Services for the school district. 1:5 GEOLOGY AND HYDROLOGY Information on soil types at the project site was obtained through direct observation during field screen work. The geology of the soils underlying the project site of brown silty mixtures and poorly graded sand, to approximately 8.5 feet beneath ground surface (bgs). This layer was underlain by glacial overridden clay deposits. This glacial overridden sand deposit has a 39% clay content to approximately 15ft bgs. Off site investigation through source data within the US Geological Survey, 1995, as well as, EPA, DOE, and City of Seattle indicates soil conditions consistent with field data found on the site. 1.6 HISTORY It is PSCI's hypothesis that the current property condition is the result of one UST, currently located behind the South Central School District Number 400 Administrative building at 4640 South 144th Street, Tukwila, Washington 98168, leaking petroleum heating fuel into the surrounding soil strata. The current UST is part of a non - active heating oil system being replaced by natural gas. The UST is scheduled for abandonment and decommissioning in the near future by PSCI. PSCI was contracted to conduct soil sampling and laboratory analysis of the soil strata surrounding the current UST located at 4640 South 144th Street, Tukwila, Washington 98168. During the soil sampling activities all industry standards were used to obtain soil samples as directed. Nine samples were collected from the property area surrounding the UST. (SEE Exhibit A & 13) The soil samples were collected within the test coring points by using a split spoon powered sampling auger and then placed in glass jars. The sample containers were then labeled and placed in a chilled cooler. All Samples were transported under standard chain of custody procedures. The samples being processed by a Washington State Certified Testing Laboratory were then transported under standard chain of custody for processing. The samples were tested for WTPH -D so as to access the condition of the soil strata in the vicinity of the UST for total petroleum hydrocarbons contamination above the Model Toxics Control Act (MTCA) Method A cleanup standards of 200ppm for TPH [WAC 173 -340]. The laboratory soil tests resulted in a WTPH -D readings above the MTCA Method A clean-up levels of 200ppm. Due to PSCI's identification of TPH's in the vicinity of the UST locatedgn at 4640 South 144th Street, Tukwila, Washington 98168, PSCI concluded that a null hypothesis with respect to diesel contamination of the soil (DCS) strata surrounding the LUST exceeded cleanup levels governed under MTCA Method A The owner was notified as to this opinion. 2.0 SITE CHARACTERIZATION PROGRAM 2.1 TNTRODUGTION The objective of the Site Characterization program described herein was to assess the presence or absence of petroleum hydrocarbon concentrations in soil beneath the referenced property. The program consisted of: (1) coring 9 sample points; (2) collecting soil samples for field screening analysis, (3) investigating groundwater levels through off site water table monitoring data provided by EPA, DOE, City of Seattle, and King County; and finally (4) the development of this report. The Site Characterization program is described in detail in the following sections. 10230 East Riverside Drive, Bothell, Washington 98011 Phone (206) 488 -6727 Fax (206) 486 -6936 ! , 96-2905 • • Page 3 The investigative phase of this project began on 10/7/96 and ended on 10/31/96 by PSCI obtaining 9 core soil samples from sampling points throughout the vicinity of the UST. All depth-specific soil samples collected from on-site coring points were analyzed using EPA and DOE approved field screening methods and or certified laboratory analysis. A detail description of the soil samples collected are included in Exhibit B. (SEE Exhibit A for locations of samples) .2 Son, SAmpuNo PSCI conducted on site field investigations through the use of soil coring. 9 sample sites were developed by professional staff of PSCI on October 7 & 22, 1996. The depths of the test sampling points ranged from 7 feet bgs to 13 feet bgs. Soil samples were collected within the test coring points by using a split spoon powered sampling auger and then placed in glass jars. The sample containers were then labeled and placed in a chilled cooler. Soil samples were field screened by using a certifiable SRI Gas Chromatography (GC). Samples were analyzed for diesel range petroleum hydrocarbons using the WTPH-D method. Refer to Exhibit A for the location of each of these test coring points. A detail description of the soil samples collected are included in Exhibit B. The samples were tested for WTPH-D so as to access the condition of the soil strata in the vicinity of the #2 diesel heating fuel LUST for DCS above the MTCA Method A cleanup standard of 200 ppm for WTPH-D. Based on PSCI's field investigations soil with concentrations of petroleum hydrocarbons exceeding the MTCA Method A cleanup levels remain in place in the Northeast side of the subject property. The total estimated volume of the DCS is calculated at 256 cubic yards. Refer to Exhibit A and B for descriptions and locations of these areas. Pacific Specialty Construction, Inc. has conducted a site characterization program at 4640 South 144 Street, Tukwila, Washington 98168 to evaluate the vertical and lateral extent of petroleum hydrocarbon concentrations in the soil. The conclusions of this investigation are discussed in the following sections. 3.1 CLEAN-UP LEVEL GUIDELINES The Washington State Department of Ecology has developed the Model Toxics Control Act Clean-Up Regulations, WAC Chapter 173-340 to regulate standards of environmental compliance with regard to soil and groundwater contamination. The following table outlines the clean-up levels for soil and groundwater for the constituents analyzed in this investigation. The soil clean-up levels listed below are for industrial or commercial facilities. CLEAN-UP LEVELS Constituent Soil mg/kg (ppm) Groundwater ug./1, (ppb) TPH (diesel) 200.00 1,000.00 3.2 Son, Of the 9 samples analyzed for WTPH-D by approved EPA and DOE field screening methods, 3 soil samples contained TPH-D concentrations above MTCA Method A clean-up level of 200 mg/kg (ppm) reporting limit. (SEE Exhibit A & B for more details) 33 SOIL CONDITIONS AND CONCLUSION It is PSCI's hypothesis that prior to 1996 a heating oil underground storage tank, used to store diesel fuel for consumption on the property as a heating source, released diesel fuel into the surrounding soil strata underlying the Northeast area of the subject property. During that same time water present on site migrated the fuel throughout the soil strata to a distance of 36 feet from the original source of the release. The maximum volume of DCS is estimates at 256 cubic yards. 10230 East Riverside Drive, Bothell, Washington 98011 Phone (206) 488-6727 Fax (206) 486-6936 96-2905 Page 4 LINIITATIONS This report is intended solely for the use by our client. This report represents Pacific Specialty Construction, Inc. 's professional opinion and is based on the data collected and reviewed by our professional staff to the level and effort authorized. This report does not include a comprehensive investigation for all possible substances subject to regulation or potentially detrimental to human health and/or the environment Findings and conclusions are our professional opinion and are not a warranty (express or implied), guarantee or positive assertion as to the presence, absence or extent of hazardous substances at the above referenced subject property. Sincerely, PACIFICS tYCONSTRIT By: Bruce E. Fisc er, Vice-President -41 10230 East Riverside Drive, Bothell, Washington 98011 Phone (206) 488-6727 Fax (206) 486-6936 • 96 -2905 L • Page 5 EXHIBIT A (FIGURE 1) 4640 South 144th Street Tukwila, Washington 98168 r EXHIBIT B L SUMMARY OF SOIL SAMPLE ANALYSIS 4640 SOUTH 144Th STREET TUKWILA, WASHINGTON 98168 Sample Date Sample Coring TPH -D Field Number I Sampled ll Depth (ft) I Depth (ft) ppm Observation JH -1-8 -107 PA -1 -8 -107 PA -2 -7 -107 PA -3 -7 -107 PA-4 -8 -1022 PA -5-8 -1022 PA -6-7 -1022 PA -7 -7 -1022 PA-8 -9 -1022 10/7/96 8.00 9.00 1726 Heavy Odor; or change 10/7/96 8.00 9.00 600 Heavy Odor, Color change 10/7/96 7.00 8.00 325 Slight Odor; Color change 10/7/96 7.00 8.00 196 Slight Odor, Color change 10/22/96 8.00 9.00 58 Slight Odor, Color change 10/22/96 8.00 9.00 ND No Odor, No Color change 10/22/96 7.00 8.00 ND No Odor; No Color change 10/22/96 7.00 /8.00 ND No Odor; No Color change 10/22/96 9.00 10.00 ND No Odor; No Color change GRIM 10230 East Riverside Drive, Bothell, Washington 98011 Phone (206) 488 -6727 Fax (206) 486 -6936 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206)431 -3665 E -mail: tukplan(a,ci.tukwila.wa.us SEPA ENVIRONMENTAL REVIEW RECEIVED CITY OF TUKWILA JUL 2 2 2003 APPLICATION NAME OF PROJECT/DEVELOPMENT: NEV A Pn..r1b7RPTDON Vtir�.fl�.,�t�- fop. 7uico—m,.A • ',-' DioT IR. •L T- LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL f NUMBS' . y�k� • P� tt 15 230 1 ti9rn 6o H, '41 $ .STJZeCT, TvAL-0; ,4 Toe se.+T" HALF or THE ioyTM t-reor Quarter: 1Y Section: JO Township: 23N Range: 9 EAST ra R"et. (This information may be found on your tax statement) at+icstsrar of VOIS PO ..J.IO W ' r0' DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: l► R P't- /lee L C `L pr+ «7 Vc S SS - U l��V C. ✓'"` Otn^'l-- Address: 721, £ oI.uMAis Sr' r NW, -60e is 641' (��► e� g 6-0 I Phone: C 360) 9y3 - 9450 FAX644))3S % " 90 2 Z Signature: 4oraf2L0 P. \Red_Book \SEPAAPP.DOC, 01/23/03 Date: 7/22/6.3 Hgn FOR STAFF USE ONLY SIERRA TYPE P-SEPA Planner: File Number: 03 _ oa l Application Complete (Date: ) Project File Number: '1'p.... 0 .; -„ 0 of Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: NEV A Pn..r1b7RPTDON Vtir�.fl�.,�t�- fop. 7uico—m,.A • ',-' DioT IR. •L T- LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL f NUMBS' . y�k� • P� tt 15 230 1 ti9rn 6o H, '41 $ .STJZeCT, TvAL-0; ,4 Toe se.+T" HALF or THE ioyTM t-reor Quarter: 1Y Section: JO Township: 23N Range: 9 EAST ra R"et. (This information may be found on your tax statement) at+icstsrar of VOIS PO ..J.IO W ' r0' DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: l► R P't- /lee L C `L pr+ «7 Vc S SS - U l��V C. ✓'"` Otn^'l-- Address: 721, £ oI.uMAis Sr' r NW, -60e is 641' (��► e� g 6-0 I Phone: C 360) 9y3 - 9450 FAX644))3S % " 90 2 Z Signature: 4oraf2L0 P. \Red_Book \SEPAAPP.DOC, 01/23/03 Date: 7/22/6.3 Hgn COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206- 431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). Check :items .:;Information submitted ; .. with application Required:, May.: be waived in unusual cases, upon approval of both Public: Works; .and Planning ... ; .:. -. APPLICATION MATERIALS: i 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed ESA Screening Checklist, State Environmental Checklist and drawings (5 copies). I/ 3. One set of any plans submitted reduced to 8 1/2" by 11 ". One complete set of PMTs of the final drawing set will be required prior to final approval. 4. Application Fee $500. / 5. Underlying permit application that triggers SEPA Review. PUBLIC NOTICE MATERIALS: / 6. Mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Number of sets depends on the notice requirements of the underlying permit, check with Planning Staff. Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailer parks —must be included (see Public Notice Materials section). / 7. King County Assessor's map(s) that shows the location of each property within 500 ft. of the subject lot (if mailing labels are required). 8. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that the application is complete (see Public Notice Materials section). t_ PROJECT DESCRIPTION AND ANALYSIS: / 9. Vicinity Map with site location. 10. Provide four (4) copies of any sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36 ". P: \Red — Book \SEPA_APP.DOC, 01/23/03 • 1 S1TE• Q 0 z mot' S 154TH ST • 1-1 t0 S 144TH ST • K \ \i n��, VICI \ITY VAP NO SCALE RECEIVED JUL 2 2 2003' COMMUNITY DEVELOPMENT • • ..0.O PLC omim.• 10 .c.tS [450K +, •CC O .o 306314 Or 00E440, • a,u,. 445004, 4077. 105% p 1,t1J0 O IMMO 'W I.r..4 74. -4rm r ..a KS, for t LI'NI'frri b II + 1 \ \ � \\ _ - -. 1Y art t. ni iii FF� ffie =TAW 4 E 1 S inreMeig&N i M 1 1 1 1 -CC Ca 1 14401 s1. 1 LL BOL .91440., R .N■t. R• 4,400[13 10 COVO■ nt v w[ s, �S,Y9vu 0450040% tns 411101 tC>■ r C.rl RECEIVED 'JUL 2.2 2003 Z." R� NEW ADMINISTRATION BUILDING TUKWILA SCHOOL DISTRICT GOMMI iNrry D ElrOPM fyT > TJVEIILI Cn A OHO, Tr 11111‘kan. oarglas • «dr .. w r.K rig 1•■ r.•P r.•r rr • m s;.rdir° ' V* 411 ) lir • rs 1101101.4.1001 t k. lir I1 Mr' 1. -1 1- i — W/7 r�A -..kale --t i. NASA .1.1.: , N1., • ... • • + .--.- .--.- rV rr • - o L 17.4. O w _ r.y �1 1 I 1r1r r AI FLXR PLAN YO' r 04 7115 Word m AAC1171 CTUII 714 Coln*. knot.' 1w. 400 LMrM. w4.n*Ia� NN1 T YO NIMN x.u,1».Nn 10.11r. Awn. ww Sow x00 :weft we.....M. x0N MI 1:/.0.041: ONO IOR101 Not USSOI CONSTRUCTION OOCxAUNrs FLOOR PLAN 6 11 11 A20 III NA YRe ._.....ii�lli ll -- -- - - -- �Illill POPOV CCM KI EXTERIOR ELEVATION UV • I'd MIST G IIIIIIIIIIIIIIIIII11111IIilll11111111011 ,..._ GI EXTERIOR ELEVATION W • f• IWTN DI EXTERIOR ELEVATIGN VII . fd UV Sra RUN RI. NV AI EXTERIOR ELEVATION 10 11 N IS I0 A. CH IIl01401 "NON.. S,.•NW Sure OX. C3 W O. 4,.NS TIq N1.MW 11031).011 Saw= 0. s..w 4..W33.nw p MIN muawn COMO 1040, 11011 me:oa esama CONSTRUCTION OOCUMWTS EXTERIOR • ELEVATIONS VA6. M M c 0 A 1 '© MatNO.L LAU�L e,..,. 4(4( ���` ©I� H.wra Iona ra0. �I vi. \7© 1_ +a,®+A1,►+a�r rw.ae . _ roc ,) . �. Nl .tw1 rrace.v wlaocaoaYa, a►rAaaP� r•ranr eArearwr '4° . a.0 o Quo:. O r+a0.rrr1ol,a.ar .� Qro:. ... CV, oho rvrww iaDar aAe1,.an Q�b CPci Q4o .. Il n -arro unamr Lr+a `� \1� \I /1e, O<yl� .. 0.`000 �.. .. i. � OHO rO Jr00.0300.O4o0:: re0�Op00000,0i .0G. A.04 �O:JO�b`O�O.O�OOtid�O `o'oV�'O'O�O�b. %O4O�Oi�I'1►,'4��� 00{ 000000.0.000.OlF00000d00` 0 : �'�' °000'o'000000 "(0 ♦o'o'o:�'O`do'o O .. .._..,...:,......_.._I ��'��O�O�e. AO °0000v �tolo o CO!:o.o. (toOo�,O.� oo : �.I ..� oonoo.o- 0000000000000c ��. • CI uac oAro.r..... 01,a0 000 °s°�.r' . PLANT MATERIAL LIST arr. I 5OTANICAL NAPE ca7+a1 NAPE gag a 4PACIND sir• . ,.:,.. « i r' .:s�.��FY:_"i'.,.r. ■� EMM L7[- r•1 ••- . i. : ;.1. -- •lip -,; 1. 0- --r•._ - .- 7Fr•..rrs'- Eicommi irqommon i�L'r.. r.>,,.,:. rra :....r...,yb -r• r.-rlr.1- .,1r•.r�- ��Cr :^:•�'%: 7.b�+�. �.lh :ll i_7_`O.'L=1 ∎FR,W=-u6L'7GEANIIIIII• • 1�.�rlr_r `^-+•. T1%,. �1tn..iv- �i ►:uL•74�r��llFm:?•I_ .4.1fTL-T�':�aA•Y•T•� 171.�_._':l.: :i:!. 1.- •�:'7�•r= �IT•4rr i7QVT� ©C'?::ilY._. `I( _r"]�- !�]!:_7 'iii ,. Fi•'.�- T.•�.ir1LL'1� NMI fi7!..254.11; .. Min r MIN ..Y.amn eoU21iT .synn Do-Y4l.r M'riYD.M "7r -aorta rt ooli, .+o. SHEET NOTES 1. .r ....* . AM.. .i...r. A As AAA *AA. w . r...r row A. w.+ or I..... A.r.iq... a mil. r ...... r- ..ra• r w a.r....110•1,0... NORTH SCALE: 1'.10' -0' mE4 EC IA BJSS DUARTE% -BRYANT A. C HIT,CTII„ 724 Ca* SAAA111W • N. * «.04,VA .•.,aa,al T l4OJS. . Ian..A,,.a.. . Am*w-fr I..PMI. 106.140.11.0 20.40.0412 as na1,reaa 220.011,L TLO 1,07921 CONSTRUCIICEN DOCUMENTS PRELIMINARY LANDSCAPE PLAN LI.OI r GENERAL NOTE$ • NW 1/4 SE 1/4 SEC. 16 , TWN. 18N RNG. 2W W.M. TUKWILA SCHOOL DISTRICT NEW ADMINISTRATION BUILDING These notes supplement the amen gs. Any discrepancy fared among the drawings, these notes, and the site conditions shall be reported to the engineer, who that coned such dlcrepancy In writing. Any work done by the contractor after dseovery of such dscrepancy ahal be done at the contractor's risk. The contractor shall verify and coordinate the dimensions among at drawings prior to proceeding wth any work or fabrication. The contactor is responsble for ell bracing and shoring during construction. BIDDERS WARRANTY By the act of submitting a bid for the proposed contract, the Contractor warrants that: A. The contractor and all subcontractors he Mends to use have carefully and thoroughly reviewed the Things and notes and have found them compete and free from ambiguities and sufficient for the purpose Intended; further that, B. The contractor has carefully examined the site of the work and that torn his owe brvesdgatlas, he has satisfied himself as to the nature and location of the work, as to the Marecter, quality, dentltes of material and cremates to be encountered, as to the Went of equipment and other aclitles needed for the pebmlance tithe work and as to the general and local conditions, and other Items which may In any way affect the work or Be performance, further that, C. The contractor and all wodanen he intends to use are skilled and experienced In the type of construction represented by the drawings and documents rid upon; further that, D neither the contractor nor any of his employees, agents, intended suppliers, or subcontractors have relied upon any verbal representations alegedty authorized or unautharized from the owner or his employees or agents, including the architect or engineers, In assembling the bid figrres; further that, E. The bid figure is based solely upon the construction content documents and soilelgeetechnical repots, end property Issued aeltden addenda and net upon any other written or verbal representations. jTANDARD EROSION CONTROL NOTE NOTE: SEE EROSION CONTROL RESPONSIBILITIES NOTE ON SHEET C-2. vM City of TukvAe I shall be In accordance ski end matdas n 1. AI workmanship standards and the most current copy of the State of WeehIngion Standard Spedtcetions for Road, Bridge and Municipal ContWctlon(WSDOT /APWA). In cases of Conflict, the most stringent standard that apply. 2. AB safety standards and requirements shell be compiled with as sal forth by the State of Washington, Department of Labor and Industries. 3. Temporary erosion contrdNater pollution measures shell be required in accordance with Seder 1 -07.15 of the WSDOT/APWA Standard Specifications and the Drainage Design and Erosion Control Manual for Tukde. At no time, at Nits and debris be dosed to drain Into an existing or may/Installed facility. 4. The eme is by the City shell comply with all other permits and other nwlrements by the CRy o1 Tukwila or other governing authority or agency. All epprovais and peeks shel be obtained by the contractor prior to the start of construction. 5. A preconsWction meeting shell be held with the City of Tukwila, Castration/inspection Department Prior to the start of construction. 8. AB storm mains and Merdon/detenton areas shat be staked for grade and alignment In ecoordence with Section 5.030 otthe Development Guidelines. 7. Storm drain pipe shall meet the following requirements: a. Rain concrete pipe conamdng to the rewlrements of AASHTO M 88, Class 2 for pipe up to 24 inches in diameter. D. Reinforced concrete pipe conforming to the requirements of PASHTO M 170 for pipe over 24 Inches In diameter. c. PVC pipe contenting to ASTM D 3034 SDR 35 or ASTM F 789 with joints and gaskets conforming to ASTM D 3212 and ASTM F 477 for pipe up to 24 Inches in diameter. and alignment In accordance with Section 5.030 id die Development Guldelnes. d. Ductile Iron pipe conforming to the rewlnments of AWWA C 151, thickness class as shown on the plans. s. Polyethylene smooth vel pipe per Advanced Dnhage Systems (ADS) N-12 constructed per ASHTO 54284 Type S end WSDOT /APWA Standard Specifications 9.05.20 for pipe sizes 12 to 24 Inches in diameter. Pipe shed have bell and spigot with gasket on spigot end. f. High dandy polyethylene (HOPE) HI-0, Suredakt pipe as manufactured by the TukvAa, WA Humor pant constructed per ASHTO M•294 Type S and WSDOTIAPWA Standard Specification 9-05.20 and ASTM D 3212 as approved by WSDOT for 12, 18, and 24 inch diameter pipe with bell and spigot and gasket on spigot end. 8. AA dorm drainage systems are required to be in testable at 4 psi except concrete fit ible which shall be tested pipe shall be mandrel tested pr WSDOT /APWA standards. storm pipe. AD 9. Special structures, dl/water separates and outlet controls shall be Instated per plans and manufacturer recommendations. 10. The contractor shat be responsible for traffic traffic control In accordance sail the MUTCD. Prior to disruption of any traffic, tralfie corded plans shall be prepared and submitted to the City for approval. No work that commence writ all approved traffic control is In place. 11. A copy of the approved plans must be on the construdla site whenever construction is in progress. 12. All disturbed eras shag be seeded and mulched in accordance with Drainage Manual Section 9.4, Wet Season, Dry Season Requirements For Site Stabilization and Section 9.14.18, Erosion Control Seeding. For sites where grass has been planted through hydoseedrq, the lnandd guarantee will not be released until the pass has been thoroughly established. 13. The contractor shall be tiny responsible for the location and protection of all existing utilities. The =trader shall verify at utility loations prior to construction by atng the underground boats Ins at 1 -8004246555 a minimum of 48 hours prior to any excavation. 14. Where connections require Said verifications', connection points will be expand by contractor end tongs settled 48 hours prior to distributing shut -dower notices. 15. Al catch basinshnenholes, that have pads per Tukwila detail 58. 18. My changes to the design shall fist be reviewed and approved by the project engineer and the City of Tukwila. STANDARD NOTES FOR SILT FENCES 1. Filer fabde shall be purchased Inc continuous rot out to the length of the barrier to avoid use of joints. When johb are necessary, liter cloth shall be spliced together only at a support post, with a minimum 84nch overlap, and securely fastened at both ends to post 2. Posts shall be spaced a rnaxlmum of 8 feet apart and driven securely Into the wound (minimum of 30 inches). 3. A berth shall be excavated approximately 8 Inches wide and 1.2 Inches deep along the lie of posts and unstops Ian the barter. XXXX XXXX, )0XX, TUKWILA, WA 985XX 4. When standard strength Mar fabric is used, a wire mesh support fence shall be fastened securely to the upslope side tithe posts using heevyduy are staples at least 1 Inch long, tie wines or hog rings. The wire shall extend into the trench e minbnum o/4 Inches and steal net extend more than 35 Inches above the original wound surface. 5. The standard strength Star fabric shag be stapled or wired to the fence, and 20 Inches of the fabric shall be extended into the bench. The fabric shall not extend more than 38 Inches above the original ground surface. Filter fabric shag net be stapled to editing trees. 8. When extraatength filter fabric and closer post sparing is used, the wire mesh support knee may be eliminated. In such a case, the titer fabric Is stapled or Wed directly to the posts with all ether positions debars notes applying. 7. Filter fabric fences shall not be removed before the unstop. area has been permanently stabled. 8. Filter fabric fences shall be inspected bnmedatey after each rainfall and at last daily during prolonged renal. My required repairs shall be made Immediately. STANDARD NOTES FOR INLET PROTECTION 1. Place concrete blocks IengaWSe on their sides In a single row around the pelmeter tithe Inlet, so that the open ends face cut nerd, not upward. The ends of "decent Node shell abut. The height of the banter can be varied, depending on design needs, by stacking combinations of blocks that are 4 inches, and 12 Inches wide. The row of blocks shall be et least 12 Inches but no greater than 24 Inches high. 2. Place are mesh over the outside vertical face (open end) of the concrete blocksto prevent stone tom being washed through the blocks. Use hardware cloth or comparable Wm mesh with 1l2- nch openings. . 3. Pile stone against the wire mesh to the top of the blocks. Use 3144o 3-Inc gravel. 4. Place are mesh over the drop inlet so that the wire extends a minimum of 1 I beyond each side of the Intel structure. Use hardware cloth or comparable wire mesh with 1124nsh openings. If more than one strip of mash is necessary, overlap the strips. Place liter fabric over Wm meth. the Wre mesh. depth of atone shat be at least 12 5. Place 3/4-Inch gravel over Pth Wes aches over the en re inlet opening. Extsed the stone beyond the Inlet opening at least 18 inches on all sides. 6. If the stone Ater becomes clogged with sediment, the stones mud be pulled'avey tom the Inlet and cleaned or replaced. STANDARD NOTES FOR PLASTIC COVERINGS 1. Plastic sheeting Mat have a minimum thickness of 8 mills and shall meet the requirements of STANDARD SPECIFICATIONS Section 614.5. 2 Covering shell be Installed and mdnalned tightly In place by using handbags or All seams shat tires on ropes with a madmen 104oet gld sparing h ell directions. be taped or weighted down Lit length and there shell be et least a 124nch overtop old seams. 3. Clear date covedng shat be Installed immediately on areas seeded between November 1 and March 31 and remain until vegetation Is finny established. 4. When the covering is used on un- seeded slopes, B shill be kept In place until the next seeding period. 5. Plastic covering sheets shat be buried Mo feet at the top of slopes in order to prevent surface wear low beneath sheets. 8. Proper maintenance Includes regular checks for rips and dislodged ends. STANDARD NOTES FOR SEEDING 1. Seed mbdure shall be per tads 94 In the drainage minute and shat be applied at the rate of 120 pounds per sere. 2. Seed beds planted between May 1 end October 31 all require irrigation and other maintenance as necessary to foster and protect the root structure. 3. For seedbeds planted between October 31 and Apt 30, armoring of the seedbed Wt be necessary. (e.g., gsota tiles, jute mat, clear plastic covering). 4. Before seeding, instal needed surface fund control measures such as gradient terraces, Interceptor dikes, wales, level spredere and sediment basins. 5. The seabed shall be fire vkh a fairy fine surface, Mowing ing surface roughening. Perform al cultural operations across or at right angles to the slops. 8. Ferltzsn are to be used eeetm&hg to tupplds reaommadatom Amounts used should be minimized, especially adjacent to water bodes end wetlands. STANDARD NOTES FOR SOD 1. Sod shall be machine cut at a uniform sot thickness of 3/41nch at the time of curing. Measurements for thickness shell exclude top growth and thatch. 2. Standard size sections of sod shall be strong enough to support their over weight and retain their sloe and shape when suspended by the end of a 3-foot section. 3. Sod shall not be harvested or transplanted when moisture content (excessively dry or wet) may adversely effect fie survlal. GENERAL NOTES (STREET AND PARKING LOT CONSTRUCTION) 1. All warionrnship and materials shag be In accordance vdh City of Tukwila standards and the most current copy of the State of Washington Standard Spedlcadas for Road, Bridge, and Municipal construction. 2. The contractor shall be responsible for all traffic control In accordance with the M.U.T.C.D. Prior to disruption of any traffic, traffic control plans shall be prepared and submitted to the City for approval. No work shall commence until at approved traffic control is In place. 3. Al curb and gutter, street spades, sidewalk grades, and any other vertical andor horizontal alignment shat be staked by an engineering or surveying firm capable of performing such work. 4. Where newesphalt joins edetlng, the existing asphalt shat be cut to a neat vertical edge and tacked with Asphalt Emulsion type CSS-1 In accordance with ire standard specifications. The new asphalt shall be feathered back over exlstlnger provide for a seal at the sawcut location and the joint sealed with grade AR-4000,N /.vanes .whet 5. Compaction of subg'ade, rode, and and that be In accordance with the standard specifications. 8. Form and subgrade Inspection by the City Is requtred before pouring concrete. TWentyfourhoun notice is raqubed Ier form Inspection. 7. See these Guidelines for testing and sampling frequendes. GENERAL NOTES SANITARY SEWER MAIN INSTALLATION 1. Al workmanship and materials WI be In accordance with City of Tukwila standards and the most current copy of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction (WSDOTIAPWA). 2. City of Tukwila datum wt be used for all vertical control. A list of bendhmerks Is available from the Public Works Department 3. Al approvals and permits required by the City of Tukwila wt be obtained by the contractor north the start of construdlon. 4. If construction is to take place In the County tight-of-way, the contractor a81 notify the County and obtain all the required approvals and ponds. 5. A prsconabuctlon meeting will be hdd with the City of Tukoila Construction Inspector prior to the start of construction. 8. The City of Tukwila Construction Inspector wt be nodded a minimum of 48 hours (tee worldng days) In advance of a tap connection to an saluting main. The inspector will be present at the time of the tap 7. The contractor all be fully responsible for the location and protection 01511 eating utlda. The contractor WII verify ell utility locations prior to construction by calling the Underground Locate Line at 1- 800. 424.5555 a minimum of 48 hours (MO working days) prior to wry excavation. 8. Al sewer mama WI be Geld staked for grades and alignment by a licensed engineering or surveying finn walled to perform such work. Staidng wit be maintained throughout construction. 9. AA pipe and areas Wt be Installed with continuous tracer ape installed 17 to IF under the proposed finished subgnede. The marker Wll be plastic, non.blodegredable, metal core or backing marked sewer that can be detected by a standard meld detector. If visibility cannot be maintained between structures along the straight alignment of a sewer, toning wee will be kidded above the sewer Ins at a depth no greeter than 48'. If toning wire Is rewind, B WII be UL listed, type UF, 14 gage copper aped to the top of the pipe to prevent movement during backMNg. The wire WI be laid loosely enough to prevent stretching and damage. The wire will be wrapped to manhole or daaut rings on gravity sewers or valve body on STEP maim. the every 1 DOD lheer feet maximum A o ound magnesium anode wit be burled With pipe ry rasp err eathudc protection of the Wrs. Toting wins spikes and connections to anodes WII join wise both mechanically and electrically and wt employ epoxy resin or heaoshrink tape Minden. Toning win will be tasted prior to acceptance of the pipe system. A written notice from the contractor to the City Me (2) days prior to the test is required. On e curvilinear sewer, the are will be brought up, band and wrapped three times mound the manhole ring Tape WI be Terra Tape "I7 or approved acal. The tape and wire will be furnished and installed by the contractor. 10. Bedding of the sewer main end compaction of the backlit material all be required in accordance with the above mentioned specification (Sea General Note 1). 11. Al manholes or cleanoute outside the paved area will be Installed In accordance with standard plans 7-3 and 7-5. 12. When temporary street patches are allowed by the City, cdd mix asphalt will be placed and compacted to a medrmrm depth of two Inches. Contractor wt be responsble for maintenance as required by the City. 13. Erosion control measures conforming to the requirements of the Drainage Design and EroskXr Control Manual for Tukwila Wt be taken by the contactor during construction to prevent Infiltration of adding and proposed storm drainage facilities and roadways. 14. Provide traffic control panty) in accordance with the Manual on Unifarn Tnto Control Devices ( MUTCD) as required 15. It all be the respond :M y piths contractor to have a copy of the approved construction plans on site at al times. 18. My changes to the design WII first be reviewed and 'sprayed by the developers project engineer and the Director of Public Works . After addling, but prior to paving, all mains and appurtenances WI be inspected and approved by the City of Tukwila Construction Inspector. Approval does not constitute Mal as�Lqbannfie oT tha sewer Ins. The antnctor wDl stain the responsid@y tot repair all dMdendee and failures revealed duMg all rewired testing for aecaplance and through the durdon of the warranty. It we be the contractors nspasidty to notly the City ofTukwia for the required Inspections. 17. Any main or appurtenance baddted prior to Inspection *SI be reexcavated for Inspection. GRAVITY t. Cavity cues, mans will meet the folowih : PVC pipe conforming to ASTM P 3034 SDR 35, ASTM F 794, or ASTM F 879 Type 1 with joints and gnats conforming to ASTM 3212 and ASTM F 477. 2. Precast manholes will meet the requirements of ASTM C 478. Manholes Wt be Type 1-48' unless otherwise specified on the plans. Joints will be rubber gasksted conforming to ASTM C 443 and will be pouted from the Inside. LM holes will be grouted from the outside and Indio of the manhole. (See General Note 1.) 3. Side sewer services will be PVC, ASTM D 3034 SDR 35 with fiedble gadded joints. Side sewer connections MI be made by a tap to an existing main or a eye branch from a new main connected above the epMgllne of the pipe. Side sewer services WI be installed according to applicable standard {Fannie). 4. All lines WI be NO velocity cleaned and subjected to a low possum air test per current WSDOT /APWA Speelitatas after barkttng, but prior to paving (See General Note 1), of the annoy Hydrant flushing of lines Is not an acceptable sewer main will include television Inspect of the main Tin by and the in ripens® of the e City. Immediately prior to television inspecting, enough water WI be run down the line so It comes out the lower manhole end the One Is flushed dean. Acceptance of the line VII be made after the television inspection tape has been reviewed end approved by the Inspector. Additional tdevidon Inspections WI be at the expense of the contractor, or the contractor may elect to perfoa the television inspection under the direct supervision of the City. A test of all manholes In accordance With Tukwila standard Is also required. Testing will take place after at underground utilities are installed and compadon of the roadway subgrde is completed. STEP 1. Al buried power for STEP systems at be Instated with continuous tracer tape Instated 12 above the buried power. The marker WI be plastic nor- dodegradable, metal can backing marked 'power . Tape all be furnished by contractor. 2. AO STEP mans al be hydrostaacaly tested at 100 PSIG over operating pressure and In no one less than 150 pd, according to the methods for hydrostatic testing of waterlines in the current version of the WSDOT /APWA Spedtcalons. All materials and labor wit be provided by the Contractor. In addition, all STEP mains vAl be pigged In the presents of the City Inspector prior iodating STEP main in service. PAVING NOTE All paving shall be In accordance with the most anent copy of the Sate of Washington Standard Specifications for Roads, Bridges and Municipal Construction. GENERAL NOTES (STREETLIGHT CONSTRUCTION) 1. All wodonenship, materials and Ceding wt be In accordance with WSDOT /APWA M(7TCD, NEC or Cey of Tukwila Development Standards or City of TukWb Streetlight Installation Ouidelnes unless otenese specified belay. In cases c contict the most stringed guideline wit apply. 2. A R4W obstruction pernft, electrical permits and inspections are rewired for a street Ighllng installations within the City of Tukwia. The contractor Is responsbh for obtaining said permits prior to any type of adult construction. These permit are evalable from the Community Planning and Development Department, 837 T Avenue, SE. 3. A dearly marked service disconnect will be provided for every Igidig circuit Th. location and Installation of the disconnect will conform to National Electrical Cod (NEC) and City of Tulsa' standards. The photo cell windowed face north units otherwise directed by the City. The service disconnect ail not be mounted on On luminaire pole. The service discerned all bade type anal to a Meyers MEUGL MIDOC -UM or Unicorn CP1118-01113A service, 120040 VAC, 193W, Calton Type 38 with c dealt a disconnects wet be used to theek Mast capabilities, Le., maximum number c , luminaires per cad. 4. All lighting wire al be copper with minimum size of M. All wine wt be suitable fc wet locations. All wire will be instated in schedule 40 PVC conduct with a minimhn diameter of 1 -b Inches. A bushing or bell-end Wt be used at the end of a condo that terminates at junction box or luminaire pole. Conductor Identification all b. an integral part of the Insulation oldie conductors throughout the system Le., color coded wire. Equipment grounding conductor will be 88 copper. All splices or tap at 800 volts .e. 34 will 2 made by approved methods awith h prey epoxy ease rated (I 8212). All splices Wit be made with pressure type connectors (win nub Wiil nc be allowed). Direct burial wire WI not be allowed. All other Installation WO confom to NEC, WSDOTIAPWA and MUTCD standards. • 5. Each luminaire pole at have an in-line, thud, *eta tight electrical disarmer located at the base of the polo. Moses to these fused dlsoonnecb will be througl the hand-hole on the pole. The hand -hole wit be faring any tom eh -comb! traffic. Additional conductor length all be left inside the pole end pull or jundloi box equal to loop having a diameter of oredoct. Load side of Inane Ante in luminaire head will be cable and pole bracket are, 2 condude, 19 strand copper 010 and will be supported at the end of the luminaire arm by an approved meant Fuss size, disconnect Installation and grounding in pole WI conform to NEC standards. 6. Approved pull boxes or junction boxes Wt be instated When conduit runs are mon than 200 fed. In addition, a pull box or junction box all be located within 1 D feet c each Nmindre pde and at every road creasing. Boxes WI be dearly and Inddbt marked as Igrtng boxes by the legend, 'LT.' or 'LIGHTING'. See WSDO Standard Plan J-115. 7. All fighting pole will have tapered round Mello with a linear ape of between 0.12 and 0.14 Inches per foot. In existing developed areas, the City ma approvehswhe use of other poles to edabtsh consistency within the develops area. 8. Mounting heights, am length, power source, luminalre, and bolt pattems Wt be e (dews: I. Mounting Heights: 30/128. II. Arm Lendh: 5I. 01. Power Source: 240 VAC, Single Phase, 3 Wire N. Lumiaire Type: 200/50 Watt, High Pressure Sodium v. Flat Lens Medium Cutoff I.E.S. Type 3 Distribution vi. Bolt Pattern: 4 Bolt,.Dlamse Bolt Circle per mend. 9. Cement concrete bases Wt allow City of Tukwila Streetlight Standard Plan 4-5 Conduit will extend between 3 and 8 Inches above the concrete base. 10. Refer to Standard Plans 4-30, 431, and 431a for typical sueetllght Insatiate tryout. 11. Any modlcaton to approved plans WI be reviewed and approved by the City plc to instelatla. BASIS OF BEARING Per Southwest Surveying Dated t2 -1042 Contact Pet Beehler, 380. 785-0090. BENCHMARK Par Southwest Surveytng; City of Tukwila Coordinate System. See survey dated 12 -100: Contact Pat Deshler, 386788.0080 TOPOGRAPHIC NOTE Topographic Information denoted hereon was provided by Southwest Surveying Topographic Information was net verified by MC Squared Inc. GENERAL NOTES The Contractor is responsible for furnishing and Instating all materials, labor and equipme necessary to complete the work shown on these drawings and to obtain acceptance by th. City of Tukwila and the Port of Tukwila. The Contractor shall coordinate all construction activities ath adjacent property omen Driveways to remain accessible at al times. All areas disturbed during construction shall be restored to their original preconstructle state or better. MC &pared, Inc., Is required by the City of TukWra to provide as-bulk certification prior in final City acceptance. MC Squared, Inc., will not certify as -bulls unless we have Inspect. 1 anus' Instatetlon of the water, sewer and Bann mains prior to backlit. 8XI8TING UTILITY NOTE Edating utility Infor netia depleted on these plans was abaIned from best available same at the time of design. Contractor Mal be solely responsible for the relocation of exidin, underground utilities depicted or not depicted on these plans. RECEIVED JUL 22 2003 COMMUNITY DEVELOPMENT NO. DATE REVISION 1 7/22/03 REVIEW SUBMITTAL PROJECT SITE VICINITY MAP CIVIL SHEET INDEX C -1 C -2 C -3 C -4 C -5 CIVIL COVER SHEET EROSION CONTROL AND DRAINAGE PLAN DEMOLITION PLAN UTILITY PLAN DETAILS PROJECT INFORMATION APPLICANT: X, ATTN: X 1601 COOPER PT RD NW OLYMPIA. WA 98502 PH: 360 - 866 -7100 ARCHITECT: BJSS DUARTE BRYANT ADDRESS: PARCEL: SITE AREA: XX ACRES MORE OR LESS ZONING: XX AREAS: IMPERVIOUS XX AC PERVIOUS AREA XX AC TOTAL SITE XX ACRES LEGEND O -10' WATER E C. EASEMENT Rf N0. 7308030068 • '"rn.,`ce w NW 1/4 SE 1/4 SEC. 16 , TWN. 18N RNG. 2W W.M. r— I L_ NCE 1.4' W. PROP LINE r \ ENCE 1.7 W. PROP LINE \ \\ \ Sti'UB REMOVE EX /ST TREE SIDEWALK STUMP CONNECT TO EXIST MANHOLE PROVIDE NEW SSMH. FOR NEW SANITARY SEWER LINES SEE UTILITY PUN( REMOVE SID A REMOVE EXIST ROOF DRAINS, TYP. W COR WALL 0.8' W. PROP LINE C04,1fA In; C LINE TO // NOTE! REMDYE SIZE FEATURES, FOUNDATIONS SLABS, ETC. IN VICINITY OF NEW BUILDING, UNLESS NOTED OTHERWISE u,IATED ED 0/1 TANK IN IRIS VICINITY. •)-AT IT IS PILLED NCRE7E REMOVE TANK AND APPURTENANCES IN ACCORDANCE STATE AND FEDERAL LAWNS. SSMH RIM =276.62 IE- 269.22 (ABAND -N) 10. 269.12 (PLUG -SE) W C0R WALL E xsSS LINE TALL NEW SSMH. 01 l-FENCE 0.3' E. PROP LINE ASPHALT 0.4' W. PROP LINE BENCHMARK 'C" ELEVATION =288.00 8 STREET TRELE, �, Tib REMAIN' - -' Tern,[^. 040+04 CAP E70 N4NER0 S I I [ 112177 •' 01•00 -n 0-8 0 -1 RIM = 275.22 IE= 267.12 (8'PVC -N) IE- 256.92 (GTR 8' CHAN) 8fA 94' - elf S. 144TH ST. 4f- wfgNATTAn ns 7nraltionA el riliMirgULT N1- [•TSM (OP [' OuNI Ian 13 [•Tfo -i F'M-tf j,OPOGRAPHY NOTE TOPOGRAPHIC INFORMATION DEPICTED WAS PROVIDED BY SOUTHWEST SURVEYORS AND HAS NOT BEEN FIELD VERIFIED BY MC SQUARED. INC. EXISTING u11u1IES NOTE: EXISTING UOUTY INFORMATION WAS OBTAINED FROM REST AVAILABLE SOURCES AT THE DME OF DESIGN. UTDITIES MAY EXIST ON SITE THAT ARE NOT DEPICTS). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR RELOCATION OF CONFUCTING EXISTING UTIUTIES WHETHER SHOWN OR NOT. CALL FOR LOCATES BEFORE SWANNING CONSTRUCTION. EROSION CONTROL RESPONSIBILITES NOTE; EROSION CONTROL MEASURES ARE NOT UNITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL 8E TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -STE PROPERTIES. e MAILBO NO. DATE REVISION 7/71/03 REVIEW SUBMITTAL LEGEND SYMBOL DFSCRIPTION NEW PAVEMENT SEE DETAILS BELOW SEE NOTE FOR SYMBOLS NOT DEFINED ON THIS PLAN REFER TO LEGEND ON SURVEY, GRADING OR UTIILITY PLANS. 2" CLASS B ACP 2° COMPACTED CSTC 4" COMPACTED BALLAST III -�V1 III—III- COMPACTED NATIVE SUBCRADE. COMPACT TO FIRM AND UNYIELDING STATE. NOTE: ALL THICKNESSES ARE COMPACTED DEPTHS COMPACT ACP TO 95% PER WSDOT SEC. 5- 04.3(10) COMPACT BALLAST AND CSTC TO 95% M.D.D. PER ASTM 0 -1557. SITE PAVING SECTION NO SCALE 510 PAVNO 5ECTIOHDW0 0.25' (3') CLASS B ACP 0.17' (2') COMPACTED CSTC 0.67' (8 ") COMPACTED GRAVEL BASE 1 -I I 1 -II.l III -I -M- COMPACTED NATIVE SUBGRADE. COMPACT TO FIRM AND UNYIELDING STATE. NOTE: ALL THICKNESSES ARE COMPACTED DEPTHS COMPACT ACP TO 95% PER WSDOT SEC. 5- 04.3(10) COMPACT BASE AND CSTC TO 95% M.D.D. PER ASTM D -1557. FRONTAGE PAVING SECTION PRELIMINARY DRAWING NOT FOR CONSTRUCTION 7/51/03 1 a t A I Pi o 8 g c„G9 1•[a z 2 z NO SCALE 51REE1 PAVING SEC'11011,OW0 VERTIP+Q DATUM CITY or IX YMPIA BENCHMARK N0. 12 -45 BRASS CAP MON.. IRVING STREET AT NORTH 12TH AVE. INTERSECTION Of CENTERLINE. EL: 240.280 SCALE` 1%40 ESEE WIN_ 0 10 10 40 CALL BEFORE YOU DIG (800) 424 -5555 Et A 1541 O 0[1•0[0 M',n 3L Damn Mr S0G DATE 742-03 AS-SHOWN APPROVED FOR CONSTRUCTION BY:- - -- -- -- DATE:----- - ()RECTOR OF COMMUNITY PLANNING AND DEVELOPMENT APPROVAL EXPIRES:-__-- _ -_ - -_— F23366 C -3 0. 3 OF 9