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HomeMy WebLinkAboutPermit D08-015 - TRAN RESIDENCE - RETAINING WALL9i0 SAV EIDNUISI}I MV}TI Parcel No.: 3365900780 Address: 14108 57 AV S TUKW Suite No: Tenant: Name: TRAN RESIDENCE Address: 14108 57 AVE S , TUKVVILA WA Owner: Name: TRAN THAO +HIEN Address: 14108 57TH AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: LEE STENSON Address: 155 SW 152 ST SUITE A , BURIEN WA 98166 Phone: Contractor: Name: LUNA ENTERPRISE INC Address: PO BOX 23353 , FEDERAL WAY WA 98096 Phone: 206 941 -9021 Contractor License No: LUNAEEI96108 DESCRIPTION OF WORK: INSTALL RETAINING WALL, 4 FT TO 7 FT HIGH X 18 FT IN LENGTH PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING AND EROSION CONTROL. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityef Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us $3,500.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -015 Issue Date: 06/18/2008 Permit Expires On: 12/15/2008 Expiration Date: 09/28/2008 Fees Collected: $520.42 International Building Code Edition: 2006 Occupancy per IBC: D08 -015 Printed: 06 -23 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: City oftukwila � Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: DO8 -015 Issue Date: 06/18/2008 Permit Expires On: 12/15/2008 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 15 c.y. End Time: Fill 65 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • , whether specified herein or not. The granting f this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o) j to perfo once of work. I am authorized to sign and obtain this development permit Signature: Print Name: doc: IBC -10/06 Date: U X (1, Date: This permit shall become n d void if the word is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 80 days from the last inspection. D08 -015 Printed: 06 -23 -2008 Parcel No.: 3365900780 Address: 14108 57 AV S TUKW Suite No: Tenant: Name: TRAM RESIDENCE Address: 14108 57 AVE S , TUKWILA WA Owner: Name: TRAN THAO +HIEN Address: 14108 57TH AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: LEE STENSON Address: 155 SW 152 ST SUITE A , BURIEN WA 98166 Phone: Contractor: Name: PAUL'S ROCKERIES & CONST Address: 3870 82 AV SE , MERCER ISLAND WA 98040 Phone: 206 - 236 -1565 Contractor License No: PAULSRC951BU DESCRIPTION OF WORK: INSTALL RETAINING WALL, 4 FT TO 7 FT HIGH X 18 FT IN LENGTH PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING AND EROSION CONTROL. Value of Construction: Type of Fire Protection: Type of Construction: Cityif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us $3,500.00 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -015 Issue Date: 06/18/2008 Permit Expires On: 12/15/2008 Expiration Date: 01/24/2009 Fees Collected: $520.42 International Building Code Edition: 2006 Occupancy per IBC: doc: IBC -10/06 D08 -015 Printed: 06 -18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: / 0 4/10 `iJ i/ doc: Cond -10/06 Date: : ' - ( d' - O 9 D08 -015 Printed: 06-18 -2008 Parcel No.: 3365900780 Address: 14108 57 AV S TUKW Suite No: Tenant: TRAN RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -015 Status: ISSUED Applied Date: 01/09/2008 Issue Date: 06/18/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDPITONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 13: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) doc: Cond -10/06 D08 -015 Printed: 06-18 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 15: Maximum grade for all projects is 15 %. 16: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 18: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 21: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 22: MINIMUM 48 hours in advance contractor shall call (206)433 -0179 to schedule a pre - construction meeting with Public Works. Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 28: CONTRACTOR SHALL FOLLOW ALL CONDITIONS AND RECOMMENDATIONS OF OCTOBER 7TH, 2007 FOR PARKING AREA RETAINING WALL PREPARED BY BATTERMANN GEOTECHNICAL CONSULTING, PLLC @ (425) 273-5062. 29: Per Geotech Engineer of record the base of the block wall excavation shall be evaluated by BATTERMANN Geotechnical Consulting © (425) 273 -5062 prior to placing the wall blocks to verify the bearing capacity of the foundation soils. 30: Prior to final permit sign -off the Geotech Engineer of Record shall submit a letter confirming that the parking lot retaining wall has been constructed per geotech report. doc: Cond -10/06 D08 -015 Printed: 06 -18 -2008 doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** • D08 -015 Printed: 06-18 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any construction or the performance of work. Signature: Print Name: A&) I //AC-) -ill / 4 } doc: Cond - 10/06 D08 - 015 Date: 6 -7 " / Z - U cc of law and ordinances governing other work or local laws regulating Printed: 06-18 -2008 SITE LOCATION Site Address: / 1 11 op s 7 1 v ft L' S Tenant Name: I, b—Ct1,■_5 �j evttp Property Owners Name: TR. A-A1 74 -,d- 0 i-1-105-41 Mailing Address: / L i / D g S7 73' A S Name: .4 oA,/ Company Name: A02--- Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: E -Mail Address: CITY OF TUKW /LAS"" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us Q:\Applications\rorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Pern . Mechanical Permit Plumbing /Gas Permit No Public Works Permit No. Project No. For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 336 s 9 0 -0780 Suite Number: r-ft c4./ z,}x- City City Day Telephone: Fax Number: Expiration Date: Fax Number: New Tenant: jJ .... Yes ..No Gv� State CONTACT PERSON — ontact your permit is ready to be, Day Telephone: ace - .2 to - 7 73R-- Mailing Address: /S S (-) /S A44 ST;4 f Q 04.,/ A.1 g../A-- 9P‘‘ City State Zip E -Mail Address: F 6 S Y.: 4./ C Oti A.'L. P Fax Number: 2Ga+ -2 91 -773 £ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg State State Floor: 9g76 Zip Zip Are Architect of Record ARCHITECT OF I CORD "= All plans roust et stamped by City Day Telephone: Fax Number: Zip ENGINEER OF RECORD =All plans must; be .we stamped by Engineer of Rec &4- 77',-02 ry/ Am" e/h-.0 / L ,©L 1. C_ / 4'2 7 -2 D ,4-1AE GvdCW/A f S4 77 City Contact Person: 47n//1F.� y /3A -P-�244/ At: 1 Day Telephone: LS 2 7 3 -�-P' i State Zip Page 1 of 6 BUILDING PERMIT INFORMATION'- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 S 7)- Existing Building Valuation: $ Scope of Work (please provide detailed information): TO , 4i S /.tl G e-(- A- c G— 41 / - „_- 7 A X. it Will there be new rack storage? 0.... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ar Floor 2na Floor 3 Floor Floors Baseme Accessory Structure* Attached Garag Detached Garage Attaet}ed Cap rt Detached Carport Covered Deck Uncovered Deck Existing; INN Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Page 2 of 6 PUBLIC WORKS PERMIT INORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): W . er District IIj ...Tukwila 0... Water District # 125 ❑ ...Water Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sheet. Se er District ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") WL.Technical Information Report (Storm Drainage) Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut / S cubic yards ❑ ...Total Fill G S� cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q: Applications\Forms•Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Call before you Dig: 1- 800 - 424 -5555 St ❑ .. Highline ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private ❑ ... Water Main Extension Public Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for Less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Deduct Water Meter Size ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: ' Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handlin Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporat Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilat n Fan Connected to Sin a Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Vent ation System Wood /Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hod and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System ncinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT D I ATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Q:\Applications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised. 9 -2006 bh Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Replaceme t .... ❑ Commercial: New .... ❑ Replace ' ent .... [] Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installe• and the quantity below: City State Zip Day Telephone: F. Number: xpiration Date: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING,AND GAS .PIPINSERNIIT INFORMATION 206 -43_ 70: PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid p ce): $ Valuation of Gas Piping work (contractor's bid pri ): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ Applications \Forms - Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 PERIVIIT APPLICATION NO - Applicable to all permits in this i "'cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR D AGENT: Signature: Print Name: dl{./ Mailing Address: /s� s e.-CJ /S72- Date Application Accepted: Q:\Applications \Forms - Applications On Line3-2006 - Permit Application.doc Revised. 9.2006 Oh Date Application Expires: Day Telephone: .2X- Z9/- 77 S 9 ,th9A -,F 1- e[,/1- Q8/.1 City State Zip 7 -c7 Date: / /? /' �— Staff Initials: w k . /1 Page 6 of 6 Parcel No.: 3365900780 Address: 14108 57 AV S TUKW Suite No: Applicant: TRAN RESIDENCE Receipt No.: R08 -02168 Payee: SIEN TRAN ACCOUNT ITEM LIST: Description dor.: Reneint -flfi BUILDING - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us Initials: WER Payment Date: 06/18/2008 10:16 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 420.42 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 ]RECEIPT Account Code Current Pmts Permit Number: D08 -015 Status: APPROVED Applied Date: 01/09/2008 Issue Date: Payment Amount: $420.42 105.42 250.00 37.00 23.50 4.50 Total: $420.42 3770 06/18 9711 TOTAL 420.42 Printer- Os- IR -7f(lR Payee: THAO TRAN ACCOUNT ITEM LIST: Description BUILDING - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3365900780 Permit Number: D08 -015 Address: 14108 57 AV S TURIN Status: PENDING Suite No: Applied Date: 01/09/2008 Applicant: TRAN RESIDENCE Issue Date: Receipt No.: R08 -00083 Payment Amount: $19.08 Initials: WER Payment Date: 01/09/2008 02:22 PM User ID: 1655 Balance: $109.92 TRANSACTION LIST: Type Method Description Amount Payment Check 1162 19.08 Account Code Current Pmts 000/322.100 19.08 Total: $19.08 • 7036 01/09 9710 TOTAL 100.00 doc: Receiot -06 Printed: 01 -09 -2008 Parcel No.: 3365900780 Address: 14108 57 AV S TUKW Suite No: Applicant: TRAN RESIDENCE Receipt No.: R08 - 00082 Payee: THAO TRAN ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 01/09/2008 02:21 PM User ID: 1655 Balance: $129.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1162 80.92 Account Code Current Pmts 000/345.830 80.92 Total: $80.92 • Permit Number: D08 -015 Status: PENDING Applied Date: 01/09/2008 Issue Date: Payment Amount: $80.92 doc: Receiot -06 Printed: 01 -09 -2008 Project: le-A-(1/ �i ef: Type o Inspection: , I () + l A D J, Address: �) -0 lA t t)l� c-7 -.'Fh/k . Sq,. Date Called: Special Instructions: il .,,� t . I Date Wanted: a.m. 'j I " Ui" , Pam' Requester: Phone No: - 747(0 - - 77g - .7. ,y(] ---tk INSPECTION RECORD Retain a copy with permit INCPFCTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 44- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: L- I °. n. n e P J S n� )(I SC Inspecf6r: Date: -t oe ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro C' Type of ID spect t ion: Address: -, 1 L 10i S IA U` Date Called: Special Instructions: Date Wanted: 7 - 29 -68 a.m. c Requester: Phone 4-6-)(.." 29 f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 0- (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .1 Cibv J� Inspector: !Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: / Type of Inspectio Address: 1 LI 1 , - 2 5 /'N A _� ` /W 1 Date Called: -7 1� 5 ( Z ` 7 Special Instructions: Date Wanted: — 1 t � 6 2 1 2 a.m. P• Requester: Phone No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit i pJ3- 91 5 A p p roved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: X[ /7 ' ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: r . • _ .. es:i • .. _.e5... .�.. .� s.�, . -.� __•- .J.a:_err.�x2_w di,'`_ "_�_.. • COMMENTS: ~`• Type of Inspection: 1 0 bl rtA. i 6:el 1 ALhJI (,A.-c.✓1 IAA' , 5 t 9 _ . I f Date Wanted: 71-* k a.m. P.m. l -u "' C Y (44- I . Phone No 7 14 4 4(A .,,f) ( „.(2,ok Proje . (L Type of Inspection: / (A) Addr1 WI Date Called: Special Instructions: _ . I f Date Wanted: a.m. P.m. Requester: • Phone No r INSPECTION NO. 1 • ,,INSPECTION CORD Retaida copy wait permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ej Approved per applicable codes. J Correctign required pr' r to app Inspector: A ca" (Date: 7/ 1-1 4 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: C M ENTS: 04 . Type Inspectio • 3 o5 ( / Li 5t / - 54M C v C? T Addre� 14U) 51 L - 7� 1 ° l Ai V Wahl c ,-L 4 ro Speci l instructions: ( . -oic- /up f,A,-.z.g i Q,,ead9 ID kixviqy GK. I 616_141 SIB. 6 u j o i f /.'t 4 Co S ai, d / P°v�7, --a9w P Type Inspectio • i g ...494 tc24/ C �� e Addre� 14U) 51 •�, Date Called: 7 a /D 7 Speci l instructions: ( . • -. Date Wanted: g a.m. 7P/u Requester: i P°v�7, --a9w 1,A ec Iv 6so D og n(s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _ , (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: .7 / .1)/ h $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspec or,L, ; U . '& ,. A t'. J,, ` Address: 0 j 5r) — At/i 5 . 0 ` "1 J i i) i, \ (_,, , P) 31- - ` h . Special Instructions: a k ... „, ` ° " Date Wanted: a.m. Requester: Phone No: 1.0 (9- -1-7 g - 71.yo kl; 5 rye k ik1t . YLe vLA - Li-If \A N) Pe-A /..c,n Jr( i— .v a Pl L, 5 . ti •., ti N.- : , . , - \ V - 11, - � 1 , 1 . e , S SAT , s1 - ; . P4 Av,i . i 1 ( P resj tY, (u� AO c r' r n.. . .t 5 -6 lC k ✓ t... ) -)! I 1 , , , 1 Project: `ITO.n 12 /I: je 4CE Type of Inspec or,L, ; U . '& ,. A t'. J,, ` Address: 0 j 5r) — At/i 5 . Date Called: Special Instructions: a k ... „, ` ° " Date Wanted: a.m. Requester: Phone No: 1.0 (9- -1-7 g - 71.yo 4:v• ' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION /dog- vas PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. 0 Corrections required prior to approval. Ins ector: - 6..A4 Date: - 7- -or ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: b6 CPS --` Add s : i 5 Date Called: -� f r C-i) .r Special Instructions: r _- Date W nted: a.m. 900 C$tcS DE A �.1.� AsLz# �/ 7 - _ L L • �f wrwwko . k . Project: Type of ection Add s : i 5 Date Called: Special Instructions: r _- Date W nted: a.m. Requester: Phone No: mob 776 - 2 /e 0 INSPECTION RECORD Retain a copy with permit l'o8ef/s PERMIT NO CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION NO. Approved per applicable codes. Ixl Corrections required prior to approval. Inspector F ��� o3 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 77€ i9rV /2- Type of Inspection: /2" P.S/0 Address: /WO5 S 7 4f_5 Date Called: - Special Instructions: Z Date Wanted: G �� -4 m. Requester: Phone No: c32 0 6 "' - 77/. -" _ e. INSPECTION RECORD Retain a copy with permit INS'ECTI• NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: tt e ft d J e - & . S(\ p L I Itt . - .1 .Jt- Inspegtor: Date: c $60.00 REINSPECTION FEE REQ'IIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No.: 'Date: Corrections required prior to approval. TO: ATTN: Battermann Geotechnical Consulting PLLC Mr. Kenny Nguyen 14108 57"' Avenue S Tukwila, WA 98168 AS REQUESTED BY: TIE FOLLOWING WAS NOTED: BGC, PLLC 14267 209th Avenue NE Woodinville, WA 98077 (425) 273 -5062 FIELD REPORT Page 1 of Date 6-23 -08 Project Name Nguyen Rockery Location 14108 57 Avenue S Municipality Tukwila Project No. 07088 Weather Sunny Bldg. Permit No. Engineer/Architect Cl ient/Owner General Contractor /Superintendent Grading Contractor/Superintendent Luna Enterprise The undersigned was onsite to verify the placement of the base row of rockery rocks on medium dense, native sediments for support of the planned rockery. The contractor had excavated a 12 to 18 inch deep trench along the base of the rockery at the south side of the subject residence. The bearing sediments for the rockery were evaluated visually and with a steel soils probe. The bearing sediments consisted of medium dense, damp, light brown, silty fine to medium sand with trace gravel. The bearing soils were found to be firm and non - yielding and will be capable of providing suitable bearing support for the planned 7 foot high rockery. A few of the base row of rockery rocks were set in place in the embedment trench. The drain line behind the rockery was being installed at the time of our site evaluation. There was a short segment of Ultra -block wall blocks that the original contractor had set at the far south end of the planned rockery location. The wall blocks were set properly and may be left in place. The new rockery will abut the wall blocks. ^l am (EXPIRES Observed By: Jamey S. Battermann, PE, LG TO: ATTN: Battermann Geotechnical Consulting PLLC Mr. Kenny Nguyen 14108 57 Avenue S Tukwila, WA 98168 AS REQUESTED BY: THE FOLLOWING WAS NOTED: EXPIRES ii -28 -�j BGC, PLLC 14267 209 Avenue NE Woodinville, WA 98077 (425) 273 -5062 Observed By: Jamey S. Battermann, PE, LG FIELD REPORT Page 1 of Date 6 -24-08 Project Name Nguyen Rockery Location 14108 57 Avenue S Municipality Tukwila Project No. 07088 weather Sunny Bldg. Permit No r /Architect Client/Owner General Contractor/Superintendent Grading Contractor/Superintendent Luna Enterprise The undersigned was onsite to monitor the construction of the rockery at the subject residence. The northern 1/3 of the rockery was nearly complete at the time of our arrival on site and the contractor was continuing to work towards the south. The rockery rocks were sound and durable rock type and were being set to interlock on the two rocks below. 2 to 4 inch quarry spall rock was being placed to fill the voids behind the rockery rocks. About 3.5 feet below the planned top of rockery a horizontal bench was cut into the existing slope. The first of two layers of geogrid as set at this level with the second layer set 18 inches above the first. The backfill on the geogrid reinforcing layers was placed in 6 to 8 inch lifts and track compacted to a firm non - yielding condition. The compacted fill was evaluated both visually and with a steel soils probe. Based on our evaluation, the fill soil was being suitably compacted per the recommendations in our design. The contractor will continue this process working towards the south. poV-u5 Date 6-27 -08 Project Name Nguyen Rockery . a . V Project No. 07088 Location 14108 57 Avenue S Weather Sunny Municipality Tukwila Bldg. Permit No. Engineer /Architect Client/Owner General Contractor/Superintendent Grading Contractor/Superintendent Luna Enterprise TO: ATTN: Battermann Geotechnical Consulting PLLC Mr. KennyNguyen 14108 57 Avenue S Tukwila, WA 98168 AS REQUESTED BY: THE FOLLOWING WAS NOTED: The undersigned was onsite to verify the significant completion of the rockery at the subject residence. The rockery construction was complete at the time of our arrival on site. The rockery rocks were sound and durable rock type and were being set to interlock on the two rocks below. The rockery was constructed with a good batter of about 1H:6V and the rocks were set without vertical stacking. The compacted backfill was evaluated both visually and with a steel soils probe. Based on our evaluation, the fill soil was suitably compacted per the recommendations in our design. It is our opinion that the rockery was constructed in accordance with our design recommendations. The disturbed soil at the base of the rockery should be landscaped or seeded to provide erosion protection for the exposed soil. The upper compacted sill soil will be covered with crushed rock for erosion protection. BGC, PLLC 14267 209th Avenue NE Woodinville, WA 98077 (425) 273 -5062 Observed By: Jamey S. Battermann, PE, LG FIELD REPORT J. S. Jones anti Associates, Inc. WETLAND DETERMINATION of the Tran Property Pq cope 14108 57 Avenue Tuwila, Washington, 984611* 'o. r Dated: April 3, 2008 • Tax Parcel Number: 336590 -0780 Southwest Quarter of Section 14, Township 23N, Range 4E Prepared for: Kenny Tran 14108 57 Ave S. Tukwila, Washington 98168 Prepared by: Jeffery S. Jones, Professional Wetland Scientist Robert King, Professional Wetland Scientist Lance Erickson, Environmental Designer 402 EAST MAIN STREET, SUITE 110 AUBURN, WASHINGTON 98002 253- 804 - 2645 FAX 253- 333 -8584 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 16 008 RECEIVE CITY OF TU LA APR 16 2008 PERMIT CENTER INCOMPLETE s ivO IC 1.0 Project Description 1 2.0 Site Address, Identification and Directions 1 3.0 Methodology 1 4.0 General Site Description 1 5.0 Vegetation 2 5.1 Vegetation Methodology 2 5.2 Vegetation Results 2 6.0 Hydrology 3 6.1 Hydrology Methodology 3 6.2 Hydrology Results 3 7.0 Soils 3 7.1 Soils Methodology 3 7.2 Soil Series 3 7.3 Soils Results 4 8.0 Wetland Determination, Rating, and Buffers 4 9.0 Impacts 5 10.0 Authority 5 11.0 Limitations 5 12.0 References 6 Table of Contents Tables 1.0 Plant Indicator Status 2 April 2008 Attachments Routine Field Data Forms Vicinity Map Soils Map Wetland and Streams Inventory Map Wetland Map J. S. Jones and Associates, Inc. 1.0 Project Description The applicant proposes to construct a concrete block retaining wall, to level the ground on the east side of his existing residence. This wetland investigation was preformed to determine if wetland buffers fall onto area that has been recently disturbed by the placement of fill and where the proposed retaining wall will be constructed. 2.0 Site Address, Identification, and Directions The property is located at 14108 57 Avenue S., in the City of Tukwila, Washington (see attached Vicinity Map). The site can be further described as located in the southwest quarter of Section 14, Township 23 North, Range 4 East, of the Willamette Meridian. The tax parcel number is 336590- 0780. Directions to the site from Seattle via I -5 is as follows: Take exit 156 for Interurban Ave toward Tukwila and travel for 0.2 miles; turn left at Interurban Avenue South and travel for 0.8 miles; turn right at 58 Avenue South and travel for 0.1 miles; turn right at S. 142 Street and travel for approximately 400 feet; turn right at 57 Avenue S., the property will be on the east side of the street at house number 14108. 3.0 Methodology The wetland assessment and delineation were performed using the Routine Methodology as described in Part IV, Section D of the Corps of Engineers Wetlands Delineation Manual (COE, 1987), and the Washington State Wetlands Identification and Delineation Manual (DOE, 1997). The Routine Small Area Methodology is "used when the project area is small, plant communities are homogeneous, plant community boundaries are abrupt, and the project is not controversial." The wetland determination was based on the presence of the three criteria for jurisdictional wetlands, hydric soils, wetland hydrology, and hydrophytic vegetation. All three criteria must be present in order to classify an area as a wetland. The assessment included a review of the King County GIS Data, the Department of Natural Resources stream inventory and the USDA Soil Conservation Service's Soil Survey of the King County Area, Washington (Snyder, 1973). Wetland points and Sample Locations were collected by J.S. Jones and Associates, Inc using a Trimble Geo XH GPS unit. Robert King and Jeffery S. Jones performed the field work and authored the wetland assessment. 4.0 General Site Description The property is rectangular shaped, roughly measures 105 feet wide by 190 feet deep and is approximately 0.46 acres. The property has a single - family home that was originally constructed in 2003. Other features include a storage shed and a landscape yard. The northeast corner is a forest on a steep slope. The forest is dominated by big -leaf maple (Acer macrophyllum), Douglas - fir (Pseudotsuga menziesii), dwarf Oregon grape (Mahonia nervosa), Indian plum (Oemleria cerasiformis), snowberry (Symphoricarpos albus) and English ivy (Hedera helix). Drainage flows from the southwest to the northeast discharging to the off -site wetland (Wetland A). Adjacent properties include single - family to the east, west and south, and commercial to the north. April 2008 1 J. S. Jones and Associates, Inc. Indicator Category Symbol Occurrence in Wetlands Obligate Wetland OBL > 99% Facultative Wetland FACW 67 -99% Facultative FAC 34 -67% Facultative Upland FACU 1 -33% Upland UPL < 1% 5.0 Vegetation 5.1 Vegetation Methodology Hydrophytic vegetation has adaptations that allow these species to survive in saturated or inundated environments. These environments are classified according to the Classification of Wetlands and Deepwater Habitats of the United States (Cowardin, 1979). The probability of species being found in wetland environments has been determined by the U.S. Fish and Wildlife Service in the National List of Vascular Species that Occur in Wetlands: 1996 National Summary (USFWS, 1996). An indicator status was applied to each species according to its probability of occurring in wetlands (see Table 1). Table 1.0 Plant Indicator Status Note: FACW, FAC, and FACU have + and — values to represent species near the wetter end of the spectrum ( +) and the drier end of the spectrum ( -) (USFWS, 1996). Vegetation data was recorded at twelve sample locations. At each sample location, the dominant species were assessed by indicator status to determine if the plant community was predominantly hydrophytic. Rules for determining dominant species were established in the Washington State Wetlands Identification and Delineation Manual (DOE, 1997). Dominants were determined using the 50/20 rule. Using this rule, percent cover was added by order of descending cover until 50% cover was reached. These species were considered dominants. The next most common species was also included as a dominant if it had over 20% cover. 5.2 Vegetation Results At sample location 1 (SL -1), is located in an off -site wetland north of the subject property. The plant community is dominated by black cottonwood (Populus balsamifera, FAC), red alder (Alnus rubra, FAC), salmonberry (Rubes spectibilis, FAC +), reed canarygrass (Phalarus arundinacea, FACW) and creeping buttercup (Ranaculus repens, FACW) and Himalayan blackberry (Rubus armeniacus, FACU). Himlayan blackberry is commonly found in seasonal disturbed wetlands. The plant community is hydrophytic because more than 50% of the dominant species are OBL, FACW, or FAC. At SL -2, located just east of the recent fill area, has a plant community is dominated by big -leaf maple (Ater macrophyllum), Douglas -fir (Pseudotsuga menziesii), dwarf Oregon grape (Mahonia nervosa), Indian plum (Oemleria cerasiformis) and English ivy (Hedera helix). The plant community is non - hydrophytic because not more than 50% of the dominant species are OBL, FACW, or FAC. April 2008 2 J. S. Jones and Associates, Inc. 6.0 Hydrology 6.1 Hydrology Methodology The Corps of Engineers Wetlands Delineation Manual (COE, 1987) and the Washington State Wetlands Identification and Delineation Manual (DOE, 1997) require inundation, flooding, or saturation to the surface for at least 5% of the growing season to satisfy the hydrology requirements for jurisdictional wetlands. Areas that are saturated between 5% and 12.5% of the growing season may or may not be wetlands. The growing season can either be defined by the number of frost -free days (temperatures above 28 °F), or the period during which the soil temperature at a depth of 19.7 inches is above biological zero (41 ° F). The presence of primary and secondary wetland hydrological indicators was determined at each sample location by evaluating a variety of direct and indirect indicators. In addition to direct visual observation of inundation or saturation, secondary hydrologic indicators were used to infer wetland hydrology. Secondary indicators include oxidized channels (rhizospheres) associated with living roots and rhizomes, water marks on vegetation or fixed objects, drift lines, water -borne sediment deposits, water stained leaves, surface scoured areas, wetland drainage patterns, morphological plant adaptations, and hydric soil characteristics. 6.2 Hydrology Results SL -1 has wetland hydrology. The sample location was inundated 0 -0.5 feet. SL -2 did not have wetland hydrology. These sample locations are dry to the surface. The water table is not present within the upper 18 inches. There are no soil indicators of seasonal wetland hydrology. 7.0 Soils 7.1 Soils Methodology Hydric soils are soils that are "saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part (COE, 1987) ". They are either organic soils (peats and mucks), or are mineral soils that are saturated long enough to produce soil properties associated with a reducing environment. These soils have hydric characteristics such as a reduced matrix (a matrix that changes color when exposed to air), redox depletions (gleying), or redox concentrations (mottles). Soils were assessed for organic content and hydric characteristics in an 18 -inch soil pit at each sample location. In Washington Sate, soil color is the main indicator used to determine if a soil is considered hydric. Soil color immediately below the "A" horizon or at a depth of 10 inches below ground surface was determined using Munsell Soil Color Charts (MacBeth, 2000). Soils that had a one - chroma matrix or a two - chroma matrix with mottles were determined to be hydric. 7.2 Soil Series The USDA Soil Conservation Service (SCS) mapped the on -site soils as Urban Land (Ur). Urban Land is a soil that has been modified by disturbance of the natural layers with additions of fill material several feet thick to accommodate large industrial and housing installations. April 2008 3 J. S. Jones and Associates, Inc. 7.3 Soils Results The soil at SL -1 is a hydric gravelly sandy loam. From 0 to 12+ inches the soil is a black (10YR 2/1) gravelly sandy loam with mottling. The soil is hydric because it is a one- chroma matrix with mottling immediately below the A horizon (Department of Ecology 1997)." The soil at SL -2 is an gravelly sandy loam. From 0 to 12 inches the soil is a very dark brown (10YR 2/2) gravelly sandy loam without mottling. From 16 to 18+ inches the soil is a brown (10YR 4/3) gravelly sandy loam without mottling. The soil is non -hydric because it does not have a "one - chroma matrix without mottling or a two - chroma matrix with mottling immediately below the A horizon or 10 inches, whichever is shallower (Department of Ecology 1997)." 8.0 Wetland and Aquatic Area Determination Rating, and Buffers Wetland A follows an abrupt topographic break along the toe of the slope, transitioning upland to wetland indicators. The wetland is classified as Palustrine Forested (PFO) with a Palustrine Emergent (PEM) component and roughly measures 15,000 square feet. Wetland A has a hydrological connection to the Duwamish River from the City's stormwater conveyance system and is therefore "non- isolated ". The Duwamish River is rated as a Type 1 watercourse. According to the Tukwila Code (TMC), wetlands are rated per TMC Chapter 18.45.080. Wetland A is rated as Type 2 since it is "hydrologically connected (non - isolated) to a Type 1 or Type 2 watercourse." Type 2 wetlands require an 80 -foot buffer measured perpendicular from its wetland edge. 9.0 Impacts Under the code at the time the residence was permitted, the wetland buffer was 50 feet and would not have reached the structure or fill. However, an 80 -foot buffer results in 650 square feet of unauthorized fill in the wetland buffer. During construction of the proposed retaining, fill in the buffer will be removed and the buffer will be restored with native plant materials. The design plans for the retaining wall will be prepared by the applicant or his engineer. 10.0 Authority This wetland and stream determination is in accordance with Section 404 of the Clean Water Act, the objective of which is to "maintain and restore the chemical, physical, and biological integrity of the waters of the United States" (DOE, 1997). Wetlands are "areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas (EPA, 40 CFR 230.3 and CE, 33 CFR 328.3) ". 11.0 Limitations Wetland determinations and delineations are not final until approved by regulatory agencies and/or local jurisdictions. J. S. Jones and Associates, Inc. does not guarantee acceptance or approval by regulatory agencies, or that any intended use will be achieved. April 2008 4 1 S. Jones and Associates, Inc. 12.0 References City of Tukwila, WA. Tukwila Municipal Code. Current through December 31, 2007. http: / /www.ci.tukwila.wa.us /clerk/tmc.html Cowardin, Lewis M. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. Jamestown, North Dakota. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y -87 -1. US Army Corps of Engineers Waterways Experiment Station, Vicksberg, MS. Federal Register. 1980. 40 CFR Part 230: Section 404(b)(1) Guidelines for Specification of Disposal Sites for Dredged or Fill Material. Vol. 45, No. 249, 85352- 85353. US Government Printing Office, Washington D.C. Federal Register. 1982. Title 33: Navigation and Navigable Waters; Chapter II, Regulatory Programs of the Corps of Engineers. Vol. 47, No. 138, p 31810. US Government Printing Office, Washington D.C. MacBeth. 2000. Munsell Soil Color Charts - Revised Washable Edition. 617 Little Britain Road, New Windsor, NY 12553. 10p + 9 charts. Snyder, D.E. 1973. Soil Survey of King County Area, Washington. United States Department of Agriculture Soil Conservation Service. USFWS. 1996. National List of Plant Species that Occur in Wetlands: 1996 National Summary. U.S. Fish and Wildlife Service. St. Petersburg, FL. Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. Publication # 96 -94 April 2008 5 J. S. Jones and Associates. Inc. April 2008 Attachments 6 J. S. Jones and Associates, inc. Project/Site: • ,_ Applicant/Owner: k., .-i. 7 c--■ Investigator(s): J. Jones Date: 3 / /i /0 $ County: King State: WA S/T /R: Do normal circumstances exist on the site? Is the site significantly disturbed (atypical situation)? Is the area a potential Problem Area? Explanation atypical or Problem Area: Yes 0 Yes ❑ Yes ❑ No ❑ No ►5 No Community ID: Transect ID: Plot ID: 5 L- / VEGETATION (For Strata, indicate T = tree; S = Shrub; H = Herb; V = vine) Dominant Plant Species Stratum % Cover Indicator Dominant Plant Species Stratum % Cover Indicator h /,- G° / 7 3e C Arc 1- a_ b 7" /v GArc -5 6- e-. 5 5 ,qc r"...ee c / a A44 54� /-I 4. o PA-t-L w /1-7"-- S /i' HYDROPHYTIC VEGETATION INDICATORS: of dominants OBL, FACW, & FAC 6 Check all indicators that apply & explain below: Visual observation of plant species growing in Areas of prolonged inundation /saturation ❑ Morphological Adaptation ❑ Technical Literature ❑ Physiological /reproductive adaptation ❑ Wetland plant database 0 Personal knowledge of regional plant communities ❑ Other(explain): Hydrophytic vegetation present? Yes' No ❑ Rationale for decision/Remarks: HYDROLOGY Water Marks: yes ¥No ❑ Sediment De osits: Yes 151 No Is it the growing season? Yes rg No ❑ On Based on: ❑ soil temp (record temp ) Drift Lines: yes • No Drainage Patterns: Yes 0 No ❑ ❑ other (explain): Dept. of inundation: (. inches Depth of free water in pit: inches Oxidized Roots (live roots) Channels <12 in. yes ❑ no Local Soil Survey: Yes • No tyi Depth to saturated soil: inches _ FAC Neutral yes ❑ no Water- stained Leaves: YesV1 No ❑ Check all that apply & explain below: Stream, Lake, or gauge data: ❑ Areal photographs: Other: Other (explain): Wetland hydrology present? Yes crizgo November 2006 DATA FORM 1 (Revised) Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) J.S. Jones and Associates. Inc SOILS /U try �-- j 5 L'-- , ` e.i.c —{� a` Field n Drainage Class: /-en tko ,44 La. — observation confirm mapped type? Yes 0 Nop Map Unit Name: (Series & Phase) Taxon (subgroup): Profile Description Depth (inches) Horizon Matrix Color (Munsell, Moist) Mottle Colors (Munsell, Moist) Mottle Abundance, Size & Contrast Texture, Concretions, Structure, etc. Drawing of soil profile (match description.) D — / z /A r a y/2 zit '-- -- ,,, -5/ /7 a 4- 6 /4) 1/2 -- s Hydric Soil Indicators: (check all that apply) ❑ Histol ❑ ❑ Histic Epipedon ❑ ❑ Sulfidic Odor ❑ m Aquic Moisture Regime ❑ Reducing Conditions ❑ Gleyed or Low -Chrom ( =1 matrix ❑ Matrix chroma 5 2 with mottles Mg or Fe Concretion High Organic Content in Surface Layer of Sandy Soils Organic Streaking in Sandy Soils Listed on National /Local Hydric Soils List Other ( explain in remarks) Hy. rc soils present? Yes I No 0 Rationale for decision /RemarKs: Wetland Determination Yes No ❑ Yes No ❑ Yes No ❑ Is the sampling point within a wetland Yes No ❑ Hydrophytic vegetation present? Hydric soils present Wetland hydrology present? Rationale/Remarks: Notes: November 2006 Project: Sample Location: / —/ J.S. Jones and Associates. Inc Project/Site: Try Applicant/Owner: ke.-t...N --I —TV '—. Investigator(s): J. Jones Date: 3 / ei / 0 5' County: King State: WA S/T /R: --" Do normal circumstances exist on the site? Is the site significantly disturbed (atypical situation)? Is the area a potential Problem Area? Explanation atypical or Problem Area: Yes 0 Yes ❑ Yes ❑ No ❑ No ►.4 No ►5 Community ID: Transect ID: Plot ID: t _ Z VEGETATION (For Strata, indicate T = tree; S = Shrub; H = Herb; V = vine) Dominant Plant Species Stratum % Cover Indicator Dominant Plant Species Stratum % Cover Indicator 6 .34 'z T 30 { li 0 T 3 0 Pc q c14,15.-- e N .• r F/c t4 �P.l� �.- 5 / 6 Fitt. 0,4 .27.4-7 v 3O N.Z HYDROPHYTIC VEGETATION INDICATORS: of dominants OBL, FACW, & FAC 2 Check all indicators that apply & explain below: Visual observation of plant species growing in Areas of prolonged inundation /saturation ❑ Morphological Adaptation ❑ Technical Literature ❑ Physiological /reproductive adaptation ❑ Wetland plant database 0 Personal knowledge of regional plant communities ❑ Other(explain): Hydrophytic vegetation present? Yes II No Rationale for decision/Remarks: HYDROLOGY Water Marks: yes ❑ No fil On Sediment De osits: Yes ❑ No We Is it the growing season? Yes ❑ No [ Based on: ❑ soil temp (record temp ) Drift Lines: yes ❑ No Eir Draina a Patterns: Yes [I No n_ ❑ other (explain): Dept. of inundation: O f(' inches IN Depth of free water in pit: ches Depth to saturated soil: inches Oxidized Roots (live roots) Channels <12 in. yes ❑ no Local Soil Survey: Yes ❑ No FAC Neutral yes ❑ no Water- stained Leaves: Yes ■ No ►:' Check all that apply & explain below: Stream, Lake, or gauge data: ❑ Areal photographs: Other: Other (explain): Wetland hydrology present? Yes IINO 1 November 2006 DATA FORM 1 (Revised) Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) J.S. Jones and Associates, Inc SOILS ��a— Drainage Class: Field observation confirm mapped type? Yes ❑ No 0 Map Unit Name: (Series & Phase) Taxonomy (subgroup): Profile Description Depth (inches) Horizon Matrix Color (Munsell, Moist) Mottle Colors ( Munsell, Moist) Mottle Abundance, Size & Contrast Texture, Concretions, Structure, etc. Drawing of soil profile (match description.) a _12 .A /a YAP Z/ — ..,, ( Hydric Soil Indicators: ❑ Histol ❑ Histic (check all that apply) ❑ Matrix chroma 5 2 with mottles Epipedon N ls'-e ❑ Mg or Fe Concretion Odor ❑ High Organic Content in Surface Layer of Sandy Soils Moisture Regime ❑ Organic Streaking in Sandy Soils Conditions ❑ Listed on National /Local Hydric Soils List or Low - Chroma ( =1 matrix ❑ Other ( explain in remarks) • Sulfidic ❑ Aquic ❑ Reducing ❑ Gieyed Hydric soils present? Yes ❑ No Rationale for decision /Remarks: Wetland Determination Yes Yes Yes ❑ No Is the ❑ No sampling point within a wetland Yes ❑ No a' Hydrophytic vegetation present? Hydric soils present Wetland hydrology present? ❑ No ►! Rationale/Remarks: Notes: November 2006 Project: ✓ Sample Location: J.S. Jones and Associates, Inc 1 inch equals 0.25 miles 0 0.125 0.25 0.5 Miles Tran Property Vicinity Map N A KC R oads Site Local Boundaries City /District King County Renton F1 Tukwila 1 inch equals 100 feet 0 50 100 200 Feet Tran Property Soils Map N A Site Urban Land (Ur) KC Parcels Tran Property Wetlands and Stream Inventory 1 inch equals 0.25 miles 0 0.125 0.25 0.5 Miles Legend Site KC Stream Inventory DNR Stream Inventory NA e SCALE 1•=40 ..mFn 1St : 'A'IFIdlO TRAIN 14106 57T11 AVENUE SOWN TUKWILA WASHINGTON 98168 J. S. Jones and Associates, Inc. I L BNo 1.i • TUKWILA PROPERTY WETLAND MAP TAX PARCEL ID NO.: 336590 Environmental Consultants SHEET 1 of 1 Jai Jam REVISION APPROVED ST Wetlands, Streams, and Wildlife mun.umsneer'nme1 A`- °"•WAS- d1ONSANS SU... a,TE rnw4 • NORTFI 0 20 40 SCALE: I • = 40' TUKWILA PROPERTY - WETLAND MAP 14108 57TH AVENUE SOUTH TUKWILA, WASHINGTON 98168 TAX PARCEL ID NO.: 336590 -0780 wL -1 2\ • •0• r 1 • . * • . • * . � : • 4 Ltir'••• \ .,` • . . •WETLAND . • • % r�rL - 1-s • • . • A . • • • . • WL -i d • 'N..... . ,t ∎M i • — HOUSE OF LOT 4 SEP LOT 2 1 1 (RR+a M.N 42 3 30 32 APPROX. LOCATION OF PROPOSED BLOCK WALL (SEE NOTE) NOTESI • IMPACTS FROM PLACEMENT OF FILL IN BUFFER AREA MUST BE REMOVED AND THE IMPACT RESTORED • PROPOSED BLOCK WALL WLL BE DESIGNED BY ENGINEER IF NECESSARY WETLAND FLAGS AND FILL AREA LOCATED DY, J S JONES AND ASSOCIATES INC. WITH A TRIMBLE GEOXN GPS UNIT • ALE C .PY Battermann Kermit No. 121: 015 , Geotechnicali rev epproval Is subject to errors and omissions. ConsultineApprova! of construction documents does not etdhorRgtober 17, 2007 PL► -cthe violation of any adopted code or ordinance. ReePtiect No. 07088 approved Field Copy and conditions :: ," r v1ed REVIEWE FoR CODE C IgNCE APPROVE JUN 1 6 2008 itY Of Tukwila B ILD ING DIVISION Battermann Geotechnical Consulting, pile was requested to provide geotechnical engine - recommendations for construction of a retaining wall to retain fill soil to extend the parking area at the side of you residence. In order to provide suitable recommendations for construction of the planned wall, a site reconnaissance and completion of two hand dug explorations were completed to evaluate the soil and ground water conditions at the planned wall location. The following letter and design detail presents the results of our investigation. The planned retaining wall will be located along the south side of your residence to extend the existing parking area about 10 to 15 feet to the east. The existing are consists of a slope down to the east with the southern portion of this slope being broken by a flat area before continuing down to the east. The upper portion of this slope was visually obvious as a fill slope associated with the construction of your residence. The natural slope that the fill slope ties into extends down about 25 to 30 feet vertically at an approximate slope inclination of 35 to 40 percent. The upper portion of the slope is covered with grass while the lower slope contains more typical native growth vegetation of ferns, Oregon grape, Sal -al, and fir and deciduous trees. The fir trees on the flat area at the base of the upper fill slope were approximately 25 years old based on a tree ring count of the stumps from the recently cut trees. Two hand auger holes were advanced to evaluate the soil conditions along the planned wall alignment. The first exploration hole was located near the north end of the wall alignment, about 15 feet south of the residence foundation. The soils encountered consisted of medium dense, damp, light grey brown, silty fine to medium sand with some gravel. These soils were fill soils that were placed as backfill around the foundation wall of residence. The hole was terminated at a depth of 5 feet due to a large cobble encountered with the fill. The second hole was located on the flat area near the middle of the south portion of the wall alignment. This area was the location of the 25 year old fir trees on the site of the planned wall location. The soil encountered in this location consisted of medium dense, damp, reddish brown, fine to medium sand with trace gravel and silt and roots. This hole was advance to a depth of 6 feet before encountering either a large root of cobble that prohibited further advancement of the soil auger. This material was also fill soil placed more than 25 years ago. No ground water was encountered in either of the twCECEIVED exploration holes completed for this study. JAN 0 9 2008 The regional geologic map of the area has identified this area as being underlain by Vashon PERMIT CENTER lodgement till sediments atop Tertiary bedrock. Based on our past experience in the area, we agree that under the fill soil are likely dense, Vashon glacial till sediments. The composition of BGC, PLLC 14267 209 Avenue NE Woodinville, WA 98077 (425) 273 -5062 Mr. Kenny Nguyen 14108 57` Avenue S Tukwila, WA 98168 By Date: Subject: Parking Area Retaining 14108 57` Avenue S Tukwila, WA 98168 ice o 2 II City of Tukwila ONO DIV MON 4 1)0$- � 15 the soil encountered in the exploration hole is consistent with soils resulting from an excavation for the foundation into lodgement till sediments. There were no exposures of bare ground or any evidence of erosion on the slope. There was no evidence of recent of past slope instability observed during our site reconnaissance. No head scarps, tension cracks, hummocky ground or any indications of past slope instability was observed on this slope. It is our opinion that the natural slope below the planned wall location is underlain by dense lodgement till sediments and that construction of the planned retaining wall will not have an adverse impact on the existing slope stability. Based on the results of our site reconnaissance and exploration holes, it is our professional opinion that both the new and old fill soils will be capable of providing suitable foundation support for the planned retaining wall to extend the parking area. The base of the retaining wall should be located on a bench cut into the existing fill slope with the front of the base wall block located a minimum of 2 feet from the slope face. The bottom of the wall block should be backfilled a minimum depth of 12 inches with compacted structural fill soil. The wall base bench should be excavated with a 5H:1 V slope inclination back into the hill side to facilitate construction of the wall with a minimum 1H:5V batter from vertical on the face. The base row of blocks shall be turned perpendicular to the wall alignment. We recommend the use of Ultra Block wall blocks as the cross pattern on the top of the block allows the block to interlock in a perpendicular configuration and also allows more flexibility to be constructed on large radius curves than the more generic ecology wall blocks. The top two rows of wall block should be constructed with the upper row offset from the lower row, a "running bond" pattern not as a stack of two blocks directly on top of each other. Half blocks are available to allow the ends of the wall to match up if desirable. A drain should be provided at the back of the wall base. The drain should consist of 4 inch diameter, rigid, perforated, PVC pipe surrounded by a minimum of 6 inches of washed drain rock or pea gravel. The drain should be constructed to allow gravity discharge to the south end of the wall. The wall backfill soil should be placed in lifts of 10 to 12 inches thick. Each lift should be compacted to a minimum of 90 percent of the modified Proctor maximum dry density. The fill soil should be benched into the existing slope during the placement and compaction. The upper surface of the fill soil should be protected from erosion with a layer of crushed rock or asphaltic concrete pavement. We recommend that the base of the wall block excavation be evaluated by us prior to placing the wall blocks to verify the bearing capacity of the foundation soils. We trust that this information will aid with the development of your project:. l f you have questions or require additional geotechnical engineering services, please contact BGC, pllc at 425) 273 -5062. Ai r ; E Al • O H i 4 j �� = Sincerely Battermann Geotechnical Consulting, pile Jamey S. Battermann, PE, LG 1 EXPU - ES 11 8 BGC, PLLC 14267 209'" Avenue NE Woodinvil el ; VVA - 98677' (425) 273 -5062 RECEIVE( JAN 0 9 2008 PERMIT CENTEFt Battermann Geotechnical Consulting pllc CO Max Ht. 7.5 ft Min 2 ft BGC, pllc 14267 209th Avenue NE Woodinville, WA 98077 (425) 273 -5062 New parking lot fill Existing Ground Surfac ce 4 inch dia. perforated drain surrounded with pea gravel or washed drain rock v oz z Cp Q a N �� z ®& co N 0 O Ce Figure 1 Ultra Block Wall Section Nguyen Residence 14108 57th Avenue S Tukwila, Washington Project No: 07088 Oct. 17, 2007 1162 211250 Wt 30805 cy‹ REVISIONS No changes shall b made ade to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan reviev ees i _ it • 6, -' • \\ p E -� S )64 r-- i i o, 7 a .S 124 77Z4— L PL�E-COKtIEETIW) REtt' 4 11 • . Tedee'.pIans have been reviewed by blic +-'- - - y y � Xt�rks Department fcr conformance 'th current +--, 13,44,-.4:,../a....... r City standars. Accep-ance is subject to errors and -o missions which io not authorize violations of e standards o dinances. The responsibility /0 X for a4equac.- ooh A design rests totally with the A L"• �A des er: di4 ons, dolctions or revisions to these drawings this date s11 void this acceptance '-- end require a resur i'ttal of revised drawings for subsequent 0 0 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: � to ®s I3 ,u9 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 To Whom It May Concern: I recently receive the permit to work on our retaining wall. I had thought that I was going to use Paul's Rockeries to do wall. I had several conversation with Paul's Rockeries and it seems that I would like to change to a different contractor that's doing this wall. I am writing this letter to request that Luna Enterprise, Inc. to do this project. I apologized for any inconvient we may have cause. RE: Permit No D08 -015 Retaining Wall Sincerely, lift.11/ Thao tran • • June 23, 2008 JUN 2 3 2008 PERMIT CENTEh 06 -05 -2008 LEE STENSON 155 SW 152 ST SUITE A BURIEN WA 98166 RE: Permit Application No. D08 -015 14108 57 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 01/09/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 07/07/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 07/07/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall t Technician xc: Permit File No. D08 -015 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 January 15, 2008 Lee Stenson 155 SW 152 St "A" Burien WA 98166 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -015 Tran Residence — 14108 57 Av S Dear Mr. Stenson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 9, 2008 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department need to be addressed: Planning Department: Brandon Miles at 206 431 -3684 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, A ifer Marshall it Technician Enclosures File: D08 -015 • Cizy of Tukwila P:U'ermit Center\Incomplete Letters \2008\D08-015 Incomplete Ltr #1.DOC jem • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: January 10, 2008 Lee Stenson D08 -015 14108 57 Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted is incomplete: 1. According to the City's Sensitive Area Maps the property contains a type III wetland and associated buffer. The retaining wall and any associated grading or filling would be in the wetland or buffer area. Provide wetland delineation prepared by a qualified wetland professional for the wetland on the property. The wetland professional also needs to stake the edge of the wetland boundary. The site plan needs to show the wetland and buffer's location. 2. Show the location of any trees which will or which have already have been removed on the back portion of the property. A tree clearing permit may be required for any trees removed along the slope area, wetland buffer, or within the actual wetland. � PERMIT CHORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 015 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 14108 57 AV S Original Plan Submittal Response to Correction Letter # DATE: 04 -16 -08 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Build } I g Division Public Works el* (o Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 Incomplete n TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: Planning ivision n Permit Coordinator DUE DATE: 04-17-08 Not Applicable No further Review Required Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 05-15-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -015 DATE: 01 -09 -08 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 14108 57 AVE S X Original Plan Submittal _ Response to Correction Letter # Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PLAN 51t kwu 24 Fire Prevention Structural • 6ThNG SLIP DETERMINATION OF COMPLETENESS: (Tues., Th s.) DUE DATE: 01 -10 -08 Complete ❑ Incomplete Not Applicable Permit Center Use Only 0111401 INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ PIng A(J PW ❑ Staff Initials: ❑ Permit Coordinator LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02 -07 -08 Approved 1 Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: of tw P ann kivision ► L Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: // /e City of Tukwila Project Address: 14108 57 Av S Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D08-015 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Tran Residence CITYROF TUKWiLq APR 16 2008 PERMIT CENTER Contact Person: 4 - / 5 .1.45 t7 Phone Number: 9 7.7 - Summary of Revision: e.emy C' F 4-4.14 4 � 7.6 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:( Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use HOLD HARMLESS - SENSITIVE AREA Grantor /Borrower: Th ao am,d, H j em, T rvhv Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): D Section/Township /Range: Assessor's Tax Parcel Number(s): J 00780 Property Legal Description (abbreviated): HILLMANS SEATTLE GARDEN TRS LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L01 -066 RECORDING NO 20020131900002 LOT 1 DEFINED - BEGIN NW CORNER OF LOT 6 BLOCK 8 HILLMANS SEATTLE GARDEN TRACTS TH S 89.04.12 E 192.04 FT TO NE CORNER OF LOT 6 TH S 01 -04.39 W 105 FT TH N 89-04-12 W 192.04 FT TO ELY MARGIN OF 57TH AVE S TH N 01 -04 -39 E 105 FT TO POINT OF BEGINNING (AKA LOTS 5 & 6 BLOCK 8 HILLMANS SEATTLE GARDEN TRACTS LESS SOUTH 5 FT OF LOT 5) COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page _ of _ SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between • Theo Q 4 H LW/ (I/J14V , (Individual(s) (Ger.peration) , ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of subdivision plat approval, land use permits, and /or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said subdivision plat approval, land use permits, and /or construction permits for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained -for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and /or other development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page _ of _ 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. COVENANT AND HOLD HARMLESS AGREEMENT - Sensitive Area Page _ of _ EXHIBIT A LEGAL DESCRIPTION OF PROPERTY HILLMANS SEATTLE GARDEN TRS LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L01 -066 RECORDING NO 20020131900002 LOT 1 DEFINED - BEGIN NW CORNER OF LOT 6 BLOCK 8 HILLMANS SEATTLE GARDEN TRACTS TH S 89 -04 -12 E 192.04 FT TO NE CORNER OF LOT 6 TH S 01.04 -39 W 105 FT TH N 89 -04 -12 W 192.04 FT TO ELY MARGIN OF 57TH AVE S TH N 01 -04 -39 E 105 FT TO POINT OF BEGINNING (AKA LOTS 5 & 6 BLOCK 8 HILLMANS SEATTLE GARDEN TRACTS LESS SOUTH 5 FT OF LOT 5) COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page of _ EXHIBIT B DEPICTION OF SENSITIVE AREAS COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page _ of _ DATED this - l g - gia day of GRANTOR(s): GRANTOR(s): GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING On this 1 b day of 1 , 200_%before me a Notary Public in and for the State of Washington, .ersonally appeared t-k.-cn Q "Mx , &n T Tf , and , to me known to be the individuals that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(1or the us . nd pur es mentioned in this instrument, and on oath stated that he/she as / ?r uthorized to execute said instrument. (seal) IN WITNESS WHEREOF, I have ereunto set my h the day and year first above writ • Name: ss. Page _ of <� , 200 \ \kk kkik c v\ ag NOTARY PUBLIC, in and for the State of Washi gton, rest n at My commission expires: -�&4A I) , g.at D DATED this day of , 20 GRANTEE: CITY OF TUKWILA ATTEST: Mayor City Clerk STATE OF WASHINGTON ) ss. County of King ) On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page _ of _ License Information License LUNAEEI96108 Licensee Name LUNA ENTERPRISE INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602212151 Ind. Ins. Account Id #2 Business Type CORPORATIOT Address l P 0 BOX 23353 Address 2 City FEDERAL WAY County KING State WA Zip 98093 Phone 2069419021 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/28/2004 Expiration Date 9/28/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date LUNA, JAVIER PRESIDENT 09/28/2004 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 AMERICAN CONTRACTORS INDEM CO 100033973 10/22/2007 Until Cancelled $12,000.00 10/23/2007 EMPIRE FIRE Look Up a Contractor, Elect* or Plumber License Detail Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= LUNAEEI96108 06/23/2008 License Information License PAULSRC951 BU Licensee Name PAUL'S ROCKERIES & CONST Licensee Type CONSTRUCTION CONTRACTOR UBI 600444948 Ind. Ins. Account Id #5 Business Type INDIVIDUAL Address 1 3870 82ND AVE SE Address 2 06/17/2004 City MERCER ISLAND County KING State WA Zip 98040 Phone 2062361565 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/31/2005 Expiration Date 1/24/2009 Suspend Date Separation Date Parent Company Previous License PAULSGC090KB Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SIDHU, MOHINDER S OWNER 01/31/2005 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 GULF INS CO B34223229 05/15/2002 Until Cancelled 05/23/2004 06/17/2004 $12,000.00 05/31/2002 COLONIAL AM CAS & Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer. aspx ?License= PAULSRC951 BU 06/18/2008