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Permit D17-0315 - CHICK-FIL-A - BUILDING DEMOLITION AND CONSTRUCTION
CHICK-FIL-A, INC 17333 SOUTHCENTER PKWY D17-0315 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049066 17333 SOUTHCENTER PKWY Project Name: CHICK-FIL-A Permit Number: D17-0315 Issue Date: 6/6/2018 Permit Expires On: 12/3/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KOMETANI MICHAEL 1823 HALEKOA DR , HONOLULU, CA, 96821 CARLOS ARIAS PO BOX 270571, SAN DIEGO, CA, 92198 ENGINEERED STRUCTURES INC 3330 E LOUISE DR STE 300, MERIDIAN, ID, 83642 ENGINSI152K2 CHICK-FIL-A, INC 15635 ALTON PKWY, STE 350 , IRVINE, CA, 92618 Phone: (951) 970-9138 Phone: (208) 362-3040 Expiration Date: 5/29/2020 DESCRIPTION OF WORK: DEMO CURRENT BUILDING AND BUILD A NEW FAST FOOD, DRIVE THRU RESTAURANT PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, STORM DRAINAGE, UTILITY LINES CAPPING: DOMESTIC & FIRE PROTECTION, SANITARY SEWER AND STORM DRAINAGE. PROJECT COVERAGE UNDER THE DOE CONSTRUCTION STORM WATER GENERAL PERMIT(CSWGP) # WAR306466. Project Valuation: $117,500.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $4,069.90 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Volumes: Cut: 17 Fill: 2 Number: 0 Permit Center Authorized Signature: Date: Le --(19---( I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attach -d to this permit. Signature: Print Name: 'v 7.u' Date: 4 -6 .-i g This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 9: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. (IFC 304.1) 10: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575-4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 11: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. (City Ordinance #2435) 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 14: ***PUBLIC WORKS PERMIT CONDITIONS*** 15: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 16: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 34: Water service capping shall be coordinated with Tukwila Water Dept., phone 206 6308 or -6309. 35: Water service capping shall be coordinated with Tukwila Water Dept., phone 206 6308 or -6309. 17: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 18: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 19: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 20: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 21: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 24: 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. 25: The Land Altering Permit Fee is based upon an estimated cubic yards of cut and cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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. 27: 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. 28: The applicant shall submit to the Department of Ecology a "Notice of Intent for Construction Activity." A copy of the Notice is available at the Public Works Permit Center. 29: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 30: Construction equipment shall be kept off of existing 5 foot wide pedestrian path, as much as possible, to avoid damage of asphalt. 31: Coordinate lane closures that may impact usage of bus zones with King County Construction Information Center (CIC) at (206)477-1140. 32: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). Ins Cert received and is on file with Public Works. 33: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way) made out to the City of Tukwila for possible property damages caused by activities. This bond covers both permits; demo and construction of Chick-Fil-Arestaurant. Bond was received and is on file with PW. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 5020 FIRE LOOP HYDRANT 5040 LAND ALTERING 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 5130 WATER METER - PERM CITY OF TUKi3- - 4 Community Developm,,..i Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per. No. On"- O 7/ Project No. Date Application Accepted: Date Application Expires: III2��`c I 9 1� (For office use only) CONSTRUCTION PERMIT APPLICATION 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** SITE LOCATION Site Address: 17333 Southcenter Parkway Tenant Name: Chick-fil-A, Inc. PROPERTY OWNER Name: Carlos Arias Name: Michael Kometani Address: 18215 72nd Avenue South Address: 1823 Halekoa Drive Phone: (425) 251-6222 Fax: (425) 251-8782 City: Honolulu State: HI Zip: 96821 CONTACT PERSON — person receiving all project communication Name: Carlos Arias Address: Address: 18215 72nd Avenue South Address: PO Box 270571 Phone: (425) 251-6222 Fax: (425) 251-8782 City: City: San Diego State: CA Zip: 92198 Phone: (951) 970-9138 Fax: Email: RUSSEL@CRHO.COM Email: carias@4gdev.com Contr Reg No.: GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 18215 72nd Avenue South Architect Name: Russel Hatfield Phone: (425) 251-6222 Fax: (425) 251-8782 City: State: City: Tustin State: CA Zip: Phone: Fax: Email: RUSSEL@CRHO.COM Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\20I1 ApplicationsJ'ermit Application Revised - 8.9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 2623049066 Suite Number: Floor: 1 New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: Barghausen Consulting Engineers, Inc Company Name: CRHO Address: 18215 72nd Avenue South Architect Name: Russel Hatfield Phone: (425) 251-6222 Fax: (425) 251-8782 Address: 195 S. C Street City: Tustin State: CA Zip: 92780 Phone: (714) 832-1834 Fax: Email: RUSSEL@CRHO.COM ENGINEER OF RECORD Company Name: Barghausen Consulting Engineers, Inc Engineer Name: Chris Jensen Address: 18215 72nd Avenue South City: Kent State: WA Zip: 98032 Phone: (425) 251-6222 Fax: (425) 251-8782 Email: CJENDSEN@BARGHAUSEN.COM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: CLack-- - I -A, -Eyc , Address: 15035 lel,, a„kwoli___, 512. .S( City: -T'rvi vl t: State: C A Zip: 9 D(0 1 g Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ �� ; 000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): To demo current building and build a new fast food, drive thru restaurant. Will there be new rack storage? ® Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 It): 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: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2 Sprinklers .......Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ['V No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 5,134 VB Fully Sprii A2 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 It): 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: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2 Sprinklers .......Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ['V No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): New domestic water line, irrigation line, fire line, sanitary sewer, and storm sewer. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ® ...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District ® ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline 0...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 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") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance (t...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way Er, ..Total Cut 04 CO cubic yards .Total Fill 4,00 cubic yards .. Geotechnical Report ❑ .. Maintenance Agreement(s) ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours [❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage [...Sanitary Side Sewer 0 .. Abandon Septic Tank (...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements g.. Pavement Cut ❑ ...Traffic Control 0 .. Looped Fire Line ..Backflow Prevention - Fire Protection (p " Irrigation i Domestic Water 1 Y2 ©'..Permanent Water Meter Size... I YL ' WO # ,❑ ...Temporary Water Meter Size .. WO # Ind ...Water Only Meter Size i " WO # ❑ ...Sewer Main Extension .Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ Grease Interceptor ❑ .. Channelization cz.. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 6" Number of Public Fire Hydrant(s) 2 ® ...Water IN ...Sewer ® ...Sewage Treatment Monthly Service Billing to: Name: Chick-fil-A, Inc. Mailing Address: 15635 Alton Pkwy Suite 350 Water Meter Refund/Billing: Name: Chick-fil-A, Inc. Day Telephone: 303-519-7206 Irvine City Mailing Address:15635 Alton Pkwy Suite 350 CA 92618 State zip Day Telephone: 303-519-7206 Irvine CA City State 92618 Zip H:\ Applications \ Forms -Applications On Line \2011 Applications\Permit Application Revised • 8-9-1I.docs Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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). 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 OWN OR AUT RILED AGENT: Signature: L Date: 11/20/2017 Print Name: Carlos Arias Day Telephone: (951) 970-9138 Mailing Address: PO BOX 279571 San Diego CA 92198 CityState Zip H:\Applications\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Chick-fil-A - Site Work PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $2,000.00 $0.00 $188,296.00 $109,604.00 $299,900.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume 1,374 cubic yards 588 cubic yards $250 (1) $2,500.00 $2,000.00 $2,296.03 Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. CITY OF TUKWILA APR 1 7 2018 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PJ JS opva track itional 10,000 or fraction thereof. GRADING Plan Review Fees ri rt la T A 49.25 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 7,095.28 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 6,796.03 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using, the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 —1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001-100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 209.00 (8) 350.25 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al $3,550.00 Total A through E $ 3,550.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 0.00 (10) 10,905.28 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017 -12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Mit BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Chick-fil-A - R.O.W PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $500.00 $1,000.00 $0.00 $28,000.00 $29.500.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 16 cubic yards Enter total fill volume 16 cubic yards $250 (1) $820.00 $0.00 $0.00 $ R E C H30.000 (4) CITY OF TUKWILA APR 1 7 2018 Use the following table to estimate the grading plan review fee. Use the PERMIT CENTER eater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees .✓ i i Y I 1 Y O N _TR# TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 1,070.00 0.00 (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 820.00 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101-1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 —100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 23.50 (8) 42.18 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H . Transportation Mitigation $ I. Other Fees $ Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 0.00 (10) 885.68 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017-12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form *s` BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Chick-fil-A - 15' Easement PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $500.00 $1,000.00 $0.00 $27,800.00 $29,300.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 26 cubic yards Enter total fill volume 12 cubic yards $250 (1) $820.00 $0.00 $ r , „r $4Q 41S° Vit) APR '6 7 2018 PERMIT CENTER Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101- 1,000 $37.00 1,001 - 10,000 $49.25 10,001— 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees R# MAN 1111.+IM. 0.00 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 1,070.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 lS BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 820.00 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 —1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001-100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 23.50 (8) 42.18 (9) t. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 0.00 (10) 885.68 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Affiance RCFC 01.01.2017 -12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Chick-fil-A - Site Demo PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $2,000.00 Erosion prevention $8,400.00 Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $0.00 $42,600.00 $53.000.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 0 cubic yards Enter total fill volume 0 cubic yards $250 (1) $820.00 $0.00 $0.00 Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. R EC 6/.(4) C 11"Y OF TUKWILA APR 1 7 2018 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 0.00 (5) 1,070.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 820.00 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101-1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof 10,001-100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 23.50 (8) 42.18 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 885.68 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017-12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form BULLETIN A2 YPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Chick-fil-A 1)60‘o PERMIT # D17-0315 (D I-7-3s5c Ru'?) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $2,000.00 Erosion prevention $1,000.00 Water/Sewer/Surface Water $0.00 Road/Parking/Access $29,500.00 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. i2 - $829:00 C. 2.0% of amount over $100,000, but less than $200,000 of A. $0.00 D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $32.500.00 $250 (1) 5. Enter total excavation volume Enter total fill volume 17 cubic yards 2 cubic yards $s5 $0.00 2. -8-28:30 (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101— 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 18T 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 0.00 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ / 0402. — .-t07-000— The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ ' 12 -820:80 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE v 50 or less '/ $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 —10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 —100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 23.50 (8) -489) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentovvn, Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ S1 -1'-'L)" " —885:68— ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation -� Cascade Water Alliance RCFC 01.01.2017 -1231.2017 Total Fee _/`�� .� 0.75 $625----.„$6005 /'- $6630 1 $1125 -- $15,012.50 $16,137.50 1.5 $2425 -$30502-5 $32,450 2 $2825 X48,040--..._ $50,865 3 $4425 , $96,080 --''�--, $100,505 4 $7825 / $150,125 $157,950 6 $12525 / $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 BULLETIN A2 (PE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Chick-fil-A --Site bemo- PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $2,000.00 $8,400.00 $0.00 $42,600.00 $53.000.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 0 cubic yards Enter total fill volume 0 cubic yards $250 (1) $820.00 $0.00 $0.00 $ R E (mon E04) CITY OF TUKW!I_ V.'. APR 1l 2I8 PERMIT CEiNTEF-3 Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, t354 ? foreaph-Additional 10,000 or fraction thereof. GRADING Plan Review Fees Y � Y 1 t TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 0.00 (5) 1,070.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 PM -o2;(5 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 820.00 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 ' ..0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or t,. fraction thereof. 10,001-100,000 $3.60 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 23.50 (8) 42.18 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS. A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 885.68 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017 -12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $3,145.13 D17-0315 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $3,145.13 DEVELOPMENT $1,385.77 PERMIT FEE R000.322.100.00.00 0.00 $1,381.27 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $1,648.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $812.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $812.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TECHNOLOGY FEE $110.86 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14654 R000.322.900.04.00 0.00 $110.86 $3,145.13 Date Paid: Wednesday, June 06, 2018 Paid By: ESI Pay Method: CHECK 342212 Printed: Wednesday, June 06, 2018 9:18 AM 1 of 1 CAWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ( PermitTRAK ACCOUNT QUANTITY PAID $924.77 D17-0315 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $924.77 Credit Card Fee $26.94 Credit Card Fee R000.369.908.00.00 0.00 $26.94 DEVELOPMENT $897.83 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12880 R000.345.830.00.00 0.00 $897.83 $924.77 Date Paid: Tuesday, November 28, 2017 Paid By: CARLOS ARIAS Pay Method: CREDIT CARD 07664D Printed: Tuesday, November 28, 2017 11:32 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit �Q? 03/5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Pr a t: T of Insp ction: A.iis5S3sitogiteddie0 Special Instructions: Date anted: 2 7—a3-- p. . Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: rk///VA 0 Inspector: ( Date:7}-�� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 438-9350 D17-o3<S Proj ct: ;:e_14.7 fel✓— i4 T e of Inspection: u.a Id t v NAL Address:etc /73 emu s Pk Called: WY Special Instructions: Date Wanted: - za- a a.m.' p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I I7`O3iS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P71 t 10( / tL — Type `n� `,tion: �. AL itt Addre s: �(e ,� �te Special nstruc ions: Wanted: -7 - I 6. - Lae a.m. eriEtTrr Requester: 07", ��y Pone No: �y Phone -gait- lt3o Approved per applicable codes. LJ Correctinnc rp 'red prior to approval. COMMENTS: ( GAJ �- ,/),/tAea0 cuvvE ge- erAn inordMeN Inspector:f 3 Date: 7 -16 - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431-2451 Project- a'U--p)-A (�A\D Type of Inspection: SSS Address: j73.33 i 1 et- Date Called: Special Instructions: Date Wanted: 67113bg (a. ryi n,. Request 'YOb&� k -o IC Phone No:rr,�i I / LA 555 'K FcQ. pproved per applicable codes. Corrections required prior to approval. COMMENTS: 6A1 fu4 19) ...„„pear,4 64, — C4 04. - r<A,0 tt.;Pf ?j Inspector:1 1.\3\ (.J (�A\D Date:) (3 I I S REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 438-9350 br`1--031sT Project: /f/eX i % L-- f Ty e of Inspection: An>W7(rY FfJYA-L Address: /7333 3 L) yz,tIk Jo/ ate Called: Special Instructions: �°/L.U�1V6�11!/4L.. Date Wanted: 7 �3�� a.m. p.m. Requester: Phone No: UApproved per applicable codes. Corrections required prior to approval. COMMENTS: G Ciad0 pig ec,,o----49c--eYQ Inspector: Date: ,7' j5--/.8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit UI7r 03./5 INSPECTION NO. ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro''ectt: Ari''fck-FL -A q : c Tyne of Inspection: , CZE—C cliDn A ress: I 73.'3 - Sam*4ce,kr Pi Date Called: Special Instructions: Pi - �'l j ® ate Wanted: a.m. Requeste : C -PT ri,(.75 Phone No: /3g' 9Si—?70 `/Q Approved per applicable codes. L_J Corrections required prior to approval. COMMENTS: a pre s Com — Inspector. > /J (1,L.p Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copywith permit INSPECTION NUMBER it PERMIT NUMBERS / CITY OF TUKWILA FIRE DEPARTMENT C e 206-575-4407 Rroject: „, jType C.�IiG / — FL -4 Fred of Inspection: I)--2wcvN . Address:pa Suite #: �j33 . 5 L ?ict,✓ Contact Person: Special Instructions: 7 Phone No.: '`i l l Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: V--- /` _ — 7) .. —r.- 7- (/i t 'fr c k- - 1) ri146 /v614(41( Occupancy Type: / /749-(" - SPI, Eli ,_ 647,J 7Y2-, ria_ SA / L) / w E -j- 1/57",r13 a )- 7`a f�, /z/Av 7----- I t • Needs Shift Inspection: / Sprinklers: Hrs.: Fire Alarm: Hood & Duct: V--- ) Monitor: 0 Pre -Fire: ,/ Permits: f Occupancy Type: / Inspector: ----4.---- Date: 7%. FAIT- Hrs.: { / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 REVIEWED FOR CODE COMPLIANCE /APPROVED MAY 092010 City of Tukwila BUILDING DIVISION Asbestos Survey Report Proposed Chick-fil-A #04094 17333 Southcenter Parkway King County, Tukwila, Washington May 12, 2017 Terracon Project No. 81177042 RECEIVED CITY OF TUKWILA NOV 2 0 2017 PERMIT CENTER Prepared for: Chick-fil-A, Inc. Atlanta, Georgia Prepared by: Terracon Consultants, Inc. Mountlake Terrace, Washington Offices Nationwide Employee -Owned E:stablisheFd in 1965 terra con. corn iTerracon Geotechnical • Environmental • Construction Materials • Facilities May 12, 2017 Chick-fil-A, Inc. 15635 Alton Pkwy, Suite 350 Irvine, CA 92618 Attn: Steve Schwartz Re: Asbestos Survey Report Proposed Chick-fil-A #04094 17333 Southcenter Parkway Tukwila, Washington 98188 Terracon Project No. 81177042 Dear Mr. Schwartz: The purpose of this report is to present the results of an asbestos survey performed on May 1, 2017 at the above referenced property in Tukwila, Washington. This survey was conducted in general accordance with the Master Services Agreement dated 3/31/2005 between Chick-fil-A and Terracon as authorized by Task Order for Project #04094. We understand that this survey was requested due to the planned demolition of the structures on site. Asbestos was identified in samples collected from the subject building. Please refer to the attached report for details. We appreciate the opportunity to be of service to you on this project. If there are any questions regarding this report or if we may be of further assistance, please do not hesitate to contact us. Sincerely, Terracon Consultants, Inc. 11;41111°;1-°..11; • + -'clas -n for on Embaye Industrial Hygienist AHERA Building Inspector No. 1626374 Scott ' inear Project Manager II Terracon Consultants, Inc. 21905 64th Avenue West, Suite 100 Mountlake Terrace, WA 98043 P [425] 771-3304 F [425] 771-3549 terracon.com Geotechnical • Environmental • Construction Materials • Facilities TABLE OF CONTENTS 1.0 INTRODUCTION 1 1.1 Project Objective 1 2.0 BUILDING DESCRIPTION 2 3.0 ASBESTOS FIELD ACTIVITIES 2 3.1 Visual Assessment 2 3.2 Physical Assessment 2 3.3 Sample Collection 3 3.4 Sample Analysis 3 4.0 ASBESTOS REGULATORY OVERVIEW 3 5.0 FINDINGS AND RECOMMENDATIONS 4 6.0 GENERAL COMMENTS 5 APPENDICES APPENDIX A TABLE 1.0: NON -ASBESTOS -CONTAINING MATERIALS TABLE 2.0: ASBESTOS -CONTAINING MATERIALS APPENDIX B ANALYTICAL REPORTS AND CHAIN -OF -CUSTODY DOCUMENTS APPENDIX C SAMPLE LOCATION PLANS APPENDIX D INSPECTOR CERTIFICATIONS ASBESTOS SURVEY REPORT Proposed Chick-fil-A #04094 17333 Southcenter Parkway Tukwila , Washington 98188 Terracon Project No. 81177042 May 12, 2017 1.0 INTRODUCTION Terracon conducted an asbestos survey of the vacant former Spirit Halloween store located at 17333 Southcenter Parkway in Tukwila, King County, Washington. The survey was conducted May 1, 2017 by an Asbestos Hazard Emergency Response Act (AHERA)-accredited asbestos inspector in general accordance with the Master Services Agreement, dated March 31, 2005. Interior and exterior building components, including the roofs, were surveyed and homogeneous areas of suspect asbestos -containing materials (ACM) were visually identified and documented. Although reasonable effort was made to survey inaccessible suspect materials, additional suspect but unsampled ACM could be located in walls, in voids, or in other concealed areas. Suspect ACM samples were collected in general accordance with the sampling protocols outlined in United States Environmental Protection Agency (EPA) 40 Code of Federal Regulations (CFR) 763.86. Samples were delivered to accredited laboratories for analysis by polarized light microscopy (PLM). 1.1 Project Objective We understand this asbestos survey was requested due to the planned demolition of the structure on site. EPA regulation 40 CFR 61, Subpart M, National Emission Standards for Hazardous Air Pollutants (NESHAP), prohibits the release of asbestos fibers to the atmosphere during renovation or demolition activities. The asbestos NESHAP requires that potentially regulated asbestos -containing building materials be identified, classified and quantified prior to planned disturbances or demolition activities. The NESHAP authority for King County is the Puget Sound Clean Air Agency (PSCAA). This assessment will assist Chick-fil-A with communicating the presence, location, and quantity of ACM to employees, vendors, and contractors working in the building and to meet the requirements for an asbestos survey for the Puget Sound Clean Air Agency (PSCAA) and a good faith inspection as required by Washington State Department of Labor and Industries' Responsive a Resourceful a Reliable 1 Asbestos Survey Report Proposed Chick-fil-A #04094 a King County, Tukwila, Washington May 12, 2017 o Terracon Project No. 81177042 lrerracon Division of Occupational Safety and Health (DOSH) regulations prior to demolition. Regulations require that a complete copy of this assessment be kept in a conspicuous location on-site at all times during activities that may impact known and suspect ACM. 2.0 BUILDING DESCRIPTION The site is developed with an approximately 20,640 square foot vacant former Spirit Halloween store building that was constructed in 1977. The exterior of the building consists of metal siding and stucco. The roof consists of asphaltic built-up roofing. Heating and air conditioning in the building are provided by an HVAC system regulated by rooftop units and insulation types were observed to be fiberglass batt (in ceiling). Interior horizontal finishes in the building consist of carpet, ceramic tiles, vinyl floor sheeting, suspended ceiling tiles, and gypsum wallboard. Interior vertical finishes in the building consist of gypsum. 3.0 ASBESTOS FIELD ACTIVITIES The survey was conducted by AHERA-accredited asbestos inspector Filmon Embaye. A copy of Mr. Embaye's asbestos inspector training certificate is attached as Appendix D. The survey was conducted in general accordance with the sample collection protocols established in EPA regulation 40 CFR 763, the Asbestos Hazard Emergency Response Act (AHERA). A summary of survey activities is provided below. 3.1 Visual Assessment Survey activities began with visual observation of the interior and exterior (including the roof) of the structure that would potentially be disturbed during demolition activities in order to locate and identify homogeneous areas of suspect ACM. A homogeneous area consists of building materials that appear similar throughout in terms of color and texture. The assessment was conducted throughout visually accessible areas of the structure's interior and exterior building components. Building materials identified as concrete, fiberglass insulation, plastic, glass, wood, masonry, foam, metal or rubber were not considered suspect ACM. 3.2 Physical Assessment Responsive o Resourceful a Reliable 2 Asbestos Survey Report Proposed Chick-fil-A #04094 o King County, Tukwila, Washington May 12, 2017 o Terracon Project No. 81177042 lrerracon A physical assessment of each homogeneous area of suspect ACM was conducted to assess the friability and condition of the materials. A friable material is defined by the EPA as a material which can be crumbled, pulverized or reduced to powder by hand pressure when dry. Friability was assessed by physically touching suspect materials. 3.3 Sample Collection Based on results of the visual observation, bulk samples of suspect ACM were collected in general accordance with AHERA sampling protocols. Samples of suspect materials were collected in each homogeneous area. Bulk samples were collected using wet methods, as applicable, to reduce the potential for fiber release. Samples were placed in sealable containers and labeled with unique sample numbers using an indelible marker. Terracon collected a total of 77 bulk samples from 26 homogeneous areas of suspect ACM. A summary of all samples collected is included as Appendix A. 3.4 Sample Analysis Bulk ACM samples were submitted under chain of custody to EMSL Analytical, Inc. of Seattle, Washington for analysis by polarized light microscopy (PLM) with dispersion staining techniques per EPA methodology (6001R-931116). The percentage of asbestos, where applicable, was determined by microscopic visual estimation or by the more accurate point count method (wall system sample). EMSL Analytical is accredited under the National Voluntary Laboratory Accreditation Program (NVLAP Accreditation No. 200613-0). 4.0 ASBESTOS REGULATORY OVERVIEW The NESHAP regulation for asbestos regulates asbestos fiber emissions and asbestos waste disposal practices. It requires the identification of existing asbestos -containing materials (ACM) according to friability prior to demolition or renovation activity. Friable ACM is a material containing more than 1% asbestos that, when dry, may be crumbled, pulverized or reduced to powder by hand pressure. The NESHAP regulation classifies ACM as either regulated asbestos -containing material (RACM), Category I non -friable ACM or Category II non -friable ACM. RACM includes all friable ACM, along with Category I non -friable ACM that has become friable or will be or has been subjected to sanding, grinding, cutting or abrading, and Category II non -friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder in the Responsive o Resourceful a Reliable 3 Asbestos Survey Report Proposed Chick-fil-A #04094 o King County, Tukwila, Washington May 12, 2017 a Terracon Project No. 81177042 lierracon course of renovation or demolition activity. Category I non -friable ACMs are exclusively asbestos -containing packings, gaskets, resilient floor coverings, floor covering mastics and asphalt roofing products that contain more than 1% asbestos. Category II non -friable ACM are all other non -friable materials other than Category I non -friable ACM that contain more than 1% asbestos. RACM must be removed prior to renovation or demolition activities. Washington Administrative Code (WAC) 173 400 075 adopts the federal NESHAP rule by reference. In the State of Washington, authority to administer NESHAP requirements is delegated to the regional air pollution authorities (e.g., the local Clean Air Agency or the Washington State Department of Ecology). In King County, the NESHAP requirements are administered by the Puget Sound Clean Air Authority (PSCAA). PSCAA must be notified at least 10 working days prior to the demolition of any structure with a projected roof area greater than 120 square feet, regardless of whether any asbestos was identified. Notification is not required for renovation projects, unless the project involves the disturbance of friable asbestos containing materials. The owner or operator must also provide the Washington State Department of Labor and Industry (L&I) with written notification at least 10 working days prior to the commencement of asbestos removal projects involving at least 10 linear feet or 48 square feet of ACM. Removal of ACM must be conducted by a State of Washington -certified asbestos abatement contractor. In the State of Washington, worker exposures to asbestos are governed by L&I's Division of Occupational Safety and Health (DOSH). The administrative rule WAC 296-62-07705 requires that employee exposure to airborne asbestos fibers be maintained below 0.1 asbestos fibers per cubic centimeter of air (0.1 f/cc) as an eight hour time weighted average. State of Washington Occupational Safety and Health rules also classify construction and maintenance activities which could disturb ACM, and specify work practices and precautions which employers must follow when their employees engage in each class of regulated work. 5.0 FINDINGS AND RECOMMENDATIONS Asbestos Asbestos was identified in samples collected from the subject building. Appendix A identifies the homogeneous areas sampled, sample identification numbers, material descriptions, and analytical results. Laboratory analytical reports and chains of Responsive o Resourceful a Reliable 4 Asbestos Survey Report Proposed Chick-fil-A #04094 o King County, Tukwila, Washington May 12, 2017 a Terracon Project No. 81177042 lierracon custody are included in Appendix B. In addition Appendix C contains sample location plans and Appendix D inspector certifications. In the event that unsampled suspect ACM is discovered during demolition activities, Terracon recommends that the contractor contact Chick-fil-A and Terracon immediately upon discovery, so that samples of the suspect ACM can be collected and analyzed in order to classify, and/or quantify the material. 6.0 GENERAL COMMENTS This asbestos survey was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings, conclusions and recommendations expressed in this report are based on conditions observed during our survey of the buildings. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by Chick-fil-A for specific application to their project as discussed. This report is not a bidding document. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. Terracon does not warrant the work of regulatory agencies, laboratories or other third parties supplying information which may have been used in the preparation of this report. No warranty, express or implied is made. Responsive a Resourceful a Reliable 5 APPENDIX A TABLE 1.0 - ASBESTOS SURVEY SAMPLE SUMMARY Proposed Chick-fil-A #04094 17333 Southcenter Parkway Tukwila , Washington 98188 HOMOGENEOUS rAREA SAMPLE NO. DESCRIPTION i MATERIAL LOCATION j 1 1-01 1-02 1-03 Black asphaltic built-up roofing with Flat roofing and curbing 1 1-04 granules (ND) throughout roof 1-05 1-06 1-07 At seams of exterior metal 2 2-01 Grey sealant coping/flashing and concrete (ND) decorative molding at roof 2-02 level 3 3-01 Black sealant In places throughout small 3-02 (5% chrysotile) shed door on roof 4 4-01 Black asphaltic vapor barrier Behind exterior walls of small 4-02 (ND) shed on roof 5 5-01 Black sealant (ND) Sealant on HVAC system components on roof 6-01 Grey/black HVAC 6 6-02 sealant (ND) Sealant on HVAC system components on roof ' 6-03 7-01 7-02 Gypsum wallboard with tape and joint 7-03 compound 7 7-04 (Joint Compound — 2% Chrysotile) Walls throughout building 7-05 (Contains <1% asbestos as a 7-06 wallboard system) 7-07 8-01 White ceramic floor tiles (1"x1")' In waiting area on northeast 8 8-02 white grout/mo (aNrDaj d white sealant side of building 9-01 9 4" black rubber cove base with clear Employee break room and 9 02 9-03(ND) mastic office areas 9-04 HOMOGENEOUS AREA SAMPLE NO. DESCRIPTION MATERIAL LOCATION 10-01 10 10-02 Silver foil, clear mastic, and yellow 10-03 fiberglaz batt insulation 10-04 (ND) Insulation throughout building ceiling 11 Visually assessed and determined to be non - suspect Electrical panels Electrical room 12 12-01 12-02 12-03 12-04 12-05 12-06 Beige 6"'x6" pattern vinyl floor sheeting and white/yellow mastic (ND) Restrooms, employee break room 13 13-01 13-02 Brown mastic (ND) Beneath hardwood floor at building entry 14 14-01 14-02 Black compressed wood countertop with yellow mastic (ND) Employee break room countertop 15 15-01 15-02 15-03 2'x4' white suspended ceiling tiles with worm and pinhole pattern (ND) Predominant ceiling throughout building 16 16-01 16-02 16-03 2'x4' white suspended ceiling tiles with solid pattern (ND) Ceiling tiles sporadically throughout building 17 17-01 Black rubber sealant Water pipe in SW room 18 N/A Water pipe gasket (Assumed ACM) Water pipe in SW room 19 19-01 19-02 19-03 19-04 Beige carpet and yellow mastic (ND) Predominant carpet flooring throughout building 20 20-01 20-02 6" beige rubber cove base with yellow mastic (ND) Women's restroom 21 21-01 21-02 21-03 Pink fiberglass batt insulation (ND) Ceiling insulation throughout W end of building 22 22-01 22-02 Brown/white wall paper with yellow mastic Center wall areas HOMOGENEOUS r AREA SAMPLE NO. DESCRIPTION MATERIAL LOCATION 22-03 (ND) 23-01 23 White soft/elastic sealant Exterior wall seams 23-02 23-03 (ND) 24-01 24 24-02 White N (king Exterior wall seams 24-03 aDj 25-01 25-02 25 25-03 Grey plaster)/stucco Exterior walls — E side 25-04 25-05 26-01 Black asphaltic paper vapor barrier 26-02(ND) 26 Beneath exterior metal siding 26-03 ND — non detect APPENDIX A TABLE 3.0 — ASBESTOS -CONTAINING -MATERIALS Proposed Chick-fil-A #04094 17333 Southcenter Parkway Tukwi a , Washington 98188 HOMOGENEOUS AREA DESCRIPTIO N MATERIAL LOCATION PERCENT/ TYPE ASBESTOS NESHAP CLASSIFICA- TION CONDITION EST QUANTITY 3 Black sealant In places throughout small shade door on roof 5% Chrysotile Category II non -friable Good Condition 80 LF 6 Grey/black sealant Sealant on HVAC system on roof o 3% Chrysotile Category II non -friable Good Condition 60 SF 18 Water pipe gasket SW corner of building Assumed Category I non- friable Good Condition 1 EA LF — Linear Feet, SF — Square Feet EA — Each APPENDIX B CHAIN OF CUSTODY AND LABORATORY ANALYTICAL REPORTS EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Attention: John McCaslin Terracon Consultants, Inc. 21905 64th Ave. W. Suite 100 Mountlake Terrace, WA 98043 Project: 81177042 Phone: Fax: Received Date: Analysis Date: Collected Date: (425) 771-3304 (425) 771-3549 05/03/2017 8:00 AM 05/05/2017 - 05/10/2017 05/03/2017 Sample Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Description Appearance % Fibrous % Non -Fibrous Asbestos % Type 1 -01 -Shingle 511701196-0001 Gray/Black Fibrous Heterogeneous 15% Glass 85% Non-fibrous (Other) None Detected 1 -01 -Built Up Roofing 511701196-0001A Black Fibrous Homogeneous 60% Glass 40% Non-fibrous (Other) None Detected 1 -02 -Shingle 511701196-0002 Gray/Black Fibrous Heterogeneous 30% Glass 70% Non-fibrous (Other) None Detected 1 -02 -Built Up Roofing 511701196-0002A Black Fibrous Homogeneous 55% Glass 45% Non-fibrous (Other) None Detected 1 -03 -Shingle 511701196-0003 Gray/Black Fibrous Heterogeneous 20% Glass 80% Non-fibrous (Other) None Detected 1 -03 -Built Up Roofing 511701196-0003A Black Fibrous Heterogeneous 10% Cellulose 40% Glass 50% Non-fibrous (Other) None Detected 1 -04 -Shingle 511701196-0004 Gray/Black Fibrous Heterogeneous 30% Glass 70% Non-fibrous (Other) None Detected 1 -04 -Built Up Roofing 511701196-0004A Black Fibrous Heterogeneous 40% Glass 60% Non-fibrous (Other) None Detected 1 -05 -Shingle 511701196-0005 Gray/Black Fibrous Heterogeneous 25% Glass 75% Non-fibrous (Other) None Detected 1 -05 -Built Up Roofing 511701196-0005A Black Fibrous Heterogeneous 30% Glass 70% Non-fibrous (Other) None Detected 1 -06 -Shingle 511701196-0006 Black Fibrous Homogeneous 15% Glass 85% Non-fibrous (Other) None Detected 1 -06 -Built Up Roofing 511701196-00064 Black Fibrous Heterogeneous 30% Glass 70% Non-fibrous (Other) None Detected 1 -07 -Shingle 511701196-0007 Black Fibrous Homogeneous 25% Glass 75% Non-fibrous (Other) None Detected 1 -07 -Built Up Roofing 511701196-0007A Black Fibrous Heterogeneous 30% Glass 70% Non-fibrous (Other) None Detected 2-01 511701196-0009 Tan/Black Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 2-02 511701196-0009 Gray Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB_PLM_0008_0001 - 1.78 Printed: 5/10/2017 8:56 AM Page 1 of 8 EMSL Analytical, Inc. • 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com Sample EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Description Appearance Non -Asbestos % Fibrous % Non -Fibrous ,Asbestos % Type 3-01 511701196-0010 Black Non -Fibrous Homogeneous 95% Non-fibrous (Other) 5% Chrysotile 3-02 511701196-0011 Positive Stop (Not Analyzed) 4-01 511701196-0012 Black Fibrous Homogeneous 85% Cellulose 15% Non-fibrous (Other) None Detected 4-02 511701196-0013 Black Fibrous Homogeneous 85% Cellulose 15% Non-fibrous (Other) None Detected 5-01 511701196-0014 Black Fibrous Homogeneous 15% Cellulose 85% Non-fibrous (Other) None Detected 6-01 511701196-0015 Gray/Black Fibrous Homogeneous 10% Cellulose 90% Non-fibrous (Other) None Detected 6-02 511701196-0016 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 6 -03 -Caulk 511701196-0017 Gray Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 6 -03 -Black Asphaltic Material 511701196-0017A The sample group is not homogeneous Black Non -Fibrous Homogeneous 97% Non-fibrous (Other) 3% Chrysotile 7 -01 -Joint Compound 511701196-0018 Inseparable paint /coating layer included in analysis Gray/White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 7 -01 -Taping Mud 511701196-0018A Tan/White Fibrous Heterogeneous 45% Cellulose 55% Non-fibrous (Other) None Detected 7 -01 -Drywall 511701196-00188 Brown/White Fibrous Heterogeneous 15% Cellulose 60% Glass 25% Non-fibrous (Other) None Detected 7 -01 -Composite Brown/White Fibrous 511701196-0018C Heterogeneous Inseparable paint / coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape 30% Cellulose 50% Gypsum 20% Non-fibrous (Other) None Detected 7 -02 -Joint Compound 511701196-0019 Inseparable paint / coating layer included in analysis White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 7 -02 -Drywall 511701196-0019A Brown/White Fibrous Heterogeneous 15% Cellulose 2% Glass 60% Gypsum 23% Non-fibrous (Other) None Detected 7 -02 -Composite 511701196-00196 Inseparable paint / coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape Brown/White Fibrous Heterogeneous 20% Cellulose 60% Gypsum 20% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB PLM 0008_0001 - 1.78 Printed: 5/10/2017 8:56 AM Page 2 of 8 Sample EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Description Appearance % Fibrous % Non -Fibrous Asbestos % Type 7 -03 -Joint Compound 511701196-0020 Inseparable paint / coating layer included in analysis White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 7 -03 -Taping Mud 511701196-0020A Tan/White Fibrous Heterogeneous 60% Cellulose 40% Non-fibrous (Other) None Detected 7 -03 -Drywall 511701196-00208 Brown/White Fibrous Heterogeneous 15% Cellulose 50% Gypsum None Detected 35% Non-fibrous (Other) 7 -03 -Composite Brown/White Fibrous 511701196-0020C Heterogeneous Inseparable paint / coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape 35% Cellulose 50% Gypsum None Detected 15% Non-fibrous (Other) 7-04 n Brown/Tan/White 10% Cellulose 60% Gypsum None Detected Fibrous 5% Glass 25% Non-fibrous (Other) 511701196-0021 Heterogeneous Inseparable paint /coating layer included in analysis 7 -04 -Composite Brown/White Fibrous 511701196-0021A Heterogeneous Inseparable paint / coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape 20% Cellulose 70% Gypsum None Detected 10% Non-fibrous (Other) 7 -05 -Joint Compound 511701196-0022 Inseparable paint / coating layer included in analysis Gray/White 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous 7 -05 -Taping Mud 511701196-0022A Tan/White Non -Fibrous Homogeneous 60% Cellulose 40% Non-fibrous (Other) <1% Chrysotile 7 -05 -Drywall 511701196-00228 Peach Fibrous Heterogeneous 15% Cellulose 60% Gypsum None Detected 25% Non-fibrous (Other) 7 -05 -Composite Brown/White Fibrous 511701196-0022C Heterogeneous Inseparable paint / coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape 20% Cellulose 60% Gypsum <1% Chrysotile 20% Non-fibrous (Other) 7 -06 -Joint Compound 511701196-0023 Inseparable paint/ coating layer included in analysis Gray/White 100% Non-fibrous (Other) None Detected Non -Fibrous Heterogeneous 7 -06 -Taping Mud 511701196-0023A White Fibrous Heterogeneous 60% Cellulose 40% Non-fibrous (Other) None Detected 7 -06 -Drywall 511701196-0023B Brown/White Fibrous Heterogeneous 20% Cellulose 60% Gypsum None Detected 20% Non-fibrous (Other) 7 -06 -Composite 511701196-0023C Inseparable paint / coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape Brown/White Fibrous Heterogeneous 20% Cellulose 65% Gypsum None Detected 15% Non-fibrous (Other) 7 -07 -Joint Compound 511701196-0024 Inseparable paint/ coating layer included in analysis Gray/White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB PLM 0008_0001 - 1.78 Printed: 5/10/2017 8:56 AM Page 3 of 8 Sample EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Description Appearance Non -Asbestos % Fibrous % Non -Fibrous Asbestos % Type 7 -07 -Taping Mud 511701196-0024A White Non -Fibrous Homogeneous 98% Non-fibrous (Other) 2% Chrysotile 7 -07 -Drywall 511701196-00248 Brown/White Fibrous Heterogeneous 30% Cellulose 45% Gypsum 25% Non-fibrous (Other) None Detected 7 -07 -Composite Brown/White Non -Fibrous 511701196-0024C Homogeneous Inseparable paint /coating layer included in analysis This is a composite result of wallboard, jt. compound, and tape 30% Cellulose 50% Gypsum 20% Non-fibrous (Other) <1% Chrysotile 8 -01 -Ceramic Tile 511701196-0025 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 8 -01 -Grout 511701196-0025A White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 8 -01 -Adhesive 511701196-00258 White Non -Fibrous Heterogeneous 5% Quartz 95% Non-fibrous (Other) None Detected 8 -02 -Ceramic Tile 511701196-0026 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 8 -02 -Grout 511701196-0026,4 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 8 -02 -Adhesive 511701196-00268 White Non -Fibrous Homogeneous 5% Quartz 95% Non-fibrous (Other) None Detected 9 -01 -Cove Base 511701196.0027 Black Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -01 -Mastic 511701196-00274 Beige Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -02 -Cove Base 511701196-0028 Black Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -02 -Mastic 511701196-0028A Beige Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -03 -Cove Base 511701196-0029 Black Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -03 -Mastic 511701196-0029A Beige Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -04 -Cove Base 5117011960030 Black Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 9 -04 -Mastic 511701196-0030A White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 10 -01 -Wrap 511701196-0031 Tan/Silver Fibrous Heterogeneous 55% Cellulose 45% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB PLM 0008_0001 - 1.78 Printed: 5/10/2017 8:56 AM Page 4 of 8 Sample EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Description Appearance Non -Asbestos % Fibrous % Non -Fibrous Asbestos % Type 10 -01 -Insulation 511701196-0031A Beige Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 10 -02 -Wrap 511701196-0032 Tan/Silver Fibrous Heterogeneous 60% Cellulose 40% Non-fibrous (Other) None Detected 10 -02 -Insulation 511701196-0032A Beige Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 10 -03 -Wrap 511701196-0033 Tan/Silver Fibrous Heterogeneous 55% Cellulose 45% Non-fibrous (Other) None Detected 10 -03 -Insulation 511701196-0033A Beige Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 10 -04 -Wrap 511701196-0034 Brown/Silver Fibrous Heterogeneous 60% Cellulose 40% Non-fibrous (Other) None Detected 10 -04 -Insulation 511701196-0034A Beige Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 12 -01 -Flooring 511701196-0035 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12 -01 -Mastic 511701196-0035A White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12-02 511701196-0036 Insufficient mastic White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12 -03 -Flooring 511701196-0037 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12 -03 -Mastic 511701196-0037A White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12 -04 -Flooring 511701196-0038 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12 -04 -Mastic 511701196-0038A White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12-05 511701196-0039 Insufficient mastic White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 12-06 511701196-0040 White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 13-01 511701196-0041 Brown Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 14 -01 -Laminate 511701196-0042 Gray Fibrous Homogeneous 25% Cellulose 75% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB PLM 0008_0001-1.78 Printed: 5/10/2017 8:56 AM Page 5 of 8 Sample EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Description Appearance % Fibrous % Non -Fibrous sbes o % Type 14 -01 -Mastic 511701196-0042A Tan Non -Fibrous Homogeneous 2% Cellulose 98% Non-fibrous (Other) None Detected 14 -02 -Laminate 511701196-0043 Gray Fibrous Homogeneous 25% Cellulose 75% Non-fibrous (Other) None Detected 14 -02 -Mastic 511701196-0043A Yellow Non -Fibrous Homogeneous 5% Cellulose 95% Non-fibrous (Other) None Detected 15-01 511701196-0044 Gray/White 50% Cellulose Fibrous 30% Min. Wool Homogeneous 5% Perlite None Detected 15% Non-fibrous (Other) 15-02 511701196-0045 Gray/White 50% Cellulose Fibrous 30% Min. Wool Homogeneous 5% Perlite None Detected 15% Non-fibrous (Other) 15-03 511701196-0046 Gray/White 50% Cellulose Fibrous 30% Min. Wool Homogeneous 5% Perlite None Detected 15% Non-fibrous (Other) 16-01 511701196-0047 Gray/White 60% Cellulose Fibrous 20% Min. Wool Homogeneous 5% Perlite None Detected 15% Non-fibrous (Other) 16-02 511701196-0046 Gray/White 60% Cellulose Fibrous 20% Min. Wool Homogeneous 5% Perlite None Detected 15% Non-fibrous (Other) 16-03 511701196-0049 Gray/White 60% Cellulose Fibrous 20% Min. Wool Homogeneous 5% Perlite None Detected 15% Non-fibrous (Other) 17-01 511701196-0050 Black 2% Cellulose 96% Non-fibrous (Other) None Detected Non -Fibrous 2% Synthetic Homogeneous 19 -01 -Carpet 511701196-0051 Beige Fibrous Heterogeneous 90% Synthetic 10% Non-fibrous (Other) None Detected 19 -01 -Mastic 511701196-0051A Yellow 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous 19 -02 -Carpet 511701196-0052 Beige Fibrous Homogeneous 90% Synthetic 10% Non-fibrous (Other) None Detected 19 -02 -Mastic 511701196-0052A Yellow 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous 19 -03 -Carpet 511701196-0053 Beige Fibrous Heterogeneous 90% Synthetic 10% Non-fibrous (Other) None Detected 19 -03 -Mastic 511701196-0053A Yellow 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous 19 -04 -Carpet 511701196-0054 Beige Fibrous Heterogeneous 90% Synthetic 10% Non-fibrous (Other) None Detected 19 -04 -Mastic 511701196-0054A Yellow Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 20 -01 -Cove Base 511701196-0055 Beige Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB_PLM 0008 0001 - 1.78 Printed: 5/10/2017 8:56 AM Page 6 of 8 Sample EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Description Appearance Non -Asbestos % Fibrous % Non -Fibrous Asbestos % Type 20 -01 -Mastic 511701196-0055A White Non -Fibrous Heterogeneous 100% Non-fibrous (Other) None Detected 20 -02 -Cove Base 511701196-0056 Beige Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 20 -02 -Mastic 511701196-0056A White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 21 -01 -Wrap 511701196-0057 White/Silver Fibrous Heterogeneous 3% Glass 97% Non-fibrous (Other) None Detected 21 -01 -Insulation 511701196-0057A Pink Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 21 -02 -Wrap 511701196-0058 White/Silver Fibrous Homogeneous 5% Cellulose 95% Non-fibrous (Other) None Detected 21 -02 -Insulation 511701196-0058A Pink Non -Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 21 -03 -Wrap 511701196-0059 White/Silver Fibrous Homogeneous 5% Cellulose 95% Non-fibrous (Other) None Detected 21 -03 -Insulation 511701196-0059A Pink Fibrous Homogeneous 98% Min. Wool 2% Non-fibrous (Other) None Detected 22-01 511701196-0060 Brown/White Fibrous Heterogeneous 30% Cellulose 70% Non-fibrous (Other) None Detected 22 -02 -Wallpaper 511701196-0061 Brown/White Fibrous Heterogeneous 40% Cellulose 60% Non-fibrous (Other) None Detected 22 -02 -Mastic 511701196-0061A Yellow Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 22-03 511701196-0062 Brown/White Fibrous Heterogeneous 40% Cellulose 60% Non-fibrous (Other) None Detected 23-01 511701196-0063 Inseparable paint / coating layer included in analysis Gray/White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 23-02 511701196-0064 Inseparable paint / coating layer included in analysis Gray/White Non -Fibrous Heterogeneous 100% Non-fibrous (Other) None Detected 23-03 511701196-0065 Inseparable paint/ coating layer included in analysis Gray/VVhite Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected 24-01 511701196-0066 Inseparable paint /coating layer included in analysis White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected Initial report from: 05/09/2017 11:44:13 ASB PLM 0008 0001 - 1.78 Printed: 5/10/2017 8:56 AM Page 7 of 8 ISM Sample EMSL Analytical, Inc. 3317 3rd Ave S, Suite D 2nd floor Seattle, WA 98134 Tel/Fax: (206) 269-6310 / (206) 900-8789 http://www.emsl.com / seattlelab@emsl.com EMSL Order: 511701196 Customer ID: TCWA25 Customer PO: 81177042 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Description Appearance % Fibrous % Non -Fibrous Asbestos % Type 24-02 511701196-0067 Inseparable paint / coating layer included in analysis Gray/White Non -Fibrous Homogeneous 2% Quartz None Detected 98% Non-fibrous (Other) 24-03 511701196-0068 White 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous 25-01 511701196-0069 Inseparable paint / coating layer included in analysis Gray/White/Beige Non -Fibrous Homogeneous 2% Glass 5% Quartz None Detected 93% Non-fibrous (Other) 25-02 511701196-0070 Inseparable paint / coating layer included in analysis Gray/White/Beige 10% Glass Non -Fibrous Homogeneous 10% Quartz None Detected 80% Non-fibrous (Other) 25-03 511701196-0071 Inseparable paint /coating layer included in analysis Gray/White/Beige 10% Glass Fibrous Homogeneous 10% Quartz None Detected 80% Non-fibrous (Other) 25-04 511701196-0072 Gray/White/Beige 10% Glass Non -Fibrous Homogeneous 10% Quartz None Detected 80% Non-fibrous (Other) 25-05 511701196-0073 Inseparable paint / coating layer included in analysis Gray/White/Beige 10% Glass Fibrous Homogeneous 10% Quartz None Detected 80% Non-fibrous (Other) 26-01 511701196-0075 Brown Fibrous Homogeneous 95% Cellulose 5% Non-fibrous (Other) None Detected 26-02 511701196-0076 Brown Fibrous Homogeneous 95% Cellulose 5% Non-fibrous (Other) None Detected 26-03 511701196-0077 Brown Fibrous Homogeneous 95% Cellulose 5% Non-fibrous (Other) None Detected 13-02 511701196-0078 Brown 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous Analyst(s) Jason Stuhr (90) Rebecca Ferrell (39) Lauren Kerber, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal govemment. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical. Inc. Seattle, WA NVLAP Lab Code 200613 Initial report from: 05/09/2017 11:44:13 ASB_PLM_0008_0001 - 1..78 Printed: 5/10/2017 8:56 AM Page 8 of 8 OrderlD: 511701196 • EMILANALYTMALjff F.. .?Aop.movriwtrverivnitorota Asbestos Bulk Building Material Chain of Custody EMSL Order Number (Lab Use Only): #511701196 EMSL ANALYTICAL, INC. 200 ROUTE 130 NORTH CINNAMINSON, NJ 08077 PHONE: (800) 220-3675 FAx: (856) 786-5974 - • Company : �{tt&cam Cov►s_t #t.14s 1 AC . EMSL-Bill to: 04 Same 0 Different If an to Is Different note instructions In Comments" Third Party Billing requires wmten authorization fmm third party t Street: 211_05 Milk Averlu.4 Wee i'Si...:4 c. 100 City:140144141a I•ercacc.. StatelProvince: WA ZiplPostal Code: q$dL W. - Country: (Asn Report To (Name): cToyi to IVIcCa6i; 4 _ Telephone #: 20(i • 715 -1338 Email Address: AArKcc tsl rtetcem .tows Fax #: Purchase Order: �� Project Name/Number: gii RDA Please Provide Results: EJ Fax UM U.S. State Samples Taken: M CT Samples: ® CommerclalITaxabie Jj ResidentiallTax Exempt Turnaround Time (TAT) Options* - Please Check /' 24 Hour 1 0 48 Hour I ❑ 72 Hour 1 0 96 Hour I '7 Week I 0 2 Week ❑ 3 Hour I 0 6 Hour El[a *For TEM Air 3 hr through 6 hr, please call ahead to schedule. `There is a premium charge for 3 Hour TEM AHERA or EPA Level ll TAT. You will be asked to sign an authorization form for this service. Analysis completed In accordance with EMSL's Terms and Conditions located in the Analytical Price Guide. PLM - Bulk (reporting limit) TEM - Bulk• _�,� L%�'Puvl EPA 600/R-93/116 (<1%) 0 TEM•EPA NOB - EPA 600/R-93/116 Section 2.5.5.1 ■ PLM EPA NOB (<1%) ❑ NY ELAP Method 198.4 (TEM) Point Count 0 400 (<0.25%) ■ 1000 (<0.1%) 0 Chatfield Protocol (semi -quantitative) Point Count w/Gravimetric ■ 400 (<0.25%) ■ 1000 (<0.1%) 0 TEM % by Mass - EPA 600/R-93/116 Section 2.5.5.2 0 NIOSH 9002 (<1%) ■ TEM Qualitative via Filtration Prep Technique ❑ NY ELAP Method 198.1 (friable in NY) ❑ NY ELAP Method 198.6 NOB (non -friable -NY) ■ TEM Qualitative via Drop Mount Prep Technique Other ■ OSHA 1D-191 Modified • ❑ Standard Addition Method heck For Positive Stop - Clearly Identify Homogenous Group Date Sampled: 5-1- / 3 - Samplers Name: /7 ,ri�on pr1 f jQ,,fys I Samplers Signature: Sample # HA # Sample Location Material Description iol . !-D a- . I -D 3 . t -off • l -o - 1,DT 0 • Client Sample # (s): f Q f - (26 -DS Total # of Samples: q 3- . Relinquished (Client): Date: Time: Received (Lab): Date: 5-3- (' Time: ? t CO CommentslSpecia structions. ConbeOed Doebment—Mbeata, COC—ie-11/2812017 Page 1 of ] pages Page 1 Of 4 OrderID: 511701196 Asbestos Bulk Building Material Chain of Custody EMSL Order Number (Lab Use only): #511701196 EMSL ANALYTICAL, INC. 200 ROUTE 130 NORTH CINNAMINSON, NJ 08077 PHONE: (800) 220-3675 FAX: (856) 786-5974 Additional Pages of the Chain of Custody am only necessary if needed for additional sample information Sample # HA # Sample Location Material Description 3-0a X1-01 i% -tai 5-01 6-0{ q -D 4-D3 7-dY • 1-bS ?--a6 3 -of 1-03 q -Di- !o -0a• /0-Dc3 In -off *Comments/Special Instructions: Control/ed Document —Asbestos coc—Re-111282012 Page P. of ef pages Page 2 Of 4 OrderID: 511701196 .1?"95mmft.41101.mwwto Asbestos Bulk Building Material • Chain of Custody EMSL Order Number (Lab Use Only): #511701196 EMSL ANALYTICAL, INC. 200 ROUTE 130 NORTH CINNAMINSON, NJ 08077 PHONE: (800) 220-3675 FM: (856) 786-5974 Additional Pages of the Chain of Custody are only necessary if needed for additional sample information Sample # HA # Sample Location Material Description h2 -DI • 0-o2 4.03 P -o9 1P -o5 0-06 13-0 1N-01 /l -ba 15-o2 1,5-63 16-01 /4-©2 17 -of /9-0/ I9 -aa t9 -D 11-0 090 -0( ,20 -aa 0?1- o l - *CommentslSpecial Instructions: • CaNO&d Doo,ma,c-Albes}m coc-na-11aaam2 Page 3 of pages Page 3 Of 4 OrderID: 511701196 EMSL'ANAsmCA1:;INC., . . 4;aR..,.tuo Asbestos Bulk Building Material ' - Chain of Custody EMSL Order Number (Lab Use Only): #591701196 EMSL ANALYTICAL, INC. 200 RouTE 130 NORTH CINNAMINSON, NJ 08077 PHONE: (800) 220-3675 FAX: (856)786-5974 Additional Pages of the Chain of Custody are only necessary if needed for additional sample information Sample # HA # Sample Location Material Description 09 I- Od I 2/D3 2) roa 1 99-1)3 d3 -a1 d3-00) • . LQy-oI O5 -o`f -QS a_ -03 *CommenislSpecial Instructions: Controlled Document -Asbestos COC —ae—,12812012 Page 9 of 9 pages Page 4 Of 4 APPENDIX C SAMPLE LOCATION PLANS C O u 11/ Not to scale 4 TERRACON CONSULTANTS • 21905 64TH AVE W. • SUITE 100 • MOUNTLAKE TERRACE, WA 98043 •425.771.3304 • TERRACON.COM CD 0 0 0 U 0z cc U W 0 O M N- N d' M O 00 U ce w F w 1 J Z 0 \V cnc L O co 4a,C i O a) J c Q) O8 O" ° L E VJ L 4) 0 co CD L X o LL U r- W o 2 0 z 0 U 1.6 I- 0 m N n N m 0 oorn LU U re w F w J H z 0 i 0 to • 0 W H W 0 O r -i N H z F z 0 U Z 0 U cc LU APPENDIX D TRAINING CERTIFICATES ,../zo, \ ,' z.„. - z -- N L---2........,...0 N.... i \> .1\•",„.............. ......„ I\ ,,,,,,.....-..-.....4,.. ill,„ Nit - ,',./%,..!---- -V. ( 1 ----"`1,-itsf,, i'jk,:',.."-- \\ ' 1------''''..",.°C 'P'r-;:---\-:::7r-- ...."`.;•'12 : - - •"----- ..-Ct- '7.14 '''''';'<;'...," - ---7-M-1\il --:-.'.4-",-1-""l\,/./.'c'''.------------.-"'""----- - \\ ' ) ---------.›-Jr\l\'''''.11, \ \ -....,...., A.. --- '-----. A . A \ l • .:, k-: ,'..,), .;:-.; • \ -, i I 1 , ,,,, ,'-. ( .„,:. -1. • -,,, ., -- .. ft \ ....-- , , -... • ., -' " . l''''', . / i _, -'' '''' '':.?"--- .„,.. j ' :,s, „- \i„.",..,- .„....... l .::, i,,. ,....„...-Ix ,...[..:.,<:,,...._ I/ ,v.„ ' 5 CO CT CO ▪ LL co (1) (C) 0 Z 15 PACIFIC CC 4. ci) • a a) >, T?xw0cJ 'a. 0) .c .E fi$ 1— o - Tri E° Q) co 0- .- X ccif o LUft 0 2 W • I Uri , • ‘,1 ---,----- -7- - . 1 EXCmF TAXCO1X P Com" DEC 2 91989 E t 67162 AFTER RECORDING MAIL TO Ms. Elizabeth Fitzhugh Lane Powell Moss 6 Hiller 1420 Fifth Avenue, 41st Floor Seattle, Washington 98101 RE^t1LSi 0r ..17A SPECIAL WARRANTY DEED, ASSIGNMENT OF RIGHTS AND ASSIGNMENT OF LESSOR'S INTEREST IN LEASE THE GRANTOR, PACIFIC NORTHWEST GROUP A, a joint ve8ture consisting of California State Teachers' Retirement System, California Public Employees' Retirement System, and CROW -S -H #118, a Texas limited partnership, for good and valuable consideration, receipt of which is hereby acknowledged, hereby assigns all warranties received from its GRANTOR, JACK A. BENAROYA COMPANY, with respect to the following described real estate, and bargains and sells c.nd conveys to SHIDLER/WEST FINANCE PARTNERS III LIMITED PARTNERSHIP, a' Delaware limited partnership, as GRANTEE, warrantying only that it is seized of such estate as it received from its GRANTOR, JACK A. BENAROYA COMPANY, a Washington corporation, and that the property hereby conveyed is free from encumbrances done or suffered by the GRANTOR, and also for quiet enjoyment against the GRANTOR, its heirs and assigns, the following described real estate, situated in the County of King, State of Washington: PARCEL A: THOSE PORTIONS OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST,. W.M., IN KING COUNTY, WASHINGTON, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER CF SECTION 35, TOWNSHIP 23 NORTH, RATOC 4 EAST, W.H-, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35; THENCE NORTH 87°45'57" WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHES IN KING COUNTY AUDITOR'S FILE NO. 6343848; THENCE SOUTH 11°59'33" EAST ALONG SAID WEST MARGIN A DISTANCE OF 41.27 FEET; THENCE NORTH 87°45'57" WEST A DISTANCE OF 211.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 87°45'57' WEST A DISTANCE CF 19.11 FEET; THENCE SOUTH 42°30'27` WEST A DISTANCE OF 537.51 FEET TO A POINT ON A LINE THAT IS 19.5 FEET SOUTHWESTERLY OF THE CENTERLINE OF A 19 FOOT WIDE RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER KING COUNTY AUDITOR'S FILEE NO. 6643574; THENCE NORTHERLY ALONG A LINE WHICH IS CONCENTRIC ANO PARALLEL WITH SAID CENTERLINE ALONG A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS NORTH 4B°31'03" EAST HAVING A RADIUS OF 429.78 FEET AN ARC DISTANCE OF 433.55 FEET THROUGH A CENTRAL ANGLE OF 57°47'52"; THENCE RECEIVED MAR 16 2018 TUKWILA PUBLIC WORKS RECEIVED !CITY OF TUKWILA MAR 1 5 2018 PERMIT CENT ER CORE C I ION LT.R# Dlic0 CONTINUING ALONG SAID PARALLEL LINE NORTH 15'18'55" EAST A DISTANCE OF 50.03 FEET TO THE SCUT:': LINE DF SAID SECTION 25; THENCE SOUTH 37°45'57" EAST ALONG SAID SOUTH LINE A DISTANCE OF 20.10 FEET TO THE CENTERLINE OF AN EXISTING RAILROAD EASEMENT ESTABLISHED'BY INSTRUMENT RECORCED UNDER KING COUNTY RECEIVING NO. 771:090221; THENCE NORTH i6'18'55' EAS- ALONG SAID CENTERLINE A DISTANCE OF 164.16 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 661.74 FEET, AN ARC DISTANCE OF 184.73 FEET THROUGH A CENTRAL ANGLE OF 15'59'40"; THENCE NORTH O0°19'15° EAST ALONG SAID CENTERLINE A DISTANCE OF 528.93 FEET; THENCE CONTINUING ALONG SA_O CENTERLINE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 410.28 FEET, AN ARC DISTANCE OF 239.29 FEET THROUGH A CENTRAL ANGLE OF 33°24'54"; THENCE LEAVING SAID CENTERLINE OF RAILROAD EASEMENT, SOUTH 88°51'25" EAST A DISTANCE OF 34.64 FEET; THENCE SOUTH 01'08'35" WEST A DISTANCE OF 198.56 FEET; THENCE NORTH 86°4D'03' EAST A DISTANCE OF 274.13 FEET TO THE WEST •' MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NO. 6343868; THENCE SOUTHERLY ALONG SAID WEST MARGIN ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 35'13'08" EAST HAVING A RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 02°18'42"; THENCE LEAVING SAID WEST MARGIN OF SOUTHCENTER PARKWAY SOUTH .85°12'11" WEST A DISTANCE OF 182.00 FEET; THENCE SOUTH 11°59'33" EAST A CD ` DISTANCEE OF 261.67 FEET; THENCE SOUTH 88°25'36" EAST A DISTANCE OF 115.17 LA FEET; THENCE NORTH 11°59'33' WEST A DISTANCE OF 31.74 FEET; THENCE SOUTH OD 88°25'35" EAST A DISTANCE OF 66.85 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NO. 6343867; THENCE a),'tr, °`M' 'SOUTH 11°59'33" EAST ALONG SAID WEST MARGIN AS ESTABLISHED IN KING COUNTY i `AUDITOR'S FILE NO. 6343867 AND NO. 6343865 A DISTANCE OF 531.16 FEET; THENCE LEAVING SAID WEST MARGIN NORTH 87°45'57° WEST A DISTANCE OF 210.00 OD FEET; THENCE SOUTH 11°59'33" EAST A DISTANCE OF 235.54 FEET TO THE TRUE OD POINT OF BEGINNING; TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR. INGRESS AND EGRESS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE tf; NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN 'KING -COUNTY, WASHINGTON; THENCE NORTH 87°45'57" WEST ALONG THE NORTH .. LINE'OF'SAIO NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF •• - 481`.05 FEET TO 'THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NO. 6343848; THENCE SOUTH 11°59'33" EAST ALONG SAID WEST MARGIN A DISTANCE OF 15.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH I1°59'33" EAST ALONG •SAID WEST MARGIN A DISTANCE OF 51.58 FEET; THENCE NORTH 87°45'57' WEST 256.63 FEET; THENCE NORTH 42°30'27" EAST A. DISTANCE OF 32.77 FEET; THENCE SOUTH 87°45'57" EAST A ,..DISTANCE,OF 19:11 FEET; THENCE NORTH 11°59'33" WEST A DISTANCE OF 25.79 FEET;+THENCEIi0UT8 87°45'57' EAST A DISTANCE OF 210.00 FEET TO THE TRUE POINT OF BEGINNING. 2 S912290859 EXCEPT THAT PORTION LYING WITHIN THE MAIN TRACT. PARCEL 3: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SCUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SUBDIVISION DISTANT NORTH 0°50'36" EAST 819.01 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE NORTH 85°08'34" EAST 255.03 FEET TO THE CENTERLINE OF A RAILROAD EASEMENT DESCRIBED IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE ND. 77I1090221; THENCE SOUTHERLY ALONG SAIDD CENTERLINE 850 FEET MORE OR LESS TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE NORTH 87°45'57" WEST ALONG SAID SOUTH LINE TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 39.00 FEET NORTHWESTERLY OF THE CENTERLINE OF A 19 FOOT RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 6643573; THENCE NORTH 16°18'55" EAST ALONG SAID PARALLEL LINE, 92.00 FEET, MORE OR LESS, TO THE CENTERLINE OF A 40 -FOOT DRAINAGE EASEMENT GRANTED TO THE STATE OF WASHINGTON, BY INSTRUMENTS RECORDED UNDER AUDITOR'S FILE NOS. 6233536 AND 6233537; THENCE NORTH 50°38'32" WEST ALONG SAID DRAINAGE EASEMENT CENTERLINE 224.00 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH 0°50'36" EAST 600 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF LYING WITHIN HIGHWAY I -S. TOGETHER WITH all Grantor's right, title, and interest in that certain lease between Grantor, as Lessor, and The Boeing Company, as Lessee, dated March 14, 1978, including, but not limited to, all right, title, and interest of the Grantor in and to any funds of the lessee deposited with the Grantor as security deposits, prepaid rent, or otherwise pursuant to the provisions of the above -referenced lease, together with the right of .`urther assigns nt, the lessor's obligations under which lease Grantee, by acceptance of this deed and assignment, assumes and agrees to perform. RESERVING under Grantor the following easements: 3 2. Easement for ingress and egress described as follows: Beginning at the northeast corner of the northeast quarter of the northwest quarter of Section 35, Township 23 North, Range 4 East. W. M., in the City of Tukwila, County of King, State of Washington; Thence N 87'45'57' w along the north line of said northeast quarter of the northwest quarter a distance of 481.05 feet to the west margin of Southcenter Parkway as established in King County Auditor's File No. 6343848; Thence S 11'59'33' E along said west margin a distance of 41.27 feet; Thence N 87'45'57' N a distance of 210.00 feet to the true point 0 of beginning; Thence continuing N 87'45'57' W a distance of 19.11 feet; O Thence S 42'30'27' W a distance of 26.38 feet; OF) Thence N..11'59'33" W a distance of 336.32 feet: f11 Thence N 02'14'03' E a distance of 108.30 feet: Thence N 11'59'33' W a distance of 519.86 feet; N Thence N 38'51'25' W a distance of 152.31 feet to the centerline of a railroad easement as described under King OD County Receiving No. 7711090221; Thence northerly along said centerline on a curve to the right, the center of which bears 5 89'05'19' E having a radius of 410:28 feet, an arc distance of 24.01 feet through a central angle of 03'21'11': Thence leaving said centerline of the railroad easement S 88'51' 25" E a distance of 78.65 feet; Thence N 191'08'35' E a distance of 198.66 feet; Thence S 88'51'25' E. a distance of 20.00 feet; Thence S 01'08'35' w a distance of 198.66 feet: Thence N 86'40'03' E a distance of 274.13 feet to the west margin of Southcenter Parkway as established in King County Auditor's File No. 6343868; Thence southerly along said west margin on a curve to the left, the center of which bears N 85'13'08' E having a radius of 991.37 feet. an arc distance of 40.00 feet through a . central angle of 02'18'42'; 4 8912290859 Thence leaving said west margin of Southcenter Parkway S 85' 12'11" W a distance of 182.00 feet; Thence S 11'59'33' E a distance of 502.04 feet; Thence S 02'14'03' W a distance of 27.67 feet: Thence S 87'45'57' K a distance of 189.56 feet to the west margin of Southcenter Parkway as established in King County Auditor's File No. 6343867; Thence S 11'59'33' E along said west margin a distance of 56.74 feet; Thence N 87'45'57' w a distance of 203.50 feet; Thence S 02'14'03' w a distance of 25.63 feet; Thence S 11'59'33' E a distance of 320.70 feet to the true point of beginning. 2. Easement for ingress and egress described as follows: Beginning at the northeast corner of the northeast quarter of the northwest quarter of Section 35, Township 23 North, Range 4 East, W. H., in the City of Tukwila, County of King, State of Washington; Thence N 87'45'57" W along the north line of said northeast quarter of the northwest quarter a distance of 481.05 feet to the west margin of Southcenter Parkway as established in King County Auditor's File No. 6343848; Thence S 11'59'33' E along said west margin a distance of 15.48 feet to the true point of beginning; Thence continuing S 11'59'33' E along said west margin a distance of 51.48 feet; Thence N 87'45'57' W a distance of 256.63 feet; Thence N 42.30'27" E a distance of 32.77 feet; Thence S 87'45'57' E a distance of 19.11 feet Thence N 11'59'33' W a distance of 25.79 feet; Thence S 87'45'57" E a distance of 210.00 feet to the true point of beginning. 3. Easement for water line, 10 feet in width, having 5 feet of said width on each side of the following described centerline: Beginning at the Southeast Corner of the Southeast Quarter of the Southwest Quarter of Section 26, 1'ovnship 23 North, Range_ 4 East, W.Y., in Zing County, Washington; thence North 87'45'57" West along the south line of said Southeast Quarter of the Southwest Quarter a distance of 481.05 feet to the west margin of Southcenter Parkway as established in Ring County Auditor's File No. 6343848; thence North 11'59'33" West along said west margin a distance of 419.58 feet; thence South 78'00'27" West a distance of 50.00 feet; C) thence North 11'59'33" West a distance of 160.00 feet; thence South 78'00'27" West a distance of 190.00 feet; 0- thence North 11'59'33" West a distance of 160.00 feet; 0) thence North 01'29'24" East a distance of 154.36 feet to the H true point of beginning; thence South 68.30'52" East a Ci • distance of 32.45 feet to the West line of Parcel 23 as described under Auditor's File No. 8007290264 and the Q) terminus of this easement. JD 4. A sanitary sewer line easement, 10 feet in width, having 5 feet of said width on each side of the following described centerline: Beginning at the Southeast Corner of the Southeast Quarter of the Southwest Quarter of Section of Section 26, Township 23 North, Range 4 East, W.Y., in icing County, Washington.; thence North a7'45'57" West along the South line of said Southeast Quarter of the Southwest Quarter a distance of 1153.39 feet; thence North 16'18'55" East a distance of 194.99 feet; thence North 35.19'33" East a distance of 127.49 feet; thence North 04.34'07" East a distance of 279.94 feet; thence North 04'45'09" East a distance of 345.42 feet to a manhole and the true point of beginning; thence South 45'19'08" East a distance of 158.87 feet; thence South 62'52'32" East a distance of 28.40 feet tothe west line of Parcel 23 as described under Auditor's File No. 8007290254 and the terminus of this easement. 6 C 5. Easement for ingress and egress as delineated in Boundary Lot Line Adjustment recorded under King County Recording No. 891227-0422 for the benefit of the following described parcels: R?CI 262304962402 ?ACIFIC NORTHVEST GR007 A 529999 5601 67$ AVE S SEATTLE AA CAN:00000 SUP:0000C30 S/+: -000000 STATUS:ACTIVE PAR 3 LESS POE LT SITHIA ES R/'.' 10/27/83 ESMT OF TU¢JILA 3%JaY L4 AaJ 93108 EEC AF $73112900697 OAF ?O?. SE 1/4 OF SW 1/4 LT VLY OF 3LOCK:9024 LAST LEGAL COUTBCE%TER PKVT 3 ALT OF A LN IS 12 3ES 5E COI SO SUBS TM 431.05 fT TO V RSH SOUTHCENTER V M6N 707.86 FT TO TPOB TR SO SUED C TERM SD IN LOT:26-23-04 N 87-45-57 V ALS S LN SO 5U80 PKWY TAN 11-59-33 V ALE SD S 82-18-16 V 680.15 FT TO.W LA • C) OD U C) 04 ��y RPCI 262304306601 ) PACIFIC NORTHVEST'6EOUP A U)5601 6TH AVE S SEATTLE VA LOT:26-23-04 CAN:00000 SUP:0000300 six: 000000 STATUS:ACTIVE 529999 POR SE 1/4 OF SW 1/4 - 850 S_ 10/27/83 COR 5D SUED TN N 87-45-57 V 98103 481.05 FT TO V AGA SOUTHCENTER PARKWAY TN M 11-59-33 M 830.58 3LOCK:9066 LAST LEGAL FT TR COATS ALG SO V MON ON CJRV IS 17 TO ROT RAD 991.37 FT ARC DIST N 01-08-35 E 74.95 FT TO TPO8 TA N 01-03-35 E 12 FT TN S 01-08-35 V 12 FT TN S 01-08-35 V 168 FT AGM SOUTNCENTER PARkVAT TN ALT 227.29 FT THRU :/A 13-03-08 TH TH N 88-51-25 V 69 FT TN N 88-51-25 V 33 FT TH H 88-51-25 V 161 FT TM N 88-51-Z5 E 272.33 FT TO ALG SD V MGM TO POE. 6a PCI 262304912005 PACIFIC NORTHWESTCAN:00030 5601 6T4 AVE S °ROUT A 529999 SEATTLE 1A 99109 LOT:2 623-0A BLOCK:9120 S 11-59-33 E 91.74 N 11-5933 N 261..FT 67FTTTN SOUTNC•.._-- BEARING N SIPA4�ZAY=TR SLY ALE 3A .3 R 04-53-59.TH S 11-59-33 5 105.15 SV 1/4 EsE OR so S TH SOUTHCENTER PARKWAY TN NU 71-59-33 NEN ON A CURVE TO RET RAD 991.37 cHOF 07-12-41 TO TPDO TN 04 01-08-35 E 30.66 FT TN ObSOUTNCENTER SOUTH TN SLY ALS SD W QBEARIN9 N 85-45-26'5 RAD 991.37 0-32-18 TO TPOB 04 04 1.4 CJ OR RPCI 262304713409 PACIFIC NORTHWEST GROUP A 5601 STN AVE S SEATTLE WA L07:26-23-04 3lDCK;9134 N 87-45-57 W 210 FT TH S 87-45-57 E 210 FT TO W MGN E 194..27 FT TO TP08 - AKA PARCEL NO SLA 8-79 RECORDED 7908230752 SOFTOOOCC00 S/P: -OCC000 STATUS:ACTIVE POR SE 1/4 SF 10/27/88 CoR SO SUED TNSA E7-45-57 +4 SE 4-1.05 FT 73 d MON OF SOUTNCEYTE3 PARKWAY TN H 11-59-33 W 725.43 FT TO TPOB TN N 88-25-36 V 66.35 FT TN N 99-25-34 % 115.17 FT TH LAST LESAL ES 31 sn 85-12-11 E 782 FT 73 Y `GY HON ON A CURVE TO LFT CENTER FT ARC DIST 84.78 FT TNR;/ C/A F7 TO TPO3 T65 POR SE 714 OF N 87-45-57 V 481.05 FT TO V MGM W 830.58 FT TN CONTE ALS SO W FT ARC DIST 124.78 FT WO C/A S 86-40-03 N 274.13 FT TH S 88-51-25 E 272.38 FT TO W MSN N5N ALGA CURVE TO LFT CENTER FT ANC DIST 9.31 FT THRU CIA CAN:00000 SUP:0000000 s/N: -500900 STATUS.ACTIWE 5299.99 POR SE 1/4 OF SW.1/4 SEC 26-23-04 10/27/85 8 NE 1/4 OF NW 1/4 OF SEC 35-23-04 - 3E6 NI COR SO NE 7/4 OF NW 7/4 TN N 87-45-57 V 481.05 FT 70 d MGN SOUTNCEYTER PARKWAY S TPOB TN S 11-59-33 E 41.27 FT TN 93108 F, LAST LESAL I5 13 N 11-59-33 d 235.54 FT TN SOUTHCENTER PARKWAY TN S 17-59-33 A OF CITY Of TUKWILA BORT IN AOJ 6b 9PC1 262304913508 PACIFIC 7:ORTkVEST 5001 6TH AVE S SEATTLE WA LOT:26-23-04 CAN:00000 SUP:0000CC0 SIM: -000000 STATUS:ACTIVE GROUP A 529999 POR SE 1/4 OF SW 114 - 803 SE 10/27/33 COR SO SU30 TN N 87-45-57 W 98108 1312.15 FT TO S4 COR SD SUED TN 4 O0 -S0-36 E 819.31 FT TO BLOCK:9135 LAST LEGAL T?03 TM CONTG N 00-50-36 E 140 IS 17 FT TN N 60-27-22 E 49.54 FT TH N 69-14-47 E 50.80 FT TN N 83-54-41 £ 75.43 FT TN RR UHT TH ALS SD C/L ON CURVE E RAD 410.28 FT THRU C/A 5 00-19-15 V 20.71 FT TH LESS E 11 FT. N 76-14-21 E 50.45 FT TN S 89-11-35 E 70.65 FT TO C/L OF TO LFT CENTER BEARING S 66-50-05 22-50-40 ARC DIST 163.58 FT TN S 85-08-34 w 255.03 FT TO TPO3 0) U) LZ1 Cit HRPCI 262304913607 CAN:00000 ~PACIFIC NORTHWEST 610UP A 529999 25601 6TH AVE S SEATTLE VA 98105 SUP:0000000 S/N: -000000 STATUS:ACTIVE ?OR 5E 1/4 OF SW 1/4 - 3E5 SE 10/27/83 CON SD 5030 TH N 57-45-57 7 1312.15 FT TO SW CON SO SUB. B T?08 TM N 00-50-36 E 319.01 FT TN N 85-03-34 E 255.03 FT TO C/L IS 31 OF RR ESYT TN SLY ALG SD O/L TO LOT:26-23-04 3LOCK:9136 LAST LEGAL SLY BORT SD SUED TN VLY ALG SD POR LY SLY OF P/L ESXT TOW FOR SU80 TH N 87-45-57 V 1312.15 FT 959.01 FT TO TP08 TN N 60-27-22 TN Y 76-14-21 E 50.45 FT TN.S 89-11-35 E 70.65 FT TO C/L C/L TAP S 12-28-30 E 33.38 FT & S 01-41-39 V 54.76 FT FR A PT S NLY MGH OF SE 1/4 OF SV 1/4 TN N 04-34-26 W 50.16 FT TN OF SE 1/4 OF SW 1/4 TN VLY ALS OF SW 1/4 TN SLY ALS VLY MGN FR C/L SD OR SORT SLY SORT TO TPO3 LESS E 11FT LESS SE 1/4 OF S% 1/4 - SEG SE COR SO TO SW COR S9 SU30 TH H 00-50-36 E A 49.54 FT TH N 69-14-47 E 50.80 FT TN H 33-54-41 E 75.43 FT OF RR ESMT TH SLY & ELY. ALS SO S 04-34-26 E 50.16 FT 8 280 FT FA C/L SOUTHCENTER PARKWAY N 12-28-30 V 33.38 FT TN N 01-41-39 E 54.76 FT TO NLT N6N SD NLY MGN TO NW COR OF 30 1/4 SO SUSD TO TPOB LESS NrLT 11 FT 6c 8912290859 SUBJECT TO: 1. Lien :or general taxes not yet due or payable. 2. AN UNRECOR^ED LEASE affecting the premises herein stated, to the lessee Perein named, for the term and upon the terms, Covenants and coed`tions therein provided. Dated Lessee Term Disclosed by Affects 3.-7. Intentionally 8. AGREEMENT executed conditions therein p Between Dated Recorded Auditor's File No.: Providing MARCH 14, I978 THE BOEING COMPANY, DELAWARE CORPORATION 10 YEARS WITH OPTIONS TO EXTEND PROVIDED TO TICOR OFFICE BUILDING AND 1,100 PARKING SPACES Omitted. AFFECTS A ?CATION OF by and between the parties herein named upon the rovided. CITY OF TUK'JILA AND STANLEY N. XASPERSCN, TRUSTEE JULY 21, 1969 AUGUST 28, 1969 6557642 COVENANTS, CONDITIONS OR RESTRICTIONS IMPOSE)ON THE PROPERTY HEREIN DESCRIBED IN CONNECTION WITH THE PETITION TO REZONE PROPERTY HEREIN OESCR:SED AND OTHER ADJOINING PROPERTY INTO M -i CLASSIFICATION SAID PREMISES AND OTHER LANDS 9. HOLD HARMLESS AGREEMENT DATED NOVEMBER 2K, 1980, BETWEEN JACK A. SE:IARCI A COMPANY AND THE CITY OF TUK'AIL. RECIRDEJ DECEMBER 9, 1910 UNDER AUDITOR'S FILE NO. 801209C475. IN siICM SAID CC'PFANY AGREES Ti? 3CL55 7S1 CITY HARMLESS,AGAINST ANY CLAIM FOR DAMAGES ARISING OUT OF THE F.:L?RE OF A PROPOSED BACK FLOW PRO71CT1ON VALVE AND RESERVOIR INSTALLED 3Y SAM COMPANY IN THE BASEMENT OF INE PARKWAY PLAZA BUILDING AGAINST FATCRE BACKUP ANC FLOWING CAUSED 3Y SEWER MAID CN ADJOINING PROPERTIES, TO THE RECORD OF WHICH REFTRENCE :5 HEREBY MAZE FCR FULL PARTICULARS. 10. AGREEMENT executed by arc+ et•,+een parties herein named ottr. :he conditions therein provided.• Between . TLE CITY OF TUKW'ILA, A MUNICIPAL CDRPOP.I CN AND JACK A. 5ENARO'' C:MP N , A WASHING CD CIRPC7ATI2u Dated : DECEMBER19=2 Recor"_ . JANUARY 21,II? II. Audi:; -'s F...' No.: Provc rg ?NCPERTY USE AND ✓t'IE' ^=ME'T ACRE:Mc TO REC C OF WHiC' Rc-_.._. C_ :S HED__. MAD_ Fa FULL PART EULARS. AN EASEMENT 'A'!.7 prvisisns, r_r:iacns and covenants as eey he set '_r:h there'... For : E'STIM .:LYE ;13 .,.T.. E_ Is .r of ST;.TE IF wA S -..,,.T_., Reflec:ec o' record Sy ins:r:rec: Audit_—', _ Na.. ._ iC5 • • - i Affects : THAT PORTION 3ORDERING THE 30UNCARY LINE CCMMON TO SAID SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, AND SAID SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON: TO THE RECORD OF WHICH REFERENCE IS HERESY MADE FOR FULL PARTICULARS. 12. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : CONSTRUCTING AND MAINTAINING DRAINAGE EASEMENT SLOPES IN EXCAVATION AND/OR EMBANKMENT In favor of : STATE OF WASHINGTON Reflected of record by instrument Auditor's File No.: 6240704, 6240705 AND 6233537 Affects : PORTION 8G8OERING 'THE BOUNDARY LINE COMMI3N TO SAID C1 SECTION 35. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., 1/ IN KING COUNTY, WASHINGTON AND SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, 0 WASHINGTON, TO THE RECORD OF WHICH REFERENCE IS HERESY MADE FOR FULL PARTICULARS. 04 13. AN EASEMENT with provisions, conditions and covenants as may be set forth Cr) therein. OD For : A PERPETUAL RIGHT-OF-WAY OR EASEMENT FOR UTILITY MAINS AND LINES, TOGETHER WITH THE NECESSARY APPURTENANCES THERETO In favor of : CITY OF TUKWILA Reflected of record by instrument Auditor's File No.: 5343866, 6343880, 5343882, 6343881 AND 6343878 Affects : A 15 FOOT WIDE STRIP DESCRIBED AS THE WESTERLY 15 FEET OF THE EASTERLY 21 FEET AS MEASURED AT RIGHT ANGLES TO SOUTHCENTER PARKWAY, TO THE RECORD OF WHICH REFERENCE IS 4ERE39 MADE FOR FU:. 'ARTICULARE. 14. . AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : RAILROAD LEAD TRACK • Reflected of record by instrument Auditor's File No.: •6643574 Affects : THAT PORTION LYING WITHIN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.A., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 19 FEET IN WIDTH HAVING 9.5 FEET OF SAID WIDTH ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTET OF THE NORTHWEST QUARTER; THENCE NORTH 81°45'S7" WEST ALONG THE NCRTH LINE iHE9E0F, 8 1,121.44 = ET TO THE POINT OF BEGINNING; THENCE SOUTH 16°'_8'S6' WEST 54.92 FEET TO A POINT OF CURVE; THENCE ALONG SAID CURVE 70 THE LEFT HAVING A RADIUS OF 410.29 FEET THROUGH A CENTRAL ANGLE OF 57°30'39" AN ARC DISTANCE OF 411.82 FEET TO THE TERMINUS OF THIS EASEMENT I5. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : SANITARY SEWER Reflected of record by instrument Auditor's File No.: 6680144 AND 6680143 16. AN EASEMENT with provisions, conditions and covenants as may be set forth OD therein. C) For : INGRESS, EGRESS AND UTILITIES, INCLUDING, BUT NOT Cr) LIMITED TO STORM. DRAINAGE, SANITARY SEWER AND 04 DOMESTIC WATER TO SERVE PROPERTY ADJOINING AND Int WESTERLY OF THE ABOVE DESCRIBED PROPERTY v4 In favor of : HAROLD R. IVERSON AND MARION E. IIERSON, HIS WIFE Reflected of record by instrument Recorded : JANUARY 5. 1977 Auditor's File No.: 7701050686 AND 7701050685 Affects : THE NORTHERLY 15 FEET OF THAT PORTION LYING WITHIN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON AND SOUTHERLY 15 FEET OF THAT PORTION LYING WITHIN SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON 17. AN EASEHEYT with provisions, conditions and covenants as may be set forth therein. For : STORM SEWER In favor of : THE CITY OF TUKWILA, WASHINGTON,' A MUNICIPAL CORPORATION Reflected .0 record by instrument Recorded : MARCH 22, 1977 Auditor's File No.: 7703220817 Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.M., IN KING COUNTY, WASHINGTON, LYING WEST OF SOUTHCENTER PARKWAY (ALSO KNOWN AS 57TH AVENUE SOUTH); SAID EASEMENT SHALL BE OVER A STRIP OF LAND 20 FEET WIDE. LYING WITHIN THE ABOVE DESCRIBED PARCEL, THE CENTERLINE BEING DESCRIBED AS FOLLOWS: 9 COMMENCING AT THE SOUTHEAST CORNER OF SATO SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87°45'57' WEST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 1,019.88 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 42°45'54' WEST 90.00 FEET; THENCE NORTH 21°30'00' EAST, 179.43 FEET; THENCE NORTH 00°19'1S° EAST, 074.23 FEET; THENCE NORTH 60°0O'00° 'WEST, 95.71 FEET; THENCE SOUTH 81°30'00' WEST, 205.00 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SAID SUBDIVISION AND THERE TERMINATING, THE SIDE LINES OF SAID STRIP BEING PROLONGED OR SHORTENED TO TERMINATE AT THE BOUNDARY OF THE ABOVE DESCRIBED PROPERTY. AND SAID EASEMENT SHALL ALSO BE OVER THAT PORTION OF SAID PARCEL, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, THENCE NORTH 0°56'36° EAST ALONG THE WEST LINE OF CR SAID SUBDIVISION A DISTANCE OF 799.0 FEET TO THE yl TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINEE A DISTANCE OF 50.00 FEET; THENCE p SOUTH 89°03'24° EAST, AT RIGHT ANGLES TO SAID WEST C1 LINE, A DISTANCE Of 20.00 FEET; THENCE SOUTH 04 00°56'36° WEST, PARALLEL WITH SAID WEST LINE, A H DISTANCE OF 50.00 FEET; THENCE NORTH 89°03'24" WEST, 20.00 FEET TO THE WEST LINE OF SAID SUBDIVISION AND OR THE TRUE POINT OF BEGINNING. 18. AN EASEMENT with provisions, conditions and covenants as may be sat forth therein. For : UNDERGROUND WATER LINE OR LINES In favor of : CITY OF TUKWILA, A MUNICIPAL CORPORATION Reflected of record by instrument Recorded : MARCH 22, 1977 Auditor's File No.: 7703220818 Affects . THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF. SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH HAVING 5 FEET OF SAID WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87°45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE 'WEST MARGIN OF SOUTHCENTER PARKWAY; 10 THENCE NORTH 11°59'33' WEST ALONG SAID WEST MARGIN A DISTANCE OF 419.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78°00'27' WEST A DISTANCE OF 50.00 FEET; THENCE NORTH 11°59'33' WEST A DISTANCE OF 160.00 FEET; THENCE SOUTH 78°00'27' WEST A DISTANCE OF 190.00 FEET; THENCE NORTH 11°59'33' WEST A DISTANCE OF 160.00 FEET; THENCE NORTH 01°29'24' EAST A DISTANCE OF 202.78 0, FEET; 111 THENCE NORTH 43'51'25' WEST A DISTANCE OF 102.00 GO FEET; O THENCE NORTH O1°08'35' EAST A DISTANCE OF 178.50 NFEET TO THE TERMINUS OF THIS EASEMENT. CI19. AH EASEMENT with provisions, conditions and covenants as may be set forth CD therein. JO For : UNDERGROUND STORM LINE OR LINES In favor of : CITY OF TUKWILA, A MUNICIPAL CORPORATION Reflected of record by instrument Recorded : MARCH 22, 1977 Auditor's File No.: 7703220819 Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N.IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH, HAVING 5 FEET OF SAID WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87°45'57' WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 1.312.15 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 00°56'36" EAST A DISTANCE OF 819.01 FEET; THENCE NORTH 85°08'34" EAST A DISTANCE OF 160.64 FEET; THENCE NORTH 40°10'04" EAST A DISTANCE OF 10 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 54°56'50' EAST A DISTANCE OF 87.3I FEET; 77 S9/2290859 THENCE SOUTH 89°.10'45" EAST A DISTANCE OF 32.00 FEET; THENCE SOUTH 72°56'37° EAST A DISTANCE OF 77.85 FEE,; THENCE SOUTH 67°41'17° EAST A DISTANCE OF 125.35 FEET; THENCE NORTH BS'12'11° EAST A DISTANCE OF 114.85 FEET TA THE WEST MARGIN OF SOUTHCENTER PARKWAY AND THE TRUE POINT OF BEGINNING. SAID INSTRUMENT CONTAINS THE FOLLOWING RECITAL: GRANTOR ACKNOWLEDGES THAT SAID STORM LINE OR LINES MAY AFFECT THE NATURAL DRAINAGE FLOW ACROSS PROPERTY OWNED BY GRANTOR ADJOINING THE EASEMENT AND RIGHT-OF-WAY AND RELEASES GRANTEE FROM ANY AND ALL DAMAGE THAT MAY BE CAUSED BY SAID DRAINAGE FLOW. 20. AN EASEMENT with provisions, conditions and covenants as may be set forth. therein. For : THE CONSTRUCTION, MAINTENANCE AND OPERATION OF A LEAD TRACK In favor of : THE CHICAGO. MILWAUKEE. ST. PAUL AND PACIFIC RAILROAD COMPANY, A WISCONSIN CORPORATION, THE OREGON WASHINGTON RAILROAD AND NAVIGATION COMPANY, AR OREGON CORPORATION, AND ITS LESSEE, UNION PACIFIC RAILROAD COMPANY, A UTAH CORPORATION Reflected of record by Instrument Recorded : NOVEMBER 9, 1977 Auditor's File No.: 7711090221 Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SEECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 22 FEET IN WIDTH HAYING 11 FEET OF SAID WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER CF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26: THENCE NORTH 87°45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 1,121.44 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 15'18'55" EAST A DISTANCE OF 82.00 FEET TO A POINT HEREINAFTER REFERRER TO AS POINT 'A"; TOGETHER WITH A STRIP DY LAND 36 FEET IH WIDTH HAYING II FEET OF SAID WIDTH ON THE WEST SIDE AND 25 FEET OF SAID WIDTH ON THE EAST SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: 12 I 8922290859 21. AN EASEMENT with therein. For In favor of BEGINNING AT THE AFDRE.MENT:ONEO POINT ; THENCE CONTINUING NORTH 16'18 E_5' EASTA DISTANCE OF 82.16 FEET; THENCE ALONG A CURVE TO THE LEFT HAYING A RADIUS OF 661.74 FEET, AN ARC DISTANCE OF 184.73 FEET THROUGH A CENTRAL ANGLE OF 15'59'40°; THENCE NORTH 00°19'15' EAST A DISTANCE OF 349.93 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT 'B"; TOGETHER WITH A STRIP OF LAND 22 FEET IN WIDTH HAVING 11 FEET OF SAID WIDTH ON THE WEST SIDE AND 11 FEET OF SAID WIDTH ON THE EAST SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE AFOREMENTIONED POINT '8°; THENCE CONTINUING NORTH 00°19'15° EAST A DISTANCE OF 179.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT TOGETHER WITH A STRIP OF LAND'22 FEET IN WIDTH HAVING 11 FEET OF SAID WIDTH ON THE NORTHWEST SIDE AND 11 FEET OF SAID WIDTH ON THE SOUTHEAST SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE AFOREMENTIONED POINT 'C°; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS Of 410.28 FEET AN ARC DISTANCE OF 607.25 FEET THROUGH A CENTRAL ANGLE OF 84°48'12' TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AND THE TERMINUS OF THIS EASEMENT. provisions, conditions and covenants as may be set forth Reflected of recor Recorded Auditor's File No. Affects : COMMON DRIVEWAY : AMERICAN NATIONAL INSURANCE COMPANY, A TEXAS CORPORATION d by instrument : MAY 12, 1978 7805120170 THAT PORTION LYING WITHIN THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 87°15'57" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; 13 8912290859 THENCE SOUTH 1:°59'33' EAST ALONG SAID WESTERLY MARGIN A DISTANCE OF 41.27 FEET TO A POINT OF INTERSECTION OF SAID WESTERLY MARGIN WITH THE NORTHERLY BOUNDARY OF THAT CERTAIN TRACT OF LAND CONVEYED 8Y THE MC CANN DEVELOPMENT CORP. TO AMERICAN NATIONAL INSURANCE COMPANY BY STATUTORY WARRANTY DEED RECORDED OCTOBER 16, 1970, UNDER AUDITOR'S FILE NO. 6704630 IN THE RECORDS OF KING COUNTY, WASHINGTON, WHICH POINT IS THE NORTHEAST CORNER OF SAID TRACT AND THE TRUE POINT OF BEGINNING; THENCE SOUTH I1°59'33° EAST ALONG SAID WESTERLY MARGIN A DISTANCE OF 25.79 FEET; THENCE NORTH 87°45'57° WEST PARALLEL WITH AND 25.00 FEET SOUTH, MEASURED AT RIGHT ANGLES OF THE NORTHERLY BOUNDARY OF SAID TRACT OF LAND, A DISTANCE OF 284.09 FEET; THENCE NORTH 42°30'27" EAST A DISTANCE OF 65.45 FEET TO A POINT WHICH I5 25.00 FEET NORTH, MEASURED AT RIGHT ANGLES, OF THE NORTHERLY BOUNDARY OF SAID TRACT OF LAND; THENCE SOUTH 87°45'57" EAST PARALLEL WITH AND 25.00 FEET NORTH, MEASURED AT RIGHT ANGLES, OF THE NORTHERLY BOUNDARY OF SAID TRACT OF LAND, A DISTANCE OF 174.13 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 11°59'33" EAST ALONG SAID WESTERLY • MARGIN A DISTANCE OF 25.79 FEET TO THE TRUE POINT OF BEGINNING. 22. AN EASEMENT with provisions, conditions and covenants as may be set forth therein: For : UNDERGROUND UTILITY PURPOSES, INCLUDING THE INSTALLATION, MAINTENANCE AND REPAIR OF SANITARY SEWER LINES AND APPURTENANCES THERETO Reflected of record by instrument Recorded : NOVEMBER 20, 1979 Auditor's File No.: 7911200472 Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH, HAVING 5 F=ET OF SAID WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: 14 BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87°45'57' WEST ALONG THE 50UTd LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 1,153.39 FEET; THENCE NORTH 16'18'55' EAST A DISTANCE OF 194.99 FEET; THENCE NORTH 35°19'33' EAST A DISTANCE OF 127.49 FEET; THENCE NORTH 04°34'07' EAST .A DISTANCE OF 279.94 FEET; THENCE NORTH 04°45'09" EAST A DISTANCE OF 345.42 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 49°45'05" WEST A DISTANCE GF 14.00 FEET; THENCE NORTH 12°33'41' EAST A DISTANCE OF 178.15 FEET; OF) THENCE SOUTH 88°51'25" EAST A DISTANCE OF 64.00 FEET TO THE TERMINUS OF THIS EASEMENT. OD 0 23. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : WATER LINE Reflected of record by instrument Recorded : JUNE 25, 1980 OD Auditor's File No.: 8006250222 Vl! Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH, HAYING 5 FEET OF SAID WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE NORTH 87°45'57' WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 485.01 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NO. 6343848; THENCE NORTH 11°59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 419.58 FEET; THENCE SOUTH 78°00'27' WEST A DISTANCE OF 50.00 FEET; THENCE NORTH 11°59'33" WEST A DISTANCE OF 160.00 FEET; THENCE SOUTH 79°00'27' WEST A DISTANCE OF 190.00 FEET; THENCE NORTH 11°59'33' WEST A DISTANCE OF 160.00 FEET; THENCE NORTH 01°29'24" EAST A DISTANCE OF 154.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 68°30'52" EAST A DISTANCE OF 32.45 FEET ANO THE TERMINUS OF THIS EASEMENT. 15 8912290859 24. AN EASEMENT with provisions, condition; and c;venants as may be set forth therein. For : SANITARY SEWER Reflected of record by instrument Recorded : JUNE 25, 198C Auditor's File No.: 8006250223 Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TO6T1SHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH, HAVING 5 FEET OF SAID WIDTH OM EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER Of THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE NORTH 87°45'57° WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 1,153.39 FEET; THENCE NORTH 16°18'55" EAST A DISTANCE OF 194.99 FEET; THENCE NORTH 35°19'33' EAST A DISTANCE OF 127.49 FEET; THENCE NORTH 04°34'07" EAST A DISTANCE OF 279.94 FEET; THENCE NORTH 04°45'09° EAST A DISTANCE OF 345.42 FEET TO A MANHOLE AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 45°19'08' EAST A DISTANCE OF 158.87 FEET; THENCE SOUTH 62°52'32' EAST A DISTANCE OF 28.40 FEET TO THE TERMINUS OF THIS EASEMENT. 25. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : WATER LINE In favor of : THE CITY OF TUKWILA, A MUNICIPAL CORPORATION OF K:NG COUNTY, STATE OF WASHINGTON Reflected of record by instrument Recorded : AUGUST 7, 1980 Auditor's File No.: 8008070421 Affects : THAT PORTION OF THE SOUTHEAST QUARTER QF THE ' SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, N.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87°45'47" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTH 11°59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 57.53 FE:"; THENCE SOUTH 78°00'27' WEST ALONG SAID WEST MARGi'I A DISTANCE OF 235 FEET TO THE TRUE ?DINT OF MIMING; THENCE SOUTH 11°59'33" EAST A OISTANCZ OF 127.30 16 dP FEET; THENCE SOUTH 78°40'27' WEST A DISTANCE OF 20.00 FEET; THENCE NORTH I1°59'33° WEST A DISTANCE OF 180.50 FEET; THENCE SOUTH 78°00'27" WEST A DISTANCE OF 14.00 FEET; THENCE SOUTH 47°06'15" WEST A DISTANCE OF 112.50 FEET; THENCE NORTH 42°53'45° WEST A DISTANCE OF 15.00 FEET; THENCE NORTH 47°06'15" EAST A DISTANCE OF 157.79 FEET; THENCE NORTH 78°00'27" EAST A DISTANCE OF 10.00 FEET; THENCE SOUTH 11°59'33° EAST A OISTANCE OF 79.36 FEET; THENCE NORTH 78°O0'27" EAST A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING. 26. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : UNDERGROUND ELECTRIC SYSTEM In favor of : PUGET SOC:TO POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION Reflected of record by instrument Recorded NOVEMBER 26, 1980 Auditor's File No.: 8011260890 Affects : A RIGHT-OF-WAY 10 FEET IN WIDTH HAYING 5 FEET OF SUCH WIDTH ON EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: S912290859 BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE NORTH 87°45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 48I.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE 1(05. 6343862, 6343863, 6343865, 6343867 AND 6243868; THENCE NORTH 11°59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 155.59 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED CENTERLINE; THENCE SOUTH 83°24'57" WEST A DISTANCE OF 26.11 FEET; THENCE NORTH 84°26'53" WEST A DISTANCE OF 57,75 FEET; THENCE NORTH 87°59'18" WEST A DISTANCE OF 52.90 FEET; THENCE NORTH 83°51'08" WEST A DISTANCE OF 36.38 FEET; THENCE NORTH 87°40'03" WEST A DISTANCE OF 35.31 FEET; THENCE NORTH 87°44'53" WEST A DISTANCE OF 25.57 FEET; 17 8912290859 THENCE NCR,H 88°56'23" WEST A DISTANCE OF 113.62 FEET; THENCE SOUTH 85'28'57' WEST A DISTANCE OF 79.97 FEET: THENCE NORTH 75'10'23' WEST A DISTANCE OF 66.40 FEET; THENCE NORTH 00°45'33' WEST A DISTANCE OF 31.08 FEET: THENCE NORTH 11°26'18' WEST A DISTANCE OF 13.76 FEET; THENCE NORTH 03°58'03" WEST A DISTANCE OF 38.75 FEET; THENCE NORTH 06°56.32' EAST A DISTANCE OF 40.48 FEET; THENCE NORTH 22°03'12" EAST A DISTANCE OF 7.32 FEET; THENCE NORTH 05°07'52" EAST A DISTANCE OF 9.18 FEET; THENCE NORTH 61°50'22' EAST A DISTANCE OF 4.50 FEET; THENCE EAST A DISTANCE OF 10.00 FEET TO THE TERMINUS OF SAID CENTERLINE. 27. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. For : WATER LINE In favor of : CITY OF TUKWILA, A MUNICIPAL CORPORATION OF KING COUNTY, STATE OF WASHINGTON Reflected of record by instrument Recorded : DECEMBER Ii, 1980 Auditor's File No.: 8012110210 Affects : THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 BORTH, FAME 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10 FEET IN WIDTH, HAYING 5 FEET OF SAID 4IDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87.45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST AARON OF SOUT7CENTER PNRKAAY AS ESTABLISHED IN KING COUNTY AUDITCR'S FILE NOS. 6343862, 6343063, 63438E5, 6343867 AND 6343868; 18 S912290859 THENCE 50UTH 11"59'ET" EAST ALONG SADA WEST MARGIN A DISTANCE OF 41.27 FEET; THENCE NORTH 87.45'57" WEST A DISTANCE OF 210.00 FEET; THENCE NORTH 11°59'33" WEST A DISTANCE OF 164.74 FEET; THENCE SOUTH 78°00'27' WEST A DISTANCE OF 3.73 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 12°17'02" WEST A DISTANCE OF 86.41 FEET ; THENCE NORTH 1113'57" WEST A DISTANCE OF 77.50 FEET; THENCE NORTH 09°05'47' WEST A DISTANCE OF 68.22 FEET; THENCE NORTH 02°49'07' WEST A DISTANCE OF 37.65 FEET; THENCE NORTH 13°21'22` WEST A DISTANCE OF 36.41 FEET; THENCE SOUTH 71°15'18' WEST A DISTANCE OF 39 FEET MORE OR LESS TO THE EAST LINE OF THAT CERTAIN WATER LINE EASEMENT DESCRIBED UNDER KING COUNTY RECEIVING NO. 600807042/ AND THE TERMINUS OF THIS EASEMENT. TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION Z5; THENCE NORTH 87°45'57' WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOJTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE HIS. 6343862, 6343863, 6343865, 6343867 AND 6343868; THENCE SOUTH 11°59'33" EAST ALONG SAID WEST MARGIN A DISTANCE OF 41.27 FEET; THENCE NORTH 87°45'57" WEST A DISTANCE CF 210.00 FEET; THENCE NORTH 11°59'33" WEST A DISTANCE CF 57.80 FEET TO THE TRUE POINT OF 3E;iNNING; THENCE CONT:NUING NORTH 11°59'33" WEST 0 S-ANCE OF 177.74 FEET; 19 THENCE SOUTH BT°45—E74 EAST A DISTANCE OF 10.32 FEET: THENCE SCUTS 1i°59'33" EAST O DISTANCE OF 177.74 FEET; THENCE NORTH 87°49'57' WEST A DISTANCE OF 10.32 FEET TO THE TRUE POINT OF BEGINNING. 28. AN EASEMENT with provisions, conditions and covenants as may be set forth therein. . For : UNDERGROUND ELECTRIC TRANSMISSION AND/OR °', DISTRIBUTION SYSTEM N In favor of : PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON OD CORPORATION C) Reflected of record by instrument Recorded : NOVEMBER 29, 1584 • C1} Auditor's File No.: 8411290970 N Affects : THE EASTERLY 15 FEET OF SAID PREMISES AND OTHER PORTIONS OF SAID PREMISES A EASEMENTS FOR INGRESS AND EGRESS OVER PORTION OF SAID PREMISES AS REFL:::ou OF RECORD BY INSTRUMENT RECORDED OCTOBER 2°, 1983 UNDER AUDITOR'S FILE NO. 8310240681, TO THE RECORD OF WHICH REFERENCE IS HEREBY MADE FOR FULL PARTICULARS. 30. COVENANT to bear equal share of the cost of the constroctfon, maintenance or repair of the improvement herein described Recorded : MAY 12, 1978 Auditor's Fi7e No.: 7809125170 Improvement : COMMON DRIVEWAY Loc_t: r . AS DESCRIBED THEREIN 10 8912290859 This Special Warranty Deed, Assignment of Rights and Ansignasnt of Lessor's Interest in Lease say be signed in any number of counterparts, all of which together shall be deemed to be one and the same document. Dated: December 29, 1989 STATE OF CALIP.ORNIA ) )ss. COUNTY OF SACRAMENTO) PACIFIC NORTHWEST GROUP A By: CALIFORNIA STATE TEACHERS' RETIREMENT SYSTEM, Joint Wen By: CALIFORNIA STATE PUBLIC EMPLOYEES' RETIREMENT SYSTEM, Joint Venturer By: Its: By: CROW -S -H 1118, Joint Venturer By: Its: onthis day of .Ler..,,' L'rr' , in the year 1989, before me, l �5_[._ i e t ny h1 O.4 �- , a notary public in and for said county and stets, personally appeared 14 e i' Mc r ma n personally known to ma (or proved to me on the basis of satisfactory evidence) to rthe person who executed this instrument as 014 le{ F ifr i1JF Y lC: of CALIFORNIA STATE TEACHERS' RETIREXBNT SYSTEM, and a owledged to me that said public agency executed it. WITNESS my hand and official seal. Notary Public :,n and for the State of California 21 8912290859 This Special Warranty Deed, Assignment of Rights and Assignment of Lessor's Interest in Lease may be signed in any number of counterparts, all of which together shall be deemed to be one and the name document. Dated: December 29. 1989 PACIFIC NORTHWEST GROUP A By: CALIFORNIA STATE TEACHERS' RETIREMENT SYSTEM, Joint PUBLIC acncr acrmoYumamsot pmt Pf%-INV-N-16 SPECIAL (Rev. 6/87) State of California County of Sacramento SS. On DerombEr 21, 178.+ , before me, the undersigned, a Notary Public in and for saiu State, personally appeared Fehr personally kno n to oe (or proved to me on the basis of satisfactory evidence) to be the tiJrt uage inveSr:nont (title of officer of agency) of State of California. Public Enolovees' Retirement System and acknowledged to me that such State of (name of public corporation, agency or political subdivision) (same of California. Public Employees' Retirement System executed the sax. public corporation, agency. or political subdivision) WITNESS my hand and official seal: (SEA:.) JRALYN FLORES E NOTARY etIamr - CALsdbaA SAaJoete:O COUN,Y .tr CAmanklion Lob,..Dee. ]. 1901 TEACHERS' RETIREMENT SYSTEM, and acknowledged to me that said public agency executed it. WITNESS my hand and official seal. Notary Public in and for the State of California 21 i This Special Warranty Deed, Assignment of Rights and Assignment of Lessor's Interest in Lease may be signed in any number of counterparts, all of which together shall be deemed to be ons and the same document. Dated: December 29. 1989 PACIFIC NORTHWEST GROUP A By: CALIFORNIA STATE TEACHERS' RETIREMENT SYSTEM, Joint Venturer By: Its: By: CALIFORNIA STATE PUBLIC EMPLOYEES' RETIREMEENT SYSTEM, Joint Venturer By: STATE OF CALIFORNIA ) ) S9. COUNTY OP SACRAMENTO) Y By: Its: •-• CROW -S -H #118, Joint Venturer By: Its: On this day of , in the year 1989, before me, , a notary public in and for said county and state, personally appeared , personally known to me (or proved to me on the basis of satisfactory evidence) tobe,the person who executed this instrument as of CALIFORNIA STATE TEACHERS' RETIREMENT SYSTEM, and acknowledged to me that said public agency executed it. WITNESS my hand and official seal. Notary Public in and for the State of California 2: 12 : This Sc. '1 er• Azsignment of Lesscl.,6 nuober of counterracte, all be one and the same de,ur. Dated: December 29. 1989 STATE Or CALIFORNIA ) ) ss. COUNTY or SACRAMENTO; On this Cay Cr . in the year 1989, before 1116, ;C • . counfy. personally knoun to mit Basle of EiaTifactcvy this inc,trument 25 _ TEACHERS' RET:i.WaAr public agerv:y sxed it. WITNESS ry S912290859 STATE OF CALIFORNIA ) 55. COUNTY OF SACRAMENTO) On this day of , in the year 1989, before me, , a notary public in and for said county and state, personally appeared , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument as of .STATE OF CALIFORNIA PUBLIC EMPLOYEES' RETIREMENT SYSTEM, and acknowledged to me that said public agency executed it. WITNESS my hand and official seal. Notary Public in and for the State of California STATE OF WASHINGTON ) ) 55. COUNTY OF KING On this day personally appeared before me f,.J .. F.,., to me known to be the individual(k) described in and' who executed the within and foregoing instrument, and acknowledged that J,, signed the same as ./..:... free and voluntary act and deed, for the uses and purposes therein mentioned. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED this 1o' day of , 1969. NOTARY PUBLIC in and for the State of Washington, residing My Commission Expires: f140 22 9507210283 • • AMENDMENT OF EASEMENT July THIS AMENDMENT OF EASEMENT (-Amendment') is entered into this day of • , 1995, by and between PACIFIC NORTHWEST GROUP A. a joint venture consisting of State of California Public Employees' Retirement System and California State Teachers' Retirement System (RNGA), and P-3/PARKWAY LLC., a Washington limited liability company (71-3'). RECITALS A. By that certain Special Warranty Deed, Assignment of Rights and Assignment of Lessor's Interest in Lease dated December 29, 1989, and recorded under King County Auditor's File No. 8912293E.3 (the 'Special Warranty Deed'). PNGAcooveyed certain real property to Shidler/West Finance Partners III Limited Partnership ('ShiderlWest'), reserving unto itself an ingress/egress easement over the real property legally described on jxbibit A attached hereto and incorporated herein by this reference (the "Easement"; and S. P-3 has succeeded to the interest of Shidler!Wat under. the Special Warranty Deed; and C. The parties hereby desire to amend the location of the Easement. NOW, THEREFORE, in consideration of the mutual promises contained herein and other valuable consideration. the receipt of which is hereby acknowledged, the parties herc:o agree as follows: AGREEMENT i. The legal description of the Easement shall be and hereby is amended to read as set forth in Exhibit S attached hereto and incorporated herein by this reference, as shown on Cyt attached hereto and incorporated herein by this refinennce. 2. Except as modified by paragraph 1 above, all of the rights and interests deeded, granted assigned and reserved under the Special Warranty Deed remain in full force and effect. 3. This Amendment may be signed in any number of counterparts, all of which together shall be deemed to be nae and the same document. IDI WI NESS WHEREOF, the patties hereto have executed this Amendment of Easement on the day and year fust above minas eeacRtwdrfAAMCCIIe PACQIC NORTHWEST GROUP A, a Cafhemia joist velum B STALE OF CAL41DRNIA PUBLIC EMPLOYEES RETIREMENT SYSTEM. Joint Venturer -1- ii B 8 B R B R B RECEIVED MAR 16 2018 TUKWILA PUBLIC WORKS iRECEIVED CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER CpRRECTION LTR# ; 41010911, • Aff • • CALIFORNIA STATE TEACHERS' RETIREMENT SYSTEM, Joint Venturer P-3/PARKWAY LLC., a Washington limlted liability company .te,749.1 41 0 State at California ss. County of Sacramento ) On 91 995 , before me, Coollawson. Noma Wit , personally appeared Roger Prenz personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within Instrument and acknowledged to me that he executed the same In his alhortzed capacity, and that by his signature on the instrument the person, or the way on behalf of which the person acted, executed the instrument. %%MESS rny hand and official seal: mt,SIIaY i • • STATE OF )ss. COUNTY OF4/1a,+rsa.S ) I certify that I know or have satisfactory evidence that //e e4 t/ 0 ac4 is the person who appeared before me. and said person acknowledged that £*i , signed this instrument. on oath stated that _cat was authorized to execute the instrument and acknowledged it as the eLea of CALIFORNIA STATE TEACHERS' RETIREMENT SYSTEM to be a free and voluntary act of such joint venturer for the uses and purposes mentioned in this instrument. DATED: 7/7195 • " saaavc►Ius CCIIK •MUM I slaam twsao—Qdrwm V•�/ tvteIWtaato Mari wCo nl.6oa.art w. ww mac (s gh4s, , f. M,ici E. /%h/es (Please pant name legibly) NOTARY JUBLIC in and for the State of ekhAttitint residing at 7“7 Akan alt/451144proga' My commission expires 41A fig -4• • • • • STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that MICHAEL SANDORFFY is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Manager of P- 3/PARKWAY LLC. to be the free and voluntary actof such party for the uses and purposes mentioned in the instrument. DATED: I ViOJaGWYIMODCti (Please print name le'bh) NOTARY PUBLIC in and for the StateQf Washing'-. residing at 'K�u, My commission expl.es 21414q -S - • • • • EXBOBIT A TO AMENDMENT OP EASEMENT e�CDcaiption of Easement in Special Warranty Deed Easement for ingress and egress described as follows: Beginning at the northeast corner of the northeast quarter of the northwest quarter of Section 35, Township 23 North, Range 4 East, W.M., in the City of Tukwila, County of King, State of Washington; Thence N 87°45'57' W along the north line of said northeast quarter of the northwest quarter a distance of 481.05 feet to the west margin of Southcenter Parkway as CO ettablhhed in King Comity Auditor's File No, 6343848; Thence S k 1 °59'33' E along said west margin a distance of 41.27 feet; Then= N 87°45'57' W a datance of 210.00 feet to the true point of beginning Thence continuing N 87°45'3? W a distance of 19.11 feet; Thence S 42°3071 W a distance of 26.38 fees; i0 Thence N 1119'33' W a distance of 336.32 feet; Thence N 02°140.3' E a distance of 108.30 feet; Thence N 113933' W a distance of 519.86 feet; Thence N :88'81'28 W a distance of 15231 feet to the centerline of a railroad easement as described under King County Receiving No. 7711090221; Thence northerly along said centerline on a ensue to the right, the center of which bears S 89x05'19' E having a radius of 410.28 feet, an arc distance of 24.01 feet through a central angle of O3'1'11'; Thence leaving said centetiine of the railroad easement S 88°5125' E a distance of 78.65 feet; Thence N 813835' E a distance of 19166 feet; Thence S 88'51'25' E a distance of 20.00 feet; Thence S 0138'35 W a distance of 1913.66 fat; Thence N 86'40'03' E a distance of 274.13 feet to the west margin of Southcenter Parkway as,establsbed in King County Auditor's File No. 6343868; Thence southerly along said west margin on a cave to the left, the center of which bears N 8513'03' E having a radius of 991.37 feet, an arc distance of 40.50 feet through a antral angle of 02°18'47'; Thence leaving said west margin of Soahaater Parkway S 85'14'11' W a distance of 182.00 feet; Thence S 113933' E a dstaoo: of 502.04 fret; Thence S 012•14'02r W a 6ataooe el 27.67 Teck Thence S 87M153? E a 3staom of 189.56 beet to the wast mega of Southeaster Parkway as estab6he i in Log Coity Auditor'a File No. 6343867; Thence S 1l'9933' E aiosrs said west margin a distance of 56.74 feet Thence N 87+45'S? W a distance of 20.350 feet; Thaws S 08'14'06' W a distance of 25.63 fax Thence S 133733 E a ffstance of 320.70 tat to the true point of beginning. Al • • If 9507210283 EXHIBIT B BUSH, ROED & HITCHINGS, INC. INGRESS AND EGRESS EASEMENT DESCRIPTION THOSE PORTIONS OF TME SOUTTltAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, AND OF THE NORTHEAST QUARTER OF. THE NORTHWEST QUARTER OF SECTION 35, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, THENCE NORTH'87045'57" WEST 481.05 FEET ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY AUDITOR'S FILE NO. 6343848; THENCE SOUTH 11°59'33" EAST 41.27 FEET ALONG SAID WESTERLY MARGIN; THENCE NORTH 87°45'57" WEST 210.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 87.45'57" WEST 19.11 FEET; THENCE SOUTH 42°30'27" WEST 39.46 FEET; THENCE NORTH 47°26'18" WEST 174.12 FEET; THENCE NORTH 02°22'40" EAST 195.73 FEET; THENCE NORTH 32°15'24" EAST 38.14 FEET; TRENCE NORTH 02°22'40" EAST 225.95 FEET; THENCE NORTH 27°37'12" WEST 38.00 FEET; THENCE NORTH 02°22'40" EAST 129.78 FEET; THENCE NORTH 11°59'33" WEST 204.12 FEET; THENCE NORTH 87°37'20" WEST 172.34 FEET TO THE CENTERLINE OF A RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 7711090221; THENCE ALONG SAID CENTERLINE THE FOLLOWING TWO COURSES: THENCE NORTH 00•19'1S" EAST 12.66 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 410.28 FEET; THENCE NORTHERLY 31.86 FEET :SANG SAID CURVE THROUGH A CENTRAL ANGLE OF 04°26'59"; TACE LEAVING SAID CENTERLINE SOUTH 76.49'59" EAST 80.19 FEET; THENCE NORTH O1°08'35" EAST 211.75 FEET; THENCE SOUTH 88.51'25" EAST 20.00 FEET; THENCE SOUTH 01.08'35" WEST 198.66 FEET; THENCE NORTH 86.40'03" EAST 274.13 FEET TO SAID WESTERLY MARGIN OF SOUTHCENTER PARKWAY AND THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 991.37 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 85.13'08" WEST); THENCE SOUTHERLY 40.00 FEET ALONG SAID CURVE AND WESTERLY MARGIN THROUGH A CENTRAL ANGLE OF 02.18'42"; THENCE LEAVING SAID WESTERLY MARGIN SOUTH 85.12'11• WEST 182.00 FEET; THENCE SOUTH 11.59'33" EAST 209.11 FEET; THENCE SOUTH 02°22'40" WEST 126.24 FEET; THENCE SOUTH 27.37'12" EAST 38.00 FEET; THENCE SOUTH 02.22'40" WEST 162.06 FEET; THENCE SOUTH 87.37'12" EAST 245.95 FEET TO SAID WESTERLY MARGIN OF SOUTSCENTER PARKWAY; 1/2 • • a BUSH, HOED & HITCHINGS, INC. THENCE SOUTH 11°59'33" EAST 40.26 FEET ALONG SAID WESTERLY MARGIN; THENCE LEAVING SAID WESTERLY MARGIN NORTH 87°37'12" WEST 255.94 FEET; THENCE SOUTH 02'22'40" WEST 38.26 FEET; THENCE SOUTH 32°15'24" WEST 38.14 FEET; THENCE SOUTH 02°22'40" WEST 63.32 FEET TO A POINT, HEREINAFTER REFERRED TO AS POINT "A"; THENCE SOUTH 87°37'20" EAST 78.66 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE CONTINUING SOUTH 87°37'20" EAST 20.65 FEET TO A POINT WHICH BEARS NORTH 11059'33" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 11°59'33" EAST 214.59 FEET TO THE TRUE POINT OF BEGINNING; rXCFPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT POINT "A" DESCRIBED ABOVE, THENCE SOUTH 02°22'40" WEST 18.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'37'20" EAST 83.27 kt.E1 TO A POINT WHICH BEARS SOUTH ft 11°59'33" EAST FROM SAID POINT "B"; GO THENCE SOUTH 11°59'33" EAST 35.76 FEET; C1! THENCE NORTH 87'°37'20" WEST 92.15 FEET TO A POINT WHICH BEARS SOUTH O 02°22'40" WEST FROM THE TRUE POINT OF BEGINNING; v4 THENCE NORTH 02.22'40" EAST 34.65 FEET TO THE TRUE POINT OF i[i! BEGINNING; CD ALO FXCFPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS; COMMENCING AT SAID POINT "A"THENCE SOUTH 02°22'40" WEST 70.65 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87"37'20" EAST 96.76 FEET TO A POINT WHICH BEARS SOUTH 11'59'33" EAST FROM SAID POINT "B"; THENCE SOUTH 11'59'33" EAST 112.43 FEET; ' TEENCE SOUTH 42°30'27" WEST 18.47 FEET; THENCE NORTH 87'37'20" WEST 18.58 FEET; THENCE NORTH 47'26'18" WEST 123.28 FEET TO A POINT WHICH BEARS SOUTH 02°22'40" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 02°22'40" EAST 43.49 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, ICING COUNTY, WASHINGTON. 4 145 2/2 RENTON VILLAGE ASSOCIATES PARK PLACE WILLIAM A. HICKOX, P.L.S. BRE JOB NO. 94187.02 APRIL 18, 1995 • • • ralttqatre -.--�-_.-- �-__'--- m NI ^ IS) Wftr d9 heby.*4eP.1-r • for 4i • r • 'at porton • -•,; . : ' • • ',1,*.r • : e .• • st • ••• :. 9: 1p41KOti-p. t .:;,,,. ,,, • 07'40 44,4af.;.ttalii rig66: . •-,- . . ' ((S along , :it. 4 ... ,, r• 4 44 dlg 4t.'nO,P ', . ';:.443 91 '.. 0 qi1:441i0ehtki•;-:,,p4 d .41‘101144'.604:1*: 44A:E101 e'.,;W;'• .61fOriOdil'akOiiD'''e At -to '. -.0..:9A 5 i:4:7;.„,;fid....-'-.4.,:::....gii:::,:,, -0 ...3F,9•19::.A.:-......otiaii..,;; , Eli,: :. • ,., ..• x,•-•-• 89.O7.' 32 .,:;:ki.g.ii5.- '''''' ••••• 'Beef" mu 6 • • ‘: '3:5•72: 9 : - • •,:.;.5.5i!!•".;!viaiii 1.94;-• •• .q frortil• :441 l'i.„1...'11$':,•15t: :••5 04t:11' .•4}t tht •„ o t , •437,cl, • • - . '; • ••• , 4,14 • '2. -4 Fosp46*: '4 *f : qt:: 8.04'arPF. A43!?..Z.4;441f''?ih,.- f,fr-90:044:.V! • " • f.t.tgvo.:14: 45 RECEIVED MAR 1 6 2018 TUKWILA PUBLIC WORKS RECEIVED TV OF TUKWILA MAR 1 5 2018 .4RMIT CENTER 'ORRECTION Dll for ihe\P14,5P v-vnc or re -]acing any r sewe ; • . „ •cd ••.*::, • • • • - • ;. •• • -.,..:01-4'.-se,•419.t: ;'• • ••- ••••• rh • i•ibr !M , • , . • , . • • • • ••••••)*--"-;.•?,:: : .•‘••••••••••• :4•gy:;fikvx` % • ; - • „ • ' • • s practicably •••-: • • . 4§.06ar •.; - • - 3,;. • . 400.1q: • s•-• are - Eq;f1.- • ...Ai.. • • • ; • • to: the -t t 7cg;•,rri.w.v.1,-.14.,: an d..piYorir? 4css341(14.-ht:•:;:thk,044 .•Adgd p ••• teiia04e;,..., • • , • ••• 7 OY .•••• • • „:.•••,..•„--.' • • , ti.ems;m4p 1.1146 : titt; • + 3: • ',' ;1119' **; `..a-•.1 6r o ••:•••••• ••••' bb:.alitturted ' b,•• tha assegnee•;•• castst.rue:' as ,p.. Oovie•a1.04.t•ri,nflinO if t.IL Ii • .Uoot.hg he i; w; • AtItitiO.i,..Sit4tOrS.'.Jirtil :•••• • : • .••'...1•" •.•• •••• - -4)trOlart •by • s ii•••••,6I.• " • f•a r -0, 41.::-K1,710,9 ri,ot Ti0.0i!"0 rikri . • • -la' • , • • - •-•f3 S b ,i ,eaeTncflt •.311 o-rosent and -Ili' P4'1:0* .`• . ‘; 'ti•••:'re 194..0 •`,.1.;••• • :., • a 11.Y: v ;64" t.6 •4cd itis • ,t; a i d.t•Si1$7-t ,•51•tA art 01.1„ros ,_ ! s t- ' -N•• • • • • t..01 :••. ir. • ,y(��j> 9 :a.=! "SPOT iC " 1 1,41: icl'ilemitee" end Wi • Iiiipuratkon That the aeid'aiaatOr tor valuable o'naideration does by these efuts .p* iute th• dS_ sutra a paspotual right -Of -way or easement for utility aaina end lines with the :-`r:essary appur- tenances through, over, and across the following described proper- ty situated in :Ging County, Washington, :ogre particularly described as follows: A fifteen foot wide strip of land described as the West 15 feet of the East 21 feet of the FoUnwina described tract. - That portion of the SE 1/4 of the SW 1/4 of Section 26, Township 23 Worth, Range 4 East, W.f., lying West of County Road, EXCEPT the South 260 feet_ Less portion lying South o: a line described as follows:. Beginning at the SE corner thereof thence Northwesterly along West margin of 57th Avenue South, 564.36 feet to point of curve; thence alone: curve to the richt 225.87 feet to point of tangency and true point of beginning; thence North 86.30'55" West 83.88 feet: thence South 76'47'13' West 130.27 feet; -thence South 64`13'58" West 131.50 feet: thence South 76'l8'46" West 50.90 feet; thence South 40' 10'04' West 75.97 feet; thence South 85008'34` West 160.64 feet to point on West line of subdivision. Less parcel and/or par- cels per U.S. District Court, Western District of Washington. Northern Division, Decision of taking Civil *6010. RECEIVED CITY OF TUKWILA MAR 1 5 2018 ORRECTION PERMIT CENTER • 1V1'G2VJ Metiri skeibbary, diqww 'UM teatoturit eidatitig_ Ica =colf-vtay shalt sat ba,418101111mr•-• tha avant= thikther Itur-Teguravab•di or detetroiede 116 good a aaaktittoitT-og thsy iweitsft bafare the property was entered 4p0a by the Grantee. The Grantor shall retain the right to use the surdace of eald'eseement, so long as said use does not interfere vith the in- stallation and maintenance of the utility lines or mains and so long as no buildings or structures are erected on said easement. This easement shall be a covenant running With the land and shall be binding on the successors, heirs and assigns of both parties hereto. aid tfarti4iof , , 1 �abaitss fire right, wither prior .: ? , 4C:1a*, at -push t as may be •esirap ?ter eAtdr'!F":.2.:.,,_ i M:tribed p,,o y for the CO 9eorf pmaking.r: .„ Ar..-reconserg sanitary bt_ .�xAta • tftthout rring any legal obligati:,n or liabi :4therefar,, 'goalie that. constructing, re- pairing, altering or _ tr ting= deet 8 dry sewers shall be accomplished in such a mei, tWfa, - ,,lawn, shrubbery, drives and walkways and land contour* 9t n•the right-of-way shall not be disturbed or destroyed, or in t that they are disturbed nr destroyed, they will be replan • n :- •ood a condition as they were immediately before the pro.- was elite upon by the Grantee. The Grantor she stain the right to use ••e surface of said ease- ment, so long as • use does not interfere with - - installation and maintenance a + e sewer main and so long as no buil • •s or structures are erecte.- •n said easement. .is easement shall be a covenant running with the land an• haji ne - ding on the successors, heirs and assigns of both parties hereto. and and and and STATE OF WASHINGTON ) ) SS COUNTY OF KING I, the undersigned,. a notary public in and for the State of Was:- anctan, hereby certify that on thisAasy(day of 4-1,-.4.,w.4 ,1566 pe y ed befpre me and aj d and vicuai described in d who ackno5l ged that L; free an ver unto therear. nentione . , to me known to the inds- executed the foregoing instr nt, and signer? and sealed the same as ry act and deed for r.ie uses and pu,pos.s Notary residing at lc,. nccs e as::::etc an f c raid era S. 'mow . . r f ph. &Gar: I. M :iw. CEJ STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47601.Olympia, WA 98504-7600.360-407-6000 711 for Washington relay Service • Persons with a speech disability can call 877-833-6341 April 19, 2018 Steve Schwartz Chick-fil-A, Inc. 15635 Alton Pkwy Ste 350 Irvine, CA 92618 RE: Coverage under the Construction Stormwater General Permit (CSWGP) Permit number: WAR306466 Site Name: Chick -ill -A Tukwila Location: 17333 Southcenter Pkwy Tukwila, WA County: King Disturbed Acres: 1.1 RECEIVED MAY 01 2018 TUKWILA Dear Mr. Schwartz: PUBLIC WORKS The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective April 19, 2018. PIease retain this permit coverage letter as the official record of permit coverage for your site. Ecology has approved use of electronic formats as long as they are easily produced on your construction site. A mobile friendly copy of the CSWGP permit, permit forms, and information related to your permit can be viewed and downloaded at www.ecology.wa.gov/eCoverage- packet. Please contact your Permit Administrator, listed below, if you would like to receive a hard copy of the CSWGP. Please take time to read the entire permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Permittees submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from issuance date to termination). DMRs must be submitted electronically using Ecology's secure online system, WQWebDMR. To sign up for WQWebDMR go to www.ecy.wa.gov/programs/wq/permits/paris/webdmr.html. If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WOWebPortalQecv.wagov. ,) bi7Q3I5 ego DJT-OS1S eit Steve Schwartz April 19, 2018 Page 2 Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit's applicability or non -applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, go to https://fortress.wa.gov/ecy/publications/SummaryPages/1710007.html to view Ecology's Focus Sheet: Appeal of General Permit Coverage. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site,, please contact Evan Dobrowski of Ecology's Northwest Regional Office in Bellevue at evan.dobrowski@ecy.wa.gov, or (425) 649-7276. Questions or Additional Information Ecology is committed to providing assistance. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. If you have questions about the Construction,Stormwater General Permit, plk.as.: contact your Permit Administrator, RaChelle Stane at rcla461@ecy.wa.gov or (360) 407-6556. Sincerely, Vincent McGowan, Manager Program Development Services Section Water Quality Program Issuance Date: Effective Date: Expiration Date: November 18, 2015 January 1, 2016 December 31, 2020 Modification Issuance Date: March 22, 2017 Modification Effective Date: May 5, 2017 CONSTRUCTION STORMWATER GENERAL ]PERMIT National Pollutant Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity State of Washington Department of Ecology Olympia, Washington 98504 In compliance with the provisions of Chapter 90.48 Revised Code of Washington (State of Washington Water Pollution Control Act) and Title 33 United States Code, Section 1251 et seq. The Federal Water Pollution Control Act (The Clean Water Act) Until this permit expires, is modified, or revoked, Permittees that have properly obtained coverage under this general permit are authorized to discharge in accordance with the special and general conditions that follow. 10 ,4( • WJE H:�her R. Bartlett Wa - r Quality Program Manager Washington State Department of Ecology TABLE OF CONTENTS LIST OF TABLES 3 SUMMARY OF PERMIT REPORT SUBMITTALS 4 SPECIAL CONDITIONS 5 Sl. PERMIT COVERAGE 5 S2. APPLICATION REQUIREMENTS 8 S3. COMPLIANCE WITH STANDARDS 12 S4. MONITORING REQUIREMENTS, BENCHMARKS, AND REPORTING TRIGGERS 13 S5. REPORTING AND RECORDKEEPING REQUIREMENTS 20 S6. PERMIT FEES 23 S7. SOLID AND LIQUID WASTE DISPOSAL 23 S8. DISCHARGES TO 303(d) OR TMDL WATERBODIES 23 S9. STORMWATER POLLUTION PREVENTION PLAN 27 S10. NOTICE OF TERMINATION 37 GENERAL CONDITIONS 38 G1. DISCHARGE VIOLATIONS 38 G2. SIGNATORY REQUIREMENTS 38 G3. RIGHT OF INSPECTION AND ENTRY 39 G4. GENERAL PERMIT MODIFICATION AND REVOCATION 39 G5. REVOCATION OF COVERAGE UNDER THE PERMIT 39 G6. REPORTING A CAUSE FOR MODIFICATION 40 G7. COMPLIANCE WITH OTHER LAWS AND STATUTES 40 G8. DUTY TO REAPPLY 40 G9. TRANSFER OF GENERAL PERMIT COVERAGE 41 G10. REMOVED SUBSTANCES 41 G11. DUTY TO PROVIDE INFORMATION 41 G12. OTHER REQUIREMENTS OF 40 CFR 41 G13. ADDITIONAL MONITORING 41 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS 41 G15. UPSET 42 G16. PROPERTY RIGHTS 42 COnst,uCtioi8 Stnrrrwater General Permit Page 2 G17. DUTY TO COMPLY 42 G18. TOXIC POLLUTANTS 42 G19. PENALTIES FOR TAMPERING 43 G20. REPORTING PLANNED CHANGES 43 G21. REPORTING OTHER INFORMATION 43 G22. REPORTING ANTICIPATED NON-COMPLIANCE 43 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT 44 G24. APPEALS 44 G25. SEVERABILITY 44 G26. BYPASS PROHIBITED 44 APPENDIX A — DEFINITIONS 47 APPENDIX B — ACRONYMS 55 LIST OF TABLES Table 1: Summary of Required Submittals 4 Table 2: Summary of Required On-site Documentation 4 Table 3: Summary of Primary Monitoring Requirements 15 Table 4: Monitoring and Reporting Requirements 17 Table 5: Turbidity, Fine Sediment & Phosphorus Sampling and Limits for 303(d) -Listed Waters 25 Table 6: pH Sampling and Limits for 303(d) -Listed Waters 26 Construction Stormwater General Permit Page SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list of definitions. Appendix B provides a list of acronyms. Table 1: Summary of Required Submittals Permit Section Submittal Frequency First Submittal Date S5.A and High Turbidity/Transparency Phone Reporting As Necessary Within 24 hours S8 S5.B Discharge Monitoring Report Monthly* Within 15 days following the end of each month S5.F and Noncompliance Notification — Telephone Notification As necessary Within 24 -hours S8 S5.F Noncompliance Notification — Written Report As necessary Within 5 Days of non - compliance S9.0 Request for Chemical Treatment Form As necessary Written approval from Ecology is required prior to using chemical treatment (with the exception of dry ice or CO2 to adjust pH) G2 Notice of Change in Authorization As necessary G6 Permit Application for Substantive Changes to the Discharge As necessary G8 Application for Permit Renewal 1/permit cycle No later than 180 days before expiration G9 Notice of Permit Transfer As necessary G20 Notice of Planned Changes As necessary G22 Reporting Anticipated Non- compliance As necessary SPECIAL NOTE: *Permittees must submit electronic Discharge Monitoring Reports (DMRs) to the Washington State Department of Ecology monthly, regardless of site discharge, for the full duration of permit coverage. Refer to Section S5.B of this General Permit for more specific information regarding DMRs. Table 2: Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2, S5 Construction Stormwater General Permit See Conditions S2, S5 Site Log Book See Conditions S4, S5 Stormwater Pollution Prevention Plan (SWPPP) See Conditions S9, S5 Construction Stormwater General Permit Page 4 SPECIAL CONDITIONS Si. PERMIT COVERAGE A. Permit Area This Construction Stormwater General Permit (CSWGP) covers all areas of Washington State, except for federal operators and Indian Country as specified in Special Condition Sl.E.3. B. Operators Required to Seek Coverage Under this General Permit: 1. Operators of the following construction activities are required to seek coverage under this CSWGP: a. Clearing, grading and/or excavation that results in the disturbance of one or more acres (including off-site disturbance acreage authorized in S 1.C.2) and discharges stormwater to surface waters of the State; and clearing, grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale, if the common plan of development or sale will ultimately disturb one acre or more and discharge stormwater to surface waters of the State. This includes forest practices (including, but not limited to, class IV conversions) that are part of a construction activity that will result in the disturbance of one or more acres, and discharge to surface waters of the State (that is, forest practices that prepare a site for construction activities); and b. Any size construction activity discharging stormwater to waters of the State that the Washington State Department of Ecology (Ecology): i. Determines to be a significant contributor of pollutants to waters of the State of Washington. ii. Reasonably expects to cause a violation of any water quality standard. 2. Operators of the following activities are not required to seek coverage under this CSWGP (unless specifically required under Special Condition Sl.B.1.b. above): a. Construction activities that discharge all stormwater and non-stormwater to ground water, sanitary sewer, or combined sewer, and have no point source discharge to either surface water or a storm sewer system that drains to surface waters of the State. b. Construction activities covered under an Erosivity Waiver (Special Condition S2.C). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Construction Stormwater General Permit Page C. Authorized Discharges: 1. Stormwater Associated with Construction Activity. Subject to compliance with the terms and conditions of this permit, Permittees are authorized to discharge stormwater associated with construction activity to surface waters of the State or to a storm sewer system that drains to surface waters of the State. (Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site.) 2. Stormwater Associated with Construction Support Activity. This permit also authorizes stormwater discharge from support activities related to the permitted construction site (for example, an on-site portable rock crusher, off-site equipment staging yards, material storage areas, borrow areas, etc.) provided: a. The support activity relates directly to the permitted construction site that is required to have an NPDES permit; and b. The support activity is not a commercial operation serving multiple unrelated construction projects, and does not operate beyond the completion of the construction activity; and c. Appropriate controls and measures are identified in the Stormwater Pollution Prevention Plan (SWPPP) for the discharges from the support activity areas. 3. Non-Stormwater Discharges. The categories and sources of non-stormwater discharges identified below are authorized conditionally, provided the discharge is consistent with the terms and conditions of this permit: a. Discharges from fire -fighting activities. b. Fire hydrant system flushing. c. Potable water, including uncontaminated water line flushing. d. Hydrostatic test water. e. Uncontaminated air conditioning or compressor condensate. f. Uncontaminated ground water or spring water. g. Uncontaminated excavation dewatering water (in accordance with S9.D.10). h. Uncontaminated discharges from foundation or footing drains. i. Uncontaminated or potable water used to control dust. Permittees must minimize the amount of dust control water used. j. Routine external building wash down that does not use detergents. k. Landscape irrigation water. The SWPPP must adequately address all authorized non-stormwater discharges, except for discharges from fire -fighting activities, and must comply with Special Condition S3. Construction Stormwater General Peri lit Page 6 At a minimum, discharges from potable water (including water line flushing), fire hydrant system flushing, and pipeline hydrostatic test water must undergo the following: dechlorination to a concentration of 0.1 parts per million (ppm) or less, and pH adjustment to within 6.5 — 8.5 standard units (su), if necessary. D. Prohibited Discharges: The following discharges to waters of the State, including ground water, are prohibited. 1. Concrete wastewater. 2. Wastewater from washout and clean-up of stucco, paint, form release oils, curing compounds and other construction materials. 3. Process wastewater as defined by 40 Code of Federal Regulations (CFR) 122.2 (see Appendix A of this permit). 4. Slurry materials and waste from shaft drilling, including process wastewater from shaft drilling for construction of building, road, and bridge foundations unless managed according to Special Condition S9.D.9.j. 5. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance. 6. Soaps or solvents used in vehicle and equipment washing. 7. Wheel wash wastewater, unless managed according to Special Condition S9.D.9. 8. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, unless managed according to Special Condition S9.D.10. E. Limits on Coverage Ecology may require any discharger to apply for and obtain coverage under an individual permit or another more specific general permit. Such alternative coverage will be required when Ecology determines that this CSWGP does not provide adequate assurance that water quality will be protected, or there is a reasonable potential for the project to cause or contribute to a violation of water quality standards. The following stormwater discharges are not covered by this permit: 1. Post -construction stormwater discharges that originate from the site after completion of construction activities and the site has undergone final stabilization. 2. Non -point source silvicultural activities such as nursery operations, site preparation, reforestation and subsequent cultural treatment, thinning, prescribed burning, pest and fire control, harvesting operations, surface drainage, or road construction and maintenance, from which there is natural runoff as excluded in 40 CFR Subpart 122. 3. Stormwater from any federal operator. Construction Stormw•ater Genera! Permit Page 7 4. Stormwater from facilities located on "Indian Country" as defined in 18 U.S.C.§1151, except portions of the Puyallup Reservation as noted below. Indian Country includes: a. All land within any Indian Reservation notwithstanding the issuance of any patent, and, including rights-of-way running through the reservation. This includes all federal, tribal, and Indian and non -Indian privately owned land within the reservation. b. All off -reservation Indian allotments, the Indian titles to which have not been extinguished, including rights-of-way running through the same. c. All off -reservation federal trust lands held for Native American Tribes. Puyallup Exception: Following the Puyallup Tribes of Indians Land Settlement Act of 1989, 25 U.S.C. § 1773; the permit does apply to land within the Puyallup Reservation except for discharges to surface water on land held in trust by the federal government. 5. Stormwater from any site covered under an existing NPDES individual permit in which stormwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. 6. Stormwater from a site where an applicable Total Maximum Daily Load (TMDL) requirement specifically precludes or prohibits discharges from construction activity. S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Form/Timeline a. Operators of new or previously unpermitted construction activities must submit a complete and accurate permit application (Notice of Intent, or NOI) to Ecology. b. Operators must apply using the electronic application form (NOI) available on Ecology's website htt_p://www.ecy.wa.gov/programs/wq/stormwater/ construction/index.html. Permittees unable to submit electronically (for example, those who do not have an internet connection) must contact Ecology to request a waiver and obtain instructions on how to obtain a paper NOI. Depai tment of Ecology Water Quality Program - Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 Construction Storm water General Permit Page 8 c. The operator must submit the NOI at least 60 days before discharging stormwater from construction activities and must submit it on or before the date of the first public notice (see Special Condition S2.B below for details). The 30 - day public comment period begins on the publication date of the second public notice. Unless Ecology responds to the complete application in writing, based on public comments, or any other relevant factors, coverage under the general permit will automatically commence on the thirty-first day following receipt by Ecology of a completed NOI, or the issuance date of this permit, whichever is later; unless Ecology specifies a later date in writing as required by WAC173- 226-200(2). d. If an applicant intends to use a Best Management Practice (BMP) selected on the basis of Special Condition S9.C.4 ("demonstrably equivalent" BMPs), the applicant must notify Ecology of its selection as part of the NOI. In the event the applicant selects BMPs after submission of the NOI, it must provide notice of the selection of an equivalent BMP to Ecology at least 60 days before intended use of the equivalent BMP. e. Permittees must notify Ecology regarding any changes to the information provided on the NOI by submitting an updated NOI. Examples of such changes include, but are not limited to: i. Changes to the Permittee's mailing address, ii. Changes to the on-site contact person information, and iii. Changes to the area/acreage affected by construction activity. f. Applicants must notify Ecology if they are aware of contaminated soils and/or groundwater associated with the construction activity. Provide detailed information with the NOI (as known and readily available) on the nature and extent of the contamination (concentrations, locations, and depth), as well as pollution prevention and/or treatment BMPs proposed to control the discharge of soil and/or groundwater contaminants in stormwater. Examples of such detail may include, but are not limited to: i. List or table of all known contaminants with laboratory test results showing concentration and depth, ii. Map with sample locations, iii. Temporary Erosion and Sediment Control (TESC) plans, iv. Related portions of the Stormwater Pollution Prevention Plan (SWPPP) that address the management of contaminated and potentially contaminated construction stormwater and dewatering water, v. Dewatering plan and/or dewatering contingency plan. Construction Stormwater General Permit Page 9 2. Transfer of Coverage Form The Permittee can transfer current coverage under this permit to one or more new operators, including operators of sites within a Common Plan of Development, provided the Permittee submits a Transfer of Coverage Form in accordance with General Condition G9. Transfers do not require public notice. B. Public Notice For new or previously unpermitted construction activities, the applicant must publish a public notice at least one time each week for two consecutive weeks, at least 7 days apart, in a newspaper with general circulation in the county where the construction is to take place. The notice must contain: 1. A statement that "The applicant is seeking coverage under the Washington State Department of Ecology's Construction Stormwater NPDES and State Waste Discharge General Permit". 2. The name, address and location of the construction site. 3. The name and address of the applicant. 4. The type of construction activity that will result in a discharge (for example, residential construction, commercial construction, etc.), and the number of acres to be disturbed. 5. The name of the receiving water(s) (that is, the surface water(s) to which the site will discharge), or, if the discharge is through a storm sewer system, the name of the operator of the system. 6. The statement: "Any persons desiring to present their views to the Washington State Department of Ecology regarding this application, or interested in Ecology's action on this application, may notify Ecology in writing no later than 30 days of the last date of publication of this notice. Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality, and, if so, whether the project is necessary and in the overriding public interest according to Tier II antidegradation requirements under WAC 173-201A-320. Comments can be submitted to: Department of Ecology, PO Box 47696, Olympia, Washington 98504-7696 Attn: Water Quality Program, Construction Stormwater." Construction Stormwater General Pearn Pae 10 C. Erosivity Waiver Construction site operators may qualify for an erosivity waiver from the CSWGP if the following conditions are met: 1. The site will result in the disturbance of fewer than 5 acres and the site is not a portion of a common plan of development or sale that will disturb 5 acres or greater. 2. Calculation of Erosivity "R" Factor and Regional Timeframe: a. The project's rainfall erosivity factor ("R" Factor) must be less than 5 during the period of construction activity, as calculated (see the CSWGP homepage http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.html for a link to the EPA's calculator and step by step instructions on computing the "R" Factor in the EPA Erosivity Waiver Fact Sheet). The period of construction activity starts when the land is first disturbed and ends with final stabilization. In addition: b. The entire period of construction activity must fall within the following timeframes: i. For sites west of the Cascades Crest: June 15 — September 15. ii. For sites east of the Cascades Crest, excluding the Central Basin: June 15 — October 15. iii. For sites east of the Cascades Crest, within the Central Basin: no additional timeframe restrictions apply. The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. For a map of the Central Basin (Average Annual Precipitation Region 2), refer to http://www.ecy.wa.gov/programs/wq/stormwater/ construction/resourcesguidance.html. 3. Construction site operators must submit a complete Erosivity Waiver certification form at least one week before disturbing the land. Certification must include statements that the operator will: a. Comply with applicable local stormwater requirements; and b. Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared significant contributors of pollutants as defined in Special Condition S 1.B. l .b. or for any size construction activity that could reasonably expect to cause a violation of any water quality standard as defined in Special Condition Si.B.1.b.ii. 5. This waiver does not apply to construction activities which include non- stormwater discharges listed in Special Condition S 1.C.3. Censtr�rcti.on Storr;ri-eater General Permit Page 1 i 6. If construction activity extends beyond the certified waiver period for any reason, the operator must either: a. Recalculate the rainfall erosivity "R" factor using the original start date and a new projected ending date and, if the "R" factor is still under 5 and the entire project falls within the applicable regional timeframe in Special Condition S2.C.2.b, complete and submit an amended waiver certification form before the original waiver expires; or b. Submit a complete permit application to Ecology in accordance with Special Condition S2.A and B before the end of the certified waiver period. S3. COMPLIANCE WITH STANDARDS A. Discharges must not cause or contribute to a violation of surface water quality standards (Chapter 173-201A WAC), ground water quality standards (Chapter 173-200 WAC), sediment management standards (Chapter 173-204 WAC), and human health -based criteria in the National Toxics Rule (40 CFR Part 131.36). Discharges not in compliance with these standards are not authorized. B. Prior to the discharge of stormwater and non-stormwater to waters of the State, the Permittee must apply all known, available, and reasonable methods of prevention, control, and treatment (AKART). This includes the preparation and implementation of an adequate SWPPP, with all appropriate BMPs installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Ecology presumes that a Permittee complies with water quality standards unless discharge monitoring data or other site-specific information demonstrates that a discharge causes or contributes to a violation of water quality standards, when the Permittee complies with the following conditions. The Permittee must fully: 1. Comply with all permit conditions, including planning, sampling, monitoring, reporting, and recordkeeping conditions. 2. Implement stormwater BMPs contained in stormwater management manuals published or approved by Ecology, or BMPs that are demonstrably equivalent to BMPs contained in stormwater technical manuals published or approved by Ecology, including the proper selection, implementation, and maintenance of all applicable and appropriate BMPs for on-site pollution control. (For purposes of this section, the stormwater manuals listed in Appendix 10 of the Phase I Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to ground water, the ground water discharges must also meet the terms and conditions of this CSWGP. Permittees who discharge to ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control (UIC) regulations, Chapter 173-218 , WAC. Construction Stormwater General Permit Page 12 S4. MONITORING REQUIREMENTS, BENCHMARKS AND REPORTING TRIGGERS A. Site Log Book The Permittee must maintain a site log book that contains a record of the implementation of the SWPPP and other permit requirements, including the installation and maintenance of BMPs, site inspections, and stormwater monitoring. B. Site Inspections The Permittee's site inspections must include all areas disturbed by construction activities, all BMPs, and all stormwater discharge points under the Permittee's operational control. (See Special Conditions S4.B.3 and B.4 below for detailed requirements of the Permittee's Certified Erosion and Sediment Control Lead [CESCL].) Construction sites one acre or larger that discharge stormwater to surface waters of the State must have site inspections conducted by a certified CESCL. Sites less than one acre may have a person without CESCL certification conduct inspections. 1. The Permittee must examine stormwater visually for the presence of suspended sediment, turbidity, discoloration, and oil sheen. The Permittee must evaluate the effectiveness of BMPs and determine if it is necessary to install, maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, the Permittee must correct the problems identified by: a. Reviewing the SWPPP for compliance with Special Condition S9 and making appropriate revisions within 7 days of the inspection. b. Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10 -day response period. c. Documenting BMP implementation and maintenance in the site log book. 2. The Permittee must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition, individual discharge events that last more than one day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.) The Permittee may reduce the inspection frequency for temporarily stabilized, inactive sites to once every calendar month. Construction Stormwater General Permit Page i 3 3. The Permittee must have staff knowledgeable in the principles and practices of erosion and sediment control. The CESCL (sites one acre or more) or inspector (sites less than one acre) must have the skills to assess the: a. Site conditions and construction activities that could impact the quality of stormwater, and b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. 4. The SWPPP must identify the CESCL or inspector, who must be present on site or on-call at all times. The CESCL must obtain this certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology (see BMP C160 in the manual referred to in Special Condition S9.C.1 and 2). 5. The Permittee must summarize the results of each inspection in an inspection report or checklist and enter the report/checklist into, or attach it to, the site log book. At a minimum, each inspection report or checklist must include: a. Inspection date and time. b. Weather information, the general conditions during inspection and the approximate amount of precipitation since the last inspection, and precipitation within the last 24 hours. c. A summary or list of all implemented BMPs, including observations of all erosion/sediment control structures or practices. d. A description of the locations: i. Of BMPs inspected; ii. Of BMPs that need maintenance and why; iii. Of BMPs that failed to operate as designed or intended; and iv. Where additional or different BMPs are needed, and why. e. A description of stormwater discharged from the site. The Permittee must note the presence of suspended sediment, turbidity, discoloration, and oil sheen, as applicable. f. Any water quality monitoring performed during inspection. g. General comments and notes, including a brief description of any BMP repairs, maintenance or installations made following the inspection. h. A summary report and a schedule of implementation of the remedial actions that the Permittee plans to take if the site inspection indicates that the site is out of compliance. The remedial actions taken must meet the requirements of the SWPPP and the permit. Co nStF'Luc`ttodZ Sto,,'n;t%ate ' General Permit Page 14 i. The name, title, and signature of the person conducting the site inspection, a phone number or other reliable method to reach this person, and the following statement: "I certify that this report is true, accurate, and complete to the best of my knowledge and belief." Table 3: Summary of Primary Monitoring Requirements Size of Soil Disturbance) Weekly Site Inspections Weekly Sampling w/ Turbidity Meter Weekly Sampling w/ Transparency Tube Weekly pH Sampling2 CESCL Required for Inspections? Sites that disturb less than 1 acre, but are part of a larger Common Plan of Development Required Not Required Not Required Not Required No Sites that disturb 1 acre ormore, but fewer than 5 acres Required Sampling Required — either method' Required Yes Sites that disturb 5 acres or more Required Required Not Required4 Required Yes Soil disturbance is calculated by adding together all areas that will be affected by construction activity. Construction activity means clearing, grading, excavation, and any other activity that disturbs the surface of the land, including ingress/egress from the site. 2 If construction activity results in the disturbance of 1 acre or more, and involves significant concrete work (1,000 cubic yards of poured concrete or recycled concrete over the life of a project) or the use of engineered soils (soil amendments including but not limited to Portland cement -treated base [CTB], cement kiln dust [CKD], or fly ash), and stormwater from the affected area drains to surface waters of the State or to a storm sewer stormwater collection system that drains to other surface waters of the State, the Permittee must conduct pH sampling in accordance with Special Condition S4.D. 3 Sites with one or more acres, but fewer than 5 acres of soil disturbance, must conduct turbidity or transparency sampling in accordance with Special Condition S4.C. ^ Sites equal to or greater than 5 acres of soil disturbance must conduct turbidity sampling using a turbidity meter in accordance with Special Condition S4.C. Construction Stormwater General Permit Page i 5 C. Turbidity/Transparency Sampling Requirements 1. Sampling Methods a. If construction activity involves the disturbance of 5 acres or more, the Permittee must conduct turbidity sampling per Special Condition S4.C. b. If construction activity involves 1 acre or more but fewer than 5 acres of soil disturbance, the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C. 2. Sampling Frequency a. The Permittee must sample all discharge points at least once every calendar week when stormwater (or authorized non-stormwater) discharges from the site or enters any on-site surface waters of the state (for example, a creek running through a site); sampling is not required on sites that disturb less than an acre. b. Samples must be representative of the flow and characteristics of the discharge. c. Sampling is not required when there is no discharge during a calendar week. d. Sampling is not required outside of normal working hours or during unsafe conditions. e. If the Permittee is unable to sample during a monitoring period, the Permittee must include a brief explanation in the monthly Discharge Monitoring Report (DMR). f Sampling is not required before construction activity begins. g. The Permittee may reduce the sampling frequency for temporarily stabilized, inactive sites to once every calendar month. 3. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity (or authorized non-stormwater) is discharged off site, including where it enters any on-site surface waters of the state (for example, a creek running through a site). b. The Permittee may discontinue sampling at discharge points that drain areas of the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s) on the SWPPP site map and clearly mark these points in the field with a flag, tape, stake or other visible marker. d. Sampling is not required for discharge that is sent directly to sanitary or combined sewer systems. Construction Storrr2water General Permit Page i 6 e. The Permittee may discontinue sampling at discharge points in areas of the project where the Permittee no longer has operational control of the construction activity. 4. Sampling and Analysis Methods a. The Permittee performs turbidity analysis with a calibrated turbidity meter (turbidimeter) either on site or at an accredited lab. The Permittee must record the results in the site log book in nephelometric turbidity units (NTUs). b. The Permittee performs transparency analysis on site with a 13/4 -inch -diameter, 60 -centimeter (cm) -long transparency tube. The Permittee will record the results in the site log book in centimeters (cm). Table 4: Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Frequency Benchmark Value Phone Reporting Trigger Value Turbidity NTU SM2130 , Weekly, if discharging 25 NTUs 250 NTUs Transparency cm Manufacturer instructions, or Ecology guidance Weekly, if discharging 33 cm 6 cm 5. Turbidity/Transparency Benchmark Values and Reporting Triggers The benchmark value for turbidity is 25 NTUs or less. The benchmark value for transparency is 33 centimeters (cm). Note: Benchmark values do not apply to discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus; these discharges are subject to a numeric effluent limit for turbidity. Refer to Special Condition S8 for more information. a. Turbidity 26 — 249 NTUs, or Transparency 32 — 7 cm: If the discharge turbidity is 26 to 249 NTUs; or if discharge transparency is less than 33 cm, but equal to or greater than 6 cm, the Permittee must: i. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. ii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10 -day response period. Construction Stoi inwater General Permit Page 17 iii. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTUs or greater, or Transparency 6 cm or less: If a discharge point's turbidity is 250 NTUs or greater, or if discharge transparency is less than or equal to 6 cm, the Permittee must complete the reporting and adaptive management process described below. i. Telephone or submit an electronic report to the applicable Ecology Region's Environmental Report Tracking System (ERTS) number (or through Ecology's Water Quality Permitting Portal [WQWebPortal] — Permit Submittals when the form is available) within 24 hours, in accordance with Special Condition S5.A. • Central Region (Okanogan, Chelan, Douglas, Kittitas, Yakima, Klickitat, Benton): (509) 575-2490 • Eastern Region (Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509) 329-3400 • Northwest Region (Kitsap, Snohomish, Island, King, San Juan, Skagit, Whatcom): (425) 649-7000 • Southwest Region (Grays Harbor, Lewis, Mason, Thurston, Pierce, Clark, Cowlitz, Skamania, Wahkiakum, Clallam, Jefferson, Pacific): (360) 407-6300 Links to these numbers and the ERTS reporting page are located on the following web site: http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.html. ii. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. iii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10 -day response period. iv. Document BMP implementation and maintenance in the site log book. v. Sample discharges daily until: a) Turbidity is 25 NTUs (or lower); or b) Transparency is 33 cm (or greater); or Construction Stornni ater General .Permit Page 18 c) The Permittee has demonstrated compliance with the water quality limit for turbidity: 1) No more than 5 NTUs over background turbidity, if background is less than 50 NTUs, or 2) No more than 10% over background turbidity, if background is 50 NTUs or greater; or d) The discharge stops or is eliminated. D. pH Sampling Requirements — Significant Concrete Work or Engineered Soils If construction activity results in the disturbance of 1 acre or more, and involves significant concrete work (significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete used over the life of a project) or the use of engineered soils (soil amendments including but not limited to Portland cement -treated base [CTB], cement kiln dust [CKD], or fly ash), and stormwater from the affected area drains to surface waters of the State or to a storm sewer system that drains to surface waters of the State, the Permittee must conduct pH sampling as set forth below. Note: In addition, discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for high pH are subject to a numeric effluent limit for pH; refer to Special Condition S8. 1. For sites with significant concrete work, the Permittee must begin the pH sampling period when the concrete is first poured and exposed to precipitation, and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 (su). 2. For sites with recycled concrete where monitoring is required, the Permittee must begin the weekly pH sampling period when the recycled concrete is first exposed to precipitation and must continue until the recycled concrete is fully stabilized with the stormwater pH in the range of 6.5 to 8.5 (su). 3. For sites with engineered soils, the Permittee must begin the pH sampling period when the soil amendments are first exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 4. During the applicable pH monitoring period defined above, the Permittee must obtain a representative sample of stormwater and conduct pH analysis at least once per week. 5. The Permittee must sample pH in the sediment trap/pond(s) or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils before the stormwater discharges to surface waters. 6. The benchmark value for pH is 8.5 standard units. Anytime sampling indicates that pH is 8.5 or greater, the Permittee must either: Construction :Storrnwater General Permit Page 1 9 a. Prevent the high pH water (8.5 or above) from entering storm sewer systems or surface waters; or b. If necessary, adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5 (su) using an appropriate treatment BMP such as carbon dioxide (CO2) sparging or dry ice. The Permittee must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging or dry ice. 7. The Permittee must perform pH analysis on site with a calibrated pH meter, pH test kit, or wide range pH indicator paper. The Permittee must record pH sampling results in the site log book. S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Reporting Anytime sampling performed in accordance with Special Condition S4.0 indicates turbidity has reached the 250 NTUs or more (or transparency less than or equal to 6 cm) high turbidity reporting level, the Permittee must either call the applicable Ecology Region's Environmental Report Tracking System (ERTS) number by phone within 24 hours of analysis or submit an electronic ERTS report (or submit an electronic report through Ecology's Water Quality Permitting Portal (WQWebPortal) — Permit Submittals when the form is available). See the CSWGP web site for links to ERTS and the WQWebPortal: http://www.ecy.wa.gov/programs/wq/stormwater/construction/ index.html. Also, see phone numbers in Special Condition S4.C.5.b.i. B. Discharge Monitoring Reports (DMRs) Permittees required to conduct water quality sampling in accordance with Special Conditions S4.0 (Turbidity/Transparency), S4.D (pH), S8 (303[d]/TMDL sampling), and/or G13 (Additional Sampling) must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WQWebDMR web application accessed through Ecology's Water Quality Permitting Portal. To find out more information and to sign up for WQWebDMR go to: http://www.ecy.wa.gov/programs/ wq/permits/paris/portal.html. Permittees unable to submit electronically (for example, those who do not have an internet connection) must contact Ecology to request a waiver and obtain instructions on how to obtain a paper copy DMR at: Department of Ecology Water Quality Program - Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 Permittees who obtain a waiver not to use WQWebDMR must use the forms provided to them by Ecology; submittals must be mailed to the address above. Permittees shall Cornstructiorr Sto/ in water- General .Permit • Page 20 submit DMR forms to be received by Ecology within 15 days following the end of each month. If there was no discharge during a given monitoring period, all Permittees must submit a DMR as required with "no discharge" entered in place of the monitoring results. DMRs are required for the full duration of permit coverage (from issuance date to termination). For more information, contact Ecology staff using information provided at the following web site: www.ecy.wa.gov/programs/wq/permits/paris/contacts.html. C. Records Retention The Permittee must retain records of all monitoring information (site log book, sampling results, inspection reports/checklists, etc.), Stormwater Pollution Prevention Plan, copy of the permit coverage letter (including Transfer of Coverage documentation), and any other documentation of compliance with permit requirements for the entire life of the construction project and for a minimum of three years following the termination of permit coverage. Such information must include all calibration and maintenance records, and records of all data used to complete the application for this permit. This period of retention must be extended during the course of any unresolved litigation regarding the discharge of pollutants by the Permittee or when requested by Ecology. D. Recording Results For each measurement or sample taken, the Permittee must record the following information: 1. Date, place, method, and time of sampling or measurement. 2. The first and last name of the individual who performed the sampling or measurement. 3. The date(s) the analyses were performed. 4. The first and last name of the individual who performed the analyses. 5. The analytical techniques or methods used. 6. The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee monitors any pollutant more frequently than required by this permit using test procedures specified by Special Condition S4 of this permit, the results of this monitoring must be included in the calculation and reporting of the data submitted in the Permittee's DMR. F. Noncompliance Notification In the event the Permittee is unable to comply with any part of the terms and conditions of this permit, and the resulting noncompliance may cause a threat to human health or the environment (such as but not limited to spills of fuels or other materials, catastrophic pond or slope failure, and discharges that violate water quality standards), or exceed Cortstrtc�ii-o;t. Stormwater General Permit • Page 2 i numeric effluent limitations (see S8. Discharges to 303(d) or TMDL Waterbodies), the Permittee must, upon becoming aware of the circumstance: 1. Notify Ecology within 24 -hours of the failure to comply by calling the applicable Regional office ERTS phone number (refer to Special Condition S4.C.5.b.i. or www.ecy.wa.gov/programs/wq/stormwater/construction/turbidity.html for Regional ERTS phone numbers). 2. Immediately take action to prevent the discharge/pollution, or otherwise stop or correct the noncompliance, and, if applicable, repeat sampling and analysis of any noncompliance immediately and submit the results to Ecology within five (5) days of becoming aware of the violation. 3. Submit a detailed written report to Ecology within five (5) days, of the time the Permittee becomes aware of the circumstances, unless requested earlier by Ecology. The report must be submitted using Ecology's Water Quality Permitting Portal (WQWebPortal) - Permit Submittals, unless a waiver from electronic reporting has been granted according to S5.B. The report must contain a description of the noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and the steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The Permittee must report any unanticipated bypass and/or upset that exceeds any effluent limit in the permit in accordance with the 24-hour reporting requirement contained in 40 C.F.R. 122.41(1)(6). Compliance with these requirements does not relieve the Permittee from responsibility to maintain continuous compliance with the terms and conditions of this permit or the resulting liability for failure to comply. Upon request of the Permittee, Ecology may waive the requirement for a written report on a case-by- case basis, if the immediate notification is received by Ecology within 24 hours. G. Access to Plans and Records 1. The Permittee must retain the following permit documentation (plans and records) on site, or within reasonable access to the site, for use by the operator or for on-site review by Ecology or the local jurisdiction: a. General Permit b. Permit Coverage Letter c. Stormwater Pollution Prevention Plan (SWPPP) d. Site Log Book 2. The Permittee must address written requests for plans and records listed above (Special Condition S5.G.1) as follows: Construction Stormwater General Permit 1'a Qe 7 L a. The Permittee must provide a copy of plans and records to Ecology within 14 days of receipt of a written request from Ecology. b. The Permittee must provide a copy of plans and records to the public when requested in writing. Upon receiving a written request from the public for the Permittee's plans and records, the Permittee must either: i. Provide a copy of the plans and records to the requester within 14 days of a receipt of the written request; or ii. Notify the requester within 10 days of receipt of the written request of the location and times within normal business hours when the plans and records may be viewed; and provide access to the plans and records within 14 days of receipt of the written request; or iii. Within 14 days of receipt of the written request, the Permittee may submit a copy of the plans and records to Ecology for viewing and/or copying by the requester at an Ecology office, or a mutually agreed location. If plans and records are viewed and/or copied at a location other than at an Ecology office, the Permittee will provide reasonable access to copying services for which a reasonable fee may be charged. The Permittee must notify the requester within 10 days of receipt of the request where the plans and records may be viewed and/or copied. S6. PERMIT FEES The Permittee must pay permit fees assessed by Ecology. Fees for stormwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the permit is terminated in accordance with Special Condition S10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE DISPOSAL The Permittee must handle and dispose of solid and liquid wastes generated by construction activity, such as demolition debris, construction materials, contaminated materials, and waste materials from maintenance activities, including liquids and solids from cleaning catch basins and other stormwater facilities, in accordance with: A. Special Condition S3, Compliance with Standards B. WAC 173-216-110 C. Other applicable regulations S8. DISCHARGES TO 303(d) OR TMDL WATERBODIES A. Sampling and Numeric Effluent Limits For Certain Discharges to 303(d) -listed Waterbodies Construction Stornnt'a.ter General Permit Page 23 1. Permittees who discharge to segments of waterbodies listed as impaired by the State of Washington under Section 303(d) of the Clean Water Act for turbidity, fine sediment, high pH, or phosphorus, must conduct water quality sampling according to the requirements of this section, and Special Conditions S4.C.2.b-f and S4.C.3.b-d, and must comply with the applicable numeric effluent limitations in S8.0 and S8.D. 2. All references and requirements associated with Section 303(d) of the Clean Water Act mean the most cuirent listing by Ecology of impaired waters (Category 5) that exists on January 1, 2016, or the date when the operator's complete permit application is received by Ecology, whichever is later. B. Limits on Coverage for New Discharges to TMDL or 303(d) -listed Waters Operators of construction sites that discharge to a TMDL or 303(d) -listed waterbody are not eligible for coverage under this permit unless the operator: 1. Prevents exposing stormwater to pollutants for which the waterbody is impaired, and retains documentation in the SWPPP that details procedures taken to prevent exposure on site; or 2. Documents that the pollutants for which the waterbody is impaired are not present at the site, and retains documentation of this finding within the SWPPP; or 3. Provides Ecology with data indicating the discharge is not expected to cause or contribute to an exceedance of a water quality standard, and retains such data on site with the SWPPP. The operator must provide data and other technical information to Ecology that sufficiently demonstrate: a. For discharges to waters without an EPA -approved or -established TMDL, that the discharge of the pollutant for which the water is impaired will meet in - stream water quality criteria at the point of discharge to the waterbody; or b. For discharges to waters with an EPA -approved or -established TMDL, that there is sufficient remaining wasteload allocation in the TMDL to allow construction stormwater discharge and that existing dischargers to the waterbody are subject to compliance schedules designed to bring the waterbody into attainment with water quality standards. Operators of construction sites are eligible for coverage under this permit if Ecology issues permit coverage based upon an affirmative determination that the discharge will not cause or contribute to the existing impairment. C. Sampling and Numeric Effluent Limits for Discharges to Water Bodies on the 303(d) List for Turbidity, Fine Sediment, or Phosphorus 1. Permittees who discharge to segments of water bodies on the 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus must conduct turbidity sampling in accordance with Special Condition S4.C.2 and comply with either of the numeric effluent limits noted in Table 5 below. Construction Stormwater General Permit Page 74 2. As an alternative to the 25 NTUs effluent limit noted in Table 5 below (applied at the point where stormwater [or authorized non-stormwater] is discharged off-site), Permittees may choose to comply with the surface water quality standard for turbidity. The standard is: no more than 5 NTUs over background turbidity when the background turbidity is 50 NTUs or less, or no more than a 10% increase in turbidity when the background turbidity is more than 50 NTUs. In order to use the water quality standard requirement, the sampling must take place at the following locations: a. Background turbidity in the 303(d) -listed receiving water immediately upstream (upgradient) or outside the area of influence of the discharge. b. Turbidity at the point of discharge into the 303(d) -listed receiving water, inside the area of influence of the discharge. 3. Discharges that exceed the numeric effluent limit for turbidity constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition S5.F. Table 5: Turbidity, Fine Sediment & Phosphorus Sampling and Limits for 303(d) -Listed Waters Parameter identified in 303(d) listing Parameter Sampled Unit Analytical Method Sampling Frequency Numeric Effluent Limit' • Turbidity • Fine Sediment • Phosphorus Turbidity NTU SM2130 Weekly, if discharging 25 NTUs, at the point where stormwater is discharged from the site; OR In compliance with the surface water quality standard for turbidity (S8.C.2.a) 'Permittees subject to a numeric effluent limit for turbidi y may, at their discretion, choose either numeric effluent limitation based on site-specific considerations including, but not limited to, safety, access and convenience. D. Discharges to Water Bodies on the 303(d) List for High pH 1. Permittees who discharge to segments of water bodies on the 303(d) list (Category 5) for high pH must conduct pH sampling in accordance with the table below, and comply with the numeric effluent limit of pH 6.5 to 8.5 su (Table 6). . Construction. Storm water General Permit Page 25 Table 6: pH Sampling and Limits for 303(d) -Listed Waters Parameter identified in , 303(d) listing Parameter Sampled/Units Analytical , Method Sampling Frequency Numeric Effluent Limit High pH pH /Standard Units pH meter Weekly, if discharging In the range of 6.5 — 8.5 2. At the Permittee's discretion, compliance with the limit shall be assessed at one of the following locations: a. Directly in the 303(d) -listed waterbody segment, inside the immediate area of influence of the discharge; or b. Alternatively, the Permittee may measure pH at the point where the discharge leaves the construction site, rather than in the receiving water. 3. Discharges that exceed the numeric effluent limit for pH (outside the range of 6.5 — 8.5 su) constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition S5.F. E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or Another Pollution Control Plan 1. Discharges to a waterbody that is subject to a Total Maximum Daily Load (TMDL) for turbidity, fine sediment, high pH, or phosphorus must be consistent with the TMDL. Refer to http://www.ecy.wa.gov/programs/wq/tmdl/ TMDLsbyWria/TMDLbyWria.html for more information on TMDLs. a. Where an applicable TMDL sets specific waste load allocations or requirements for discharges covered by this permit, discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. i. The Permittee must sample discharges weekly or as otherwise specified by the TMDL to evaluate compliance with the specific waste load allocations or requirements. ii. Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges, but has not identified specific requirements, Construction Stonnwater General Permit Page 26 compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. c. Where an applicable TMDL has not specified a waste load allocation for construction stormwater discharges, but has not excluded these discharges, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. d. Where an applicable TMDL specifically precludes or prohibits discharges from construction activity, the operator is not eligible for coverage under this permit. 2. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus that is completed and approved by EPA before January 1, 2016, or before the date the operator's complete permit application is received by Ecology, whichever is later. TMDLs completed after the operator's complete permit application is received by Ecology become applicable to the Permittee only if they are imposed through an administrative order by Ecology, or through a modification of permit coverage. S9. STORMWATER POLLUTION PREVENTION PLAN The Permittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan (SWPPP) for construction activity in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. A. The Permittee's SWPPP must meet the following objectives: 1. To implement best management practices (BMPs) to prevent erosion and sedimentation, and to identify, reduce, eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality, ground water quality, or sediment management standards. 3. To control peak volumetric flow rates and velocities of stormwater discharges. B. General Requirements 1. The SWPPP must include a narrative and drawings. All BMPs must be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative must include documentation to explain and justify the pollution prevention decisions made for the project. Documentation must include: a. Information about existing site conditions (topography, drainage, soils, vegetation, etc.). b. Potential erosion problem areas. c. The 13 elements of a SWPPP in Special Condition S9.D.1-13, including BMPs used to address each element. Co77stri.Rcilon Stormr«cr,ter Ge;rercr.. Permit Page 27 d. Construction phasing/sequence and general BMP implementation schedule. e. The actions to be taken if BMP performance goals are not achieved—for example, a contingency plan for additional treatment and/or storage of stormwater that would violate the water quality standards if discharged. f Engineering calculations for ponds, treatment systems, and any other designed structures. When a treatment system requires engineering calculations, these calculations must be included in the SWPPP. Engineering calculations do not need to be included in the SWPPP for treatment systems that do not require such calculations. 2. The Permittee must modify the SWPPP if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is, or would be, ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The Permittee must then: a. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the inspection or investigation. b. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than 10 days from the inspection or investigation. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10 -day response period. c. Document BMP implementation and maintenance in the site log book. The Permittee must modify the SWPPP whenever there is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. C. Stormwater Best Management Practices (BMPs) BMPs must be consistent with: 1. Stormwater Management Manual for Western Washington (most current approved edition at the time this permit was issued), for sites west of the crest of the Cascade Mountains; or 2. Stormwater Management Manual for Eastern Washington (most current approved edition at the time this permit was issued), for sites east of the crest of the Cascade Mountains; or 3. Revisions to the manuals listed in Special Condition S9.C.1. & 2., or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention, that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230; or Construction Stormwater General Permit Page 28 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level of pollution prevention, compared to the applicable Stormwater Management Manuals, including: a. The technical basis for the selection of all stormwater BMPs (scientific, technical studies, and/or modeling) that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AKART requirements and the applicable federal technology-based treatment requirements under 40 CFR part 125.3. D. SWPPP — Narrative Contents and Requirements The Permittee must include each of the 13 elements below in Special Condition S9.D.1-13 in the narrative of the SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits a. Before beginning land -disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. b. Retain the duff layer, native topsoil, and natural vegetation in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access a. Limit construction vehicle access and exit to one route, if possible. b. Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking sediment onto roads. c. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (for example, during wet weather). Remove sediment from roads by shoveling, sweeping, or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.D.2.d. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. 3. Control Flow Rates a. Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the Coustruetion Stormwater General Permit Page 29 velocity and peak volumetric flow rate of stormwater runoff from the project site, as required by local plan approval authority. b. Where necessary to comply with Special Condition S9.D.3.a, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvements (for example, impervious surfaces). c. If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. 4. Install Sediment Controls The Permittee must design, install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum, the Permittee must design, install and maintain such controls to: a. Construct sediment control BMPs (sediment ponds, traps, filters, infiltration facilities, etc.) as one of the first steps in grading. These BMPs must be functional before other land disturbing activities take place. b. Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard of Special Condition S9.D.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off -channel areas or drainages. e. Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration, unless infeasible. f. Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide n Construction��tornawater• General Permit Page 30 (PAM), the early application of gravel base on areas to be paved, and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. c. The Permittee must control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location of the project, the Permittee must not allow soils to remain exposed and unworked for more than the time periods set forth below to prevent erosion: West of the Cascade Mountains Crest During the dry season (May 1 - September 30): 7 days During the wet season (October 1 - April 30): 2 days East of the Cascade Mountains Crest, except for Central Basin* During the dry season (July 1 September 30): 10 days During the wet season (October 1 - June 30): 5 days The Central Basin*, East of the Cascade Mountains Crest During the dry season (July 1 - September 30): 30 days During the wet season (October 1 - June 30): 15 days *Note: The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. e. The Permittee must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. f. The Permittee must stabilize soil stockpiles from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. g. The Permittee must minimize the amount of soil exposed during construction activity. h. The Permittee must minimize the disturbance of steep slopes. i. The Permittee must minimize soil compaction and, unless infeasible, preserve topsoil. 6. Protect Slopes a. The Permittee must design and construct cut -and -fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (for example, track walking). Construction Stormwate- General Permit Page 3 i b. The Permittee must divert off-site stormwater (run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. c. At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. West of the Cascade Mountains Crest: Temporary pipe slope drains must handle the peak 10 -minute flow rate from a Type 1A, 10 -year, 24-hour frequency storm for the developed condition. Alternatively, the 10 -year, 1 -hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped area." ii. East of the Cascade Mountains Crest: Temporary pipe slope drains must handle the expected peak flow rate from a 6 -month, 3 -hour storm for the developed condition, referred to as the short duration storm. d. Place excavated material on the uphill side of trenches, consistent with safety and space considerations. e. Place check dams at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain Inlets a. Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. b. Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). 8. Stabilize Channels and Outlets a. Design, construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: i. West of the Cascade Mountains Crest: Channels must handle the peak 10 -minute flow rate from a Type 1 A, 10 -year, 24-hour frequency storm for the developed condition. Alternatively, the 10 -year, 1 -hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land Construction Stormwater General Permit Page 32 cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the WWHM to predict flows, bare soil areas should be modeled as "landscaped area." ii. East of the Cascade Mountains Crest: Channels must handle the expected peak flow rate from a 6 -month, 3 -hour storm for the developed condition, referred to as the short duration storm. b. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches at the outlets of all conveyance systems. 9. Control Pollutants Design, install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. The Permittee must: a. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stormwater. b. Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double - walled tanks do not require additional secondary containment. c. Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. d. Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer with local sewer district approval. e. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. f. Use BMPs to prevent contamination of stormwater runoff by pH -modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, recycled concrete stockpiles, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete Construction. Stormwater General Permit Page 33 g. pumping and mixer washout waters. (Also refer to the definition for "concrete wastewater" in Appendix A --Definitions.) Adjust the pH of stormwater or authorized non-stormwater if necessary to prevent an exceedance of groundwater and/or surface water quality standards. h. Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete truck drums or concrete handling equipment onto the ground, or into storm drains, open ditches, streets, or streams. Washout of concrete handling equipment may be disposed of in a designated concrete washout area or in a formed area awating concrete where it will not contaminate surface or ground water. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge directly to groundwater or surface waters of the State is prohibited. Do not wash out to formed areas awaiting LID facilities. i. Obtain written approval from Ecology before using any chemical treatment, with the exception of CO2 or dry ice used to adjust pH. Uncontaminated water from water -only based shaft drilling for construction of building, road, and bridge foundations may be infiltrated provided the wastewater is managed in a way that prohibits discharge to surface waters. Prior to infiltration, water from water -only based shaft drilling that comes into contact with curing concrete must be neutralized until pH is in the range of 6.5 to 8.5 (su). J. 10. Control Dewatering a. Permittees must discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. b. Permittees may discharge clean, non -turbid dewatering water, such as well - point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Special Condition S9.D.8, provided the dewatering flow does not cause erosion or flooding of receiving waters. Do not route clean dewatering water through stormwater sediment ponds. Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. c. Other dewatering treatment or disposal options may include: i. Infiltration. ii. Transport off site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. Construction Storrnwater General Permit Page 34 iii. Ecology -approved on-site chemical treatment or other suitable treatment technologies (see S9.D.9.i. regarding chemical treatment written approval). iv. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. v. Use of a sedimentation bag with discharge to a ditch or swale for small volumes of localized dewatering. d. Permittees must handle highly turbid or contaminated dewatering water separately from stormwater. 11. Maintain BMPs a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. • b. Permittees must remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. b. Inspection and monitoring — Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with Special Condition S4. c. Maintaining an updated construction SWPPP — Maintain, update, and implement the SWPPP in accordance with Special Conditions S3, S4 and S9. 13. Protect Low Impact Development (LID) BMPs The primary purpose of LID BMPs/On-site LID Stormwater Management BMPs is to reduce the disruption of the natural site hydrology. LID BMPs are permanent facilities. a. Permittees must protect all Bioretention and Rain Garden facilities from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden facilities. Restore the facilities to their fully functioning condition if they accumulate sediment during construction. Restoring the facility must include removal of sediment and any sediment -laden Bioretention/Rain Garden soils, and replacing the removed soils with soils meeting the design specification. Ca,=7st; ucti-on Stormwater General Permit Page 35 b. Permittees must maintain the infiltration capabilities of Bioretention and Rain Garden facilities by protecting against compaction by construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. c. Permittees must control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements. Do not allow muddy construction equipment on the base material or pavement. Do not allow sediment -laden runoff onto permeable pavements. d. Permittees must clean permeable pavements fouled with sediments or no longer passing an initial infiltration test using local stormwater manual methodology or the manufacturer's procedures. e. Permittees must keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. E. SWPPP — Map Contents and Requirements The Permittee's SWPPP must also include a vicinity map or general location map (for example, a USGS quadrangle map, a portion of a county or city map, or other appropriate map) with enough detail to identify the location of the construction site and receiving waters within one mile of the site. The SWPPP must also include a legible site map (or maps) showing the entire construction site. The following features must be identified, unless not applicable due to site conditions: 1. The direction of north, property lines, and existing structures and roads. 2. Cut and fill slopes indicating the top and bottom of slope catch lines. 3. Approximate slopes, contours, and direction of stormwater flow before and after major grading activities. 4. Areas of soil disturbance and areas that will not be disturbed. 5. Locations of structural and nonstructural controls (BMPs) identified in the SWPPP. 6. Locations of off-site material, stockpiles, waste storage, borrow areas, and vehicle/equipment storage areas. 7. Locations of all surface water bodies, including wetlands. 8. Locations where stormwater or non-stormwater discharges off-site and/or to a surface waterbody, including wetlands. 9. Location of water quality sampling station(s), if sampling is required by state or local permitting authority. Constu cticStor•rnaia:a.ter General Permit Page 36 10. Areas where final stabilization has been accomplished and no further construction - phase permit requirements apply. 11. Location or proposed location of LID facilities. S10. NOTICE OF TERMINATION A. The site is eligible for termination of coverage when it has met any of the following conditions: 1. The site has undergone final stabilization, the Permittee has removed all temporary BMPs (except biodegradable BMPs clearly manufactured with the intention for the material to be left in place and not interfere with maintenance or land use), and all stormwater discharges associated with construction activity have been eliminated; or 2. All portions of the site that have not undergone final stabilization per Special Condition S 10.A.1 have been sold and/or transferred (per General Condition G9), and the Permittee no longer has operational control of the construction activity; or 3. For residential construction only, the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is eligible for termination, the Permittee must submit a complete and accurate Notice of Termination (NOT) form, signed in accordance with General Condition G2, to: Department of Ecology Water Quality Program — Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 When an electronic termination form is available, the Permittee may choose to submit a complete and accurate Notice of Termination (NOT) form through the Water Quality Permitting Portal rather than mailing a hardcopy as noted above. The termination is effective on the thirty-first calendar day following the date Ecology receives a complete NOT form, unless Ecology notifies the Permittee that the termination request is denied because the Permittee has not met the eligibility requirements in Special Condition S 10.A. Permittees are required to comply with all conditions and effluent limitations in the permit until the permit has been terminated. Permittees transferring the property to a new property owner or operator/Permittee are required to complete and submit the Notice of Transfer form to Ecology, but are not required to submit a Notice of Termination form for this type of transaction. Construction. Stormwater General Permit Page 37 GENERAL CONDITIONS Gl. DISCHARGE VIOLATIONS All discharges and activities authorized by this general permit must be consistent with the terms and conditions of this general permit. Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general permit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications must bear a certification of correctness to be signed: 1. In the case of corporations, by a responsible corporate officer;. 2. In the case of a partnership, by a general partner of a partnership; 3. In the case of sole proprietorship, by the proprietor; or 4. In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official. B. All reports required by this permit and other information requested by Ecology (including NOIs, NOTs, and Transfer of Coverage forms) must be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: 1. The authorization is made in writing by a person described above and submitted to Ecology. 2. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility, such as the position of plant manager, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters. C. Changes to authorization. If an authorization under paragraph G2.B.2 above is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph G2.B.2 above must be submitted to Ecology prior to or together with any reports, information, or applications to be signed by an authorized representative. D. Certification. Any person signing a document under this section must make the following certification: "I certify under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information submitted is, to the best of my Construction Sto, nivater General Per•niit Page 38 knowledge and belief, true, accurate, and complete. I am aware, that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." G3. RIGHT OF INSPECTION AND ENTRY The Permittee must allow an authorized representative of Ecology, upon the presentation of credentials and such other documents as may be required by law: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy — at reasonable times and at reasonable cost — any records required to be kept under the terms and conditions of this permit. C. To inspect — at reasonable times — any facilities, equipment (including monitoring and control equipment), practices, methods, or operations regulated or required under this permit. D. To sample or monitor — at reasonable times — any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act. G4. GENERAL PERMIT MODIFICATION AND REVOCATION This permit may be modified, revoked and reissued, or terminated in accordance with the provisions of Chapter 173-226 WAC. Grounds for modification, revocation and reissuance, or termination include, but are not limited to, the following: A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. B. When effluent limitation guidelines or standards are promulgated pursuant to the CWA or Chapter 90.48 RCW, for the category of dischargers covered under this permit. C. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved, or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.21B RCW and Chapter 173-226 WAC, the Director may terminate coverage for any discharger under this permit for cause. Cases where coverage may be terminated include, but are not limited to, the following: A. Violation of any term or condition of this permit. B. Obtaining coverage under this permit by misrepresentation or failure to disclose fully all relevant facts. C017StrUCtini1 StOimwaterGeiie,al Permit Page 39 C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E. A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. F. Nonpayment of permit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. G. Failure of the Permittee to satisfy the public notice requirements of WAC 173-226- 130(5), when applicable. The Director may require any discharger under this permit to apply for and obtain coverage under an individual permit or another more specific general permit. Permittees who have their coverage revoked for cause according to WAC 173-226-240 may request temporary coverage under this permit during the time an individual permit is being developed, provided the request is made within ninety (90) days from the time of revocation and is submitted along with a complete individual permit application form. G6. REPORTING A CAUSE FOR MODIFICATION The Permittee must submit a new application, or a supplement to the previous application, whenever a material change to the construction activity or in the quantity or type of discharge is anticipated which is not specifically authorized by this permit. This application must be submitted at least sixty (60) days prior to any proposed changes. Filing a request for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations. G8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specified expiration date of this permit. The Permittee must reapply using the electronic application form (NOI) available on Ecology's website. Permittees unable to submit electronically (for example, those who do not have an internet connection) must contact Ecology to request a waiver and obtain instructions on how to obtain a paper NOI. Department of Ecology Water Quality Program - Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 Cornstruction Stormwater ater General Permit Page 40 G9. TRANSFER OF GENERAL PERMIT COVERAGE Coverage under this general permit is automatically transferred to a new discharger, including operators of lots/parcels within a common plan of development or sale, if: A. A written agreement (Transfer of Coverage Form) between the current discharger (Permittee) and new discharger, signed by both parties and containing a specific date for transfer of permit responsibility, coverage, and liability (including any Administrative Orders associated with the Permit) is submitted to the Director; and B. The Director does not notify the current discharger and new discharger of the Director's intent to revoke coverage under the general permit. If this notice is not given, the transfer is effective on the date specified in the written agreement. When a current discharger (Permittee) transfers a portion of a permitted site, the current discharger must also submit an updated application form (NOI) to the Director indicating the remaining permitted acreage after the transfer. G10. REMOVED SUBSTANCES The Permittee must not re -suspend or reintroduce collected screenings, grit, solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of stormwater to the final effluent stream for discharge to state waters. G11. DUTY TO PROVIDE INFORMATION The Permittee must submit to Ecology, within a reasonable time, all information that Ecology may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The Permittee must also submit to Ecology, upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)]. G12. OTHER REQUIREMENTS OF 40 CFR All other requirements of 40 CFR 122.41 and 122.42 are incorporated in this permit by reference. G13. ADDITIONAL MONITORING Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrative order or permit modification. G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS Any person who is found guilty of willfully violating the terms and conditions of this permit shall be deemed guilty of a crime, and upon conviction thereof shall be punished by a fine of up to ten thousand dollars ($10,000) and costs of prosecution, or by imprisonment at the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. Construction Stor;Ti'''mer General Permit Page i Any person who violates the terms and conditions of a waste discharge permit shall incur, in addition to any other penalty as provided by law, a civil penalty in the amount of up to ten thousand dollars ($10,000) for every such violation. Each and every such violation shall be a separate and distinct offense, and in case of a continuing violation, every day's continuance shall be deemed to be a separate and distinct violation. G15. UPSET Definition — "Upset" means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based permit effluent limitations if the requirements of the following paragraph are met. A Permittee who wishes to establish the affirmative defense of upset must demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: 1) an upset occurred and that the Permittee can identify the cause(s) of the upset; 2) the permitted facility was being properly operated at the time of the upset; 3) the Permittee submitted notice of the upset as required in Special Condition S5.F, and; 4) the Permittee complied with any remedial measures required under this permit. In any enforcement proceeding, the Permittee seeking to establish the occurrence of an upset has the burden of proof. G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort, or any exclusive privilege. G17. DUTY TO COMPLY The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application. G18. TOXIC POLLUTANTS The Permittee must comply with effluent standards or prohibitions established under Section 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish those standards or prohibitions, even if this permit has not yet been modified to incorporate the requirement. COM 21Ctton Stormwater crier Genies al Permit Page 42 G19. PENALTIES FOR TAMPERING The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this condition, punishment shall be a fine of not more than $20,000 per day of violation, or imprisonment of not more than four (4) years, or both. G20. REPORTING PLANNED CHANGES The Permittee must, as soon as possible, give notice to Ecology of planned physical alterations, modifications or additions to the permitted construction activity. The Permittee should be aware that, depending on the nature and size of the changes to the original permit, a new public notice and other permit process requirements may be required. Changes in activities that require reporting to Ecology include those that will result in: A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). B. A significant change in the nature or an increase in quantity of pollutants discharged, including but not limited to: for sites 5 acres or larger, a 20% or greater increase in acreage disturbed by construction activity. C. A change in or addition of surface water(s) receiving stormwater or non-stormwater from the construction activity. D. A change in the construction plans and/or activity that affects the Permittee's monitoring requirements in Special Condition S4. Following such notice, permit coverage may be modified, or revoked and reissued pursuant to 40 CFR 122.62(a) to specify and limit any pollutants not previously limited. Until such modification is effective, any new or increased discharge in excess of permit limits or not specifically authorized by this permit constitutes a violation. G21. REPORTING OTHER INFORMATION Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to Ecology, it must promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five (45) days prior to commencement of such discharges, of any facility expansions, production increases, or other planned changes, such as process modifications, in the permitted facility or activity which may result in noncompliance with permit limits or conditions. Any maintenance of facilities, which might necessitate Construction ti'tormwater Genera. Permit Page 43 unavoidable interruption of operation and degradation of effluent quality, must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT Any discharger authorized by this permit may request to be excluded from coverage under the general permit by applying for an individual permit. The discharger must submit to the Director an application as described in WAC 173-220-040 or WAC 173-216-070, whichever is applicable, with reasons supporting the request. These reasons will fully document how an individual permit will apply to the applicant in a way that the general permit cannot. Ecology may make specific requests for information to support the request. The Director will either issue an individual permit or deny the request with a statement explaining the reason for the denial. When an individual permit is issued to a discharger otherwise subject to the construction stormwater general permit, the applicability of the construction stormwater general permit to that Permittee is automatically terminated on the effective date of the individual permit. G24. APPEALS A. The terms and conditions of this general permit, as they apply to the appropriate class of dischargers, are subject to appeal by any person within 30 days of issuance of this general permit, in accordance with Chapter 43.21B RCW, and Chapter 173-226 WAC. B. The terms and conditions of this general permit, as they apply to an individual discharger, are appealable in accordance with Chapter 43.21B RCW within 30 days of the effective date of coverage of that discharger. Consideration of an appeal of general permit coverage of an individual discharger is limited to the general permit's applicability or nonapplicability to that individual discharger. C. The appeal of general permit coverage of an individual discharger does not affect any other dischargers covered under this general permit. If the terms and conditions of this general permit are found to be inapplicable to any individual discharger(s), the matter shall be remanded to Ecology for consideration of issuance of an individual permit or permits. G25. SEVERABILITY The provisions of this permit are severable, and if any provision of this permit, or application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. G26. BYPASS PROHIBITED A. Bypass Procedures Bypass, which is the intentional diversion of waste streams from any portion of a treatment facility, is prohibited for stormwater events below the design criteria for Con.ctruction Stw inwater General Permit Page 44 stormwater management. Ecology may take enforcement action against a Permittee for bypass unless one of the following circumstances (1, 2, 3 or 4) is applicable. 1. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit limits or conditions. Bypass is authorized if it is for essential maintenance and does not have the potential to cause violations of limitations or other conditions of this permit, or adversely impact public health. 3. Bypass of stormwater is unavoidable, unanticipated, and results in noncompliance of this permit. This bypass is permitted only if: a. Bypass is unavoidable to prevent loss of life, personal injury, or severe property damage. "Severe property damage" means substantial physical damage to property, damage to the treatment facilities which would cause them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. b. There are no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, maintenance during normal periods of equipment downtime (but not if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance), or transport of untreated wastes to another treatment facility. c. Ecology is properly notified of the bypass as required in Special Condition S5.F of this permit. 4. A planned action that would cause bypass of stormwater and has the potential to result in noncompliance of this permit during a storm event. The Permittee must notify Ecology at least thirty (30) days before the planned date of bypass. The notice must contain: a. A description of the bypass and its cause. b. An analysis of all known alternatives which would eliminate, reduce, or mitigate the need for bypassing. c. A cost-effectiveness analysis of alternatives including comparative resource damage assessment. d. The minimum and maximum duration of bypass under each alternative. e. A recommendation as to the preferred alternative for conducting the bypass. Construction Sto mwate/ Genera/ Permit Page 4 f. The projected date of bypass initiation. g. A statement of compliance with SEPA. h. A request for modification of water quality standards as provided for in WAC 173-201A-110, if an exceedance of any water quality standard is anticipated. i. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the bypass. 5. For probable construction bypasses, the need to bypass is to be identified as early in the planning process as possible. The analysis required above must be considered during preparation of the Stormwater Pollution Prevention Plan (SWPPP) and must be included to the extent practical. In cases where the probable need to bypass is determined early, continued analysis is necessary up to and including the construction period in an effort to minimize or eliminate the bypass. Ecology will consider the following before issuing an administrative order for this type bypass: a. If the bypass is necessary to perform construction or maintenance -related activities essential to meet the requirements of this permit. b. If there are feasible alternatives to bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, stopping production, maintenance during normal periods of equipment down time, or transport of untreated wastes to another treatment facility. c. If the bypass is planned and scheduled to minimize adverse effects on the public and the environment. After consideration of the above and the adverse effects of the proposed bypass and any other relevant factors, Ecology will approve, conditionally approve, or deny the request. The public must be notified and given an opportunity to comment on bypass incidents of significant duration, to the extent feasible. Approval of a request to bypass will be by administrative order issued by Ecology under RCW 90.48.120. B. Duty to Mitigate The Permittee is required to take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment. Construction Stormwater General .hermit Page 46 APPENDIX A — DEFINITIONS AKART is an acronym for "all known, available, and reasonable methods of prevention, control, and treatment." AKART represents the most current methodology that can be reasonably required for preventing, controlling, or abating the pollutants and controlling pollution associated with a discharge. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus, which was completed and approved by EPA before January 1, 2016, or before the date the operator's complete permit application is received by Ecology, whichever is later. Applicant means an operator seeking coverage under this permit. Benchmark means a pollutant concentration used as a permit threshold, below which a pollutant is considered unlikely to cause a water quality violation, and above which it may. When pollutant concentrations exceed benchmarks, corrective action requirements take effect. Benchmark values are not water quality standards and are not numeric effluent limitations; they are indicator values. Best Management Practices (BMPs) means schedules of activities, prohibitions of practices, maintenance procedures, and other physical, structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BMPs include treatment systems, operating procedures, and practices to control: stormwater associated with construction activity, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. Buffer means an area designated by a local jurisdiction that is contiguous to and intended to protect a sensitive area. Bypass means the intentional diversion of waste streams from any portion of a treatment facility. Calendar Day A period of 24 consecutive hours starting at 12:00 midnight and ending the following 12:00 midnight. Calendar Week (same as Week) means a period of seven consecutive days starting at 12:01 a.m. (0:01 hours) on Sunday. Certified Erosion and Sediment Control Lead (CESCL) means a person who has current certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology (see BMP C160 in the SWMM). Chemical Treatment means the addition of chemicals to stormwater and/or authorized non- stormwater prior to filtration and discharge to surface waters. Clean Water Act (CWA) means the Federal Water Pollution Control Act enacted by Public Law 92-500, as amended by Public Laws 95-217, 95-576, 96-483, and 97-117; USC 1251 et seq. Combined Sewer means a sewer which has been designed to serve as a sanitary sewer and a storm sewer, and into which inflow is allowed by local ordinance. Construction Stormwater General Permit Page 17 Common Plan of Development or Sale means a site where multiple separate and distinct construction activities may be taking place at different times on different schedules and/or by different contractors, but still under a single plan. Examples include: 1) phased projects and projects with multiple filings or lots, even if the separate phases or filings/lots will be constructed under separate contract or by separate owners (e.g., a development where lots are sold to separate builders); 2) a development plan that may be phased over multiple years, but is still under a consistent plan for long-term development; 3) projects in a contiguous area that may be unrelated but still under the same contract, such as construction of a building extension and a new parking lot at the same facility; and 4) linear projects such as roads, pipelines, or utilities. If the project is part of a common plan of development or sale, the disturbed area of the entire plan must be used in determining permit requirements. Composite Sample means a mixture of grab samples collected at the same sampling point at different times, formed either by continuous sampling or by mixing discrete samples. Maybe "time -composite" (collected at constant time intervals) or "flow -proportional" (collected either as a constant sample volume at time intervals proportional to stream flow, or collected by increasing the volume of each aliquot as the flow increases while maintaining a constant time interval between the aliquots. Concrete Wastewater means any water used in the production, pouring and/or clean-up of concrete or concrete products, and any water used to cut, grind, wash, or otherwise modify concrete or concrete products. Examples include water used for or resulting from concrete truck/mixer/pumper/tool/chute rinsing or washing, concrete saw cutting and surfacing (sawing, coring, grinding, roughening, hydro -demolition, bridge and road surfacing). When stormwater comingles with concrete wastewater, the resulting water is considered concrete wastewater and must be managed to prevent discharge to waters of the State, including ground water. Construction Activity means land disturbing operations including clearing, grading or excavation which disturbs the surface of the land. Such activities may include road construction, construction of residential houses, office buildings, or industrial buildings, site preparation, soil compaction, movement and stockpiling of topsoils, and demolition activity. Contaminant means any hazardous substance that does not occur naturally or occurs at greater than natural background levels. See definition of "hazardous substance" and WAC 173-340-200. Contaminated Groundwater means groundwater which contains contaminants, pollutants, or hazardous substances that do not occur naturally or occur at levels greater than natural background. Contaminated Soil means soil which contains contaminants, pollutants, or hazardous substances that do not occur naturally or occur at levels greater than natural background. Demonstrably Equivalent means that the technical basis for the selection of all stormwater BMPs is documented within a SWPPP, including: 1. The method and reasons for choosing the stormwater BMPs selected. Construction Storinivater General Permit Page 48 2. The pollutant removal performance expected from the BMPs selected. 3. The technical basis supporting the performance claims for the BMPs selected, including any available data concerning field performance of the BMPs selected. 4. An assessment of how the selected BMPs will comply with state water quality standards. 5. An assessment of how the selected BMPs will satisfy both applicable federal technology- based treatment requirements and state requirements to use all known, available, and reasonable methods of prevention, control, and treatment (AKART). Department means the Washington State Department of Ecology. Detention means the temporary storage of stormwater to improve quality and/or to reduce the mass flow rate of discharge. Dewatering means the act of pumping ground water or stormwater away from an active construction site. Director means the Director of the Washington State Department of Ecology or his/her authorized representative. Discharger means an owner or operator of any facility or activity subject to regulation under Chapter 90.48 RCW or the Federal Clean Water Act. Domestic Wastewater means water carrying human wastes, including kitchen, bath, and laundry wastes from residences, buildings, industrial establishments, or other places, together with such ground water infiltration or surface waters as may be present. Ecology means the Washington State Department of Ecology. Engineered Soils means the use of soil amendments including, but not limited, to Portland cement treated base (CTB), cement kiln dust (CKD), or fly ash to achieve certain desirable soil characteristics. Equivalent BMPs means operational, source control, treatment, or innovative BMPs which result in equal or better quality of stormwater discharge to surface water or to ground water than BMPs selected from the SWMM. Erosion means the wearing away of the land surface by running water, wind, ice, or other geological agents, including such processes as gravitational creep. Erosion and Sediment Control BMPs means BMPs intended to prevent erosion and sedimentation, such as preserving natural vegetation, seeding, mulching and matting, plastic covering, filter fences, sediment traps, and ponds. Erosion and sediment control BMPs are synonymous with stabilization and structural BMPs. Federal Operator is an entity that meets the definition of "Operator" in this permit and is either any department, agency or instrumentality of the executive, legislative, and judicial branches of Construction Stormrwater General Permit Page 49 the Federal government of the United States, or another entity, such as a private contractor, performing construction activity for any such department, agency, or instrumentality. Final Stabilization (same as fully stabilized or full stabilization) means the establishment of a permanent vegetative cover, or equivalent permanent stabilization measures (examples of permanent non -vegetative stabilization methods include, but are not limited to riprap, gabions or geotextiles) which prevents erosion. Ground Water means water in a saturated zone or stratum beneath the land surface or a surface waterbody. Hazardous Substance means any dangerous or extremely hazardous waste as defined in RCW 70.105.010 (5) and (6), or any dangerous or extremely dangerous waste as designated by rule under chapter 70.105 .RCW; any hazardous substance as defined in RCW 70.105.010(10) or any hazardous substance as defined by rule under chapter 70.105 RCW; any substance that, on the effective date of this section, is a hazardous substance under section 101(14) of the federal cleanup law, 42 U.S.C., Sec. 9601(14); petroleum or petroleum products; and any substance or category of substances, including solid waste decomposition products, determined by the director by rule to present a threat to human health or the environment if released into the environment. The term hazardous substance does not include any of the following when contained in an underground storage tank from which there is not a release: crude oil or any fraction thereof or petroleum, if the tank is in compliance with all applicable federal, state, and local law. Injection Well means a well that is used for the subsurface emplacement of fluids. (See Well.) Jurisdiction means a political unit such as a city, town or county; incorporated for local self- government. National Pollutant Discharge Elimination System (NPDES) means the national program for issuing, modifying, revoking and reissuing, terminating, monitoring, and enforcing permits, and imposing and enforcing pretreatment requirements, under sections 307, 402, 318, and 405 of the Federal Clean Water Act, for the discharge of pollutants to surface waters of the State from point sources. These permits are referred to as NPDES permits and, in Washington State, are administered by the Washington State Department of Ecology. Notice of Intent (NOI) means the application for, or a request for coverage under this general permit pursuant to WAC 173-226-200. Notice of Termination (NOT) means a request for termination of coverage under this general permit as specified by Special Condition S10 of this permit. Operator means any party associated with a construction project that meets either of the following two criteria: • The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or Construction Stoimwater General Permit Page 50 • The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a SWPPP for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWPPP or comply with other permit conditions). Permittee means individual or entity that receives notice of coverage under this general permit. pH means a liquid's measure of acidity or alkalinity. A pH of 7 is defined as neutral. Large variations above or below this value are considered harmful to most aquatic life. pH Monitoring Period means the time period in which the pH of stormwater runoff from a site must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. Point Source means any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, and container from which pollutants are or may be discharged to surface waters of the State. This term does not include return flows from irrigated agriculture. (See Fact Sheet for further explanation.) Pollutant means dredged spoil, solid waste, incinerator residue, filter backwash, sewage, garbage, domestic sewage sludge (biosolids), munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial, municipal, and agricultural waste. This term does not include sewage from vessels within the meaning of section 312 of the CWA, nor does it include dredged or fill material discharged in accordance with a permit issued under section 404 of the CWA. Pollution means contamination or other alteration of the physical, chemical, or biological properties of waters of the State; including change in temperature, taste, color, turbidity, or odor of the waters; or such discharge of any liquid, gaseous, solid, radioactive or other substance into any waters of the State as will or is likely to create a nuisance or render such waters harmful, detrimental or injurious to the public health, safety or welfare; or to domestic, commercial, industrial, agricultural, recreational, or other legitimate beneficial uses; or to livestock, wild animals, birds, fish or other aquatic life. Process Wastewater means any water which, during manufacturing or processing, comes into direct contact with or results from the production or use of any raw material, intermediate product, finished product, byproduct, or waste product. If stormwater commingles with process wastewater, the commingled water is considered process,wastewater. Receiving Water means the waterbody at the point of discharge. If the discharge is to a storm sewer system, either surface or subsurface, the receiving water is the waterbody to which the storm system discharges. Systems designed primarily for other purposes such as for ground water drainage, redirecting stream natural flows, or for conveyance of irrigation water/return flows that coincidentally convey stormwater are considered the receiving water. Constrr.rctiorr Stofrniva.ter General Permit Page 5 Representative means a stormwater or wastewater sample which represents the flow and characteristics of the discharge. Representative samples may be a grab sample, a time - proportionate composite sample, or a flow proportionate sample. Ecology's Construction Stormwater Monitoring Manual provides guidance on representative sampling. Responsible Corporate Officer for the purpose of signatory authority means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy- or decision-making functions for the corporation, or (ii) the manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures (40 CFR 122.22). Sanitary Sewer means a sewer which is designed to convey domestic wastewater. Sediment means the fragmented material that originates from the weathering and erosion of rocks or unconsolidated deposits, and is transported by, suspended in, or deposited by water. Sedimentation means the depositing or formation of sediment. _ Sensitive Area means a waterbody, wetland, stream, aquifer recharge area, or channel migration zone. SEPA (State Environmental Policy Act) means the Washington State Law, RCW 43.21C.020, intended to prevent or eliminate damage to the environment. Significant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment; or an amount of a pollutant that has a reasonable potential to cause a violation of surface or ground water quality or sediment management standards. Significant Concrete Work means greater than 1000 cubic yards poured concrete or recycled concrete used over the life of a project. Significant Contributor of Pollutants means a facility determined by Ecology to be a contributor of a significant amount(s) of a pollutant(s) to waters of the State of Washington. Site means the land'or water area where any "facility or activity" is physically located or conducted. Source Control BMPs means physical, structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater. A few examples of source control Construction &ani rm,cater General Permit Page $2 BMPs are erosion control practices, maintenance of stormwater facilities, constructing roofs over storage and working areas, and directing wash water and similar discharges to the sanitary sewer or a dead end sump. Stabilization means the application of appropriate BMPs to prevent the erosion of soils, such as, temporary and permanent seeding, vegetative covers, mulching and matting, plastic covering and sodding. See also the definition of Erosion and Sediment Control BMPs. Storm Drain means any drain which drains directly into a storm sewer system, usually found along roadways or in parking lots. Storm Sewer System means a means a conveyance, or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, manmade channels, or storm drains designed or used for collecting or conveying stormwater. This does not include systems which are part of a combined sewer or Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. Stormwater means that portion of precipitation that does not naturally percolate into the ground or evaporate, but flows via overland flow, interflow, pipes, and other features of a stormwater drainage system into a defined surface waterbody, or a constructed infiltration facility. Stormwater Management Manual (SWMM) or Manual means the technical Manual published by Ecology for use by local governments that contain descriptions of and design criteria for BMPs to prevent, control, or treat pollutants in stormwater. Stormwater Pollution Prevention Plan (SWPPP) means a documented plan to implement measures to identify, prevent, and control the contamination of point source discharges of stormwater. Surface Waters of the State includes lakes, rivers, ponds, streams, inland waters, salt waters, and all other surface waters and water courses within the jurisdiction of the State of Washington. Temporary Stabilization means the exposed ground surface has been covered with appropriate materials to provide temporary stabilization of the surface from water or wind erosion. Materials include, but are not limited to, mulch, riprap, erosion control mats or blankets and temporary cover crops. Seeding alone is not considered stabilization. Temporary stabilization is not a substitute for the more permanent "final stabilization." Total Maximum Daily Load (TMDL) means a calculation of the maximum amount of a pollutant that a waterbody can receive and still meet state water quality standards. Percentages of the total maximum daily load are allocated to the various pollutant sources. A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. The TMDL calculations must include a "margin of safety" to ensure that the waterbody can be protected in case there are unforeseen events or unknown sources of the pollutant. The calculation must also account for seasonable variation in water quality. Construction Stormwater General Permit Page 53 Transfer of Coverage (TOC) means a request for transfer of coverage under this general permit as specified by General Condition G9 of this permit. Treatment BMPs means BMPs that are intended to remove pollutants from stormwater. A few examples of treatment BMPs are detention ponds, oil/water separators, biofiltration, and constructed wetlands. Transparency means a measurement of water clarity in centimeters (cm), using a 60 cm transparency tube. The transparency tube is used to estimate the relative clarity or transparency of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube. A transparency tube is sometimes referred to as a "turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units (NTUs) and measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant. See definition of "contaminant" and WAC 173-340-200. Waste Load Allocation (WLA) means the portion of a receiving water's loading capacity that is allocated to one of its existing or future point sources of pollution. WLAs constitute a type of water quality based effluent limitation (40 CFR 130.2[h]). Water -only Based Shaft Drilling is a shaft drilling process that uses water only and no additives are involved in the drilling of shafts for construction of building, road, or bridge foundations. Water quality means the chemical, physical, and biological characteristics of water, usually with respect to its suitability for a particular purpose. Waters of the State includes those waters as defined as "waters of the United States" in 40 CFR Subpart 122.2 within the geographic boundaries of Washington State and "waters of the State" as defined in Chapter 90.48 RCW, which include lakes, rivers, ponds, streams, inland waters, underground waters, salt waters, and all other surface waters and water courses within the jurisdiction of the state of Washington. Well means a bored, drilled or driven shaft, or dug hole whose depth is greater than the largest surface dimension. (See Injection well.) Wheel Wash Wastewater means any water used in, or resulting from the operation of, a tire bath or wheel wash (BMP C106: Wheel Wash), or other structure or practice that uses water to physically remove mud and debris from vehicles leaving a construction site and prevent track - out onto roads. When stormwater comingles with wheel wash wastewater, the resulting water is considered wheel wash wastewater and must be managed according to Special Condition S9.D.9. Construction Storrnrrater General Permit Paget APPENDIX B — ACRONYMS AKART All Known, Available, and Reasonable Methods of Prevention, Control, and Treatment BMP Best Management Practice CESCL Certified Erosion and Sediment Control Lead CFR Code of Federal Regulations CKD Cement Kiln Dust cm Centimeters CTB Cement -Treated Base CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ERTS Environmental Report Tracking System ESC Erosion and Sediment Control FR Federal Register LID Low Impact Development NOI Notice of Intent NOT Notice of Termination NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Unit RCW Revised Code of Washington SEPA _ State Environmental Policy Act SWMM Stormwater Management Manual SWPPP Stormwater Pollution Prevention Plan TMDL Total Maximum Daily Load UIC Underground Injection Control USC United States Code USEPA United States Environmental Protection Agency WAC Washington Administrative Code WQ Water Quality WWHM Western Washington Hydrology Model Construction Stormwater General Permit Page 55 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 21,2018 Carlos Arias 4G Development and Consulting, Inc. PO Box 270571 San Diego, CA 92198 RE: Request for Extension #1 Permit Number D17-0315 Dear Mr. Arias, This letter is in response to your written request for an extension to Permit D17-0315. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through November 28, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D17-0315 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Carlos Arias <carias@4gdev.com> Sent: Thursday, May 10, 2018 9:55 AM To: Rachelle Ripley Subject: Southcenter // Permit Extension Good morning Rachelle, As discussed, can you please help issue an extension for all of the permits listed below. We do not have a GC yet. They should be awarded the job by the end of this week. Please advise. Mechanical: M17-0176-- Plumbing: 17-0176Plumbing: PG17-0149 %- Electrical: EL17-0934 Development: # D17-0313 Demo Permit:_#D17-0315 Carlos Arias — Project Engineer 4G DEVELOPMENT AND CONSULTING, INC. P.O. Box 270571, San Diego, CA 92198 P (951) 970-9138 / F (866) 311-3658 Request for Extension # I Current Expiration Date: Extension Request: Approved for /j -d days — Denied (provide explanation) i Signature;' initials STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 • 360-407-6000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 April 19, 2018 Steve Schwartz Chick -fit -A, Inc. 15635 Alton Pkwy Ste 350 Irvine, CA 92618 RE: Coverage under the Construction Stormwater General Permit (CSWGP) Permit number: Site Name: Location: Disturbed Acres: WAR306466 Chick-fil-A Tukwila RECEIVED 17333 Soutbcenter Pkwy Tukwila, WA County: King i.1 MAY 01 2018 Dear Mr. Schwartz: TUKWILA, PUBLIC WORKS The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective April 19, 2018. Please retain this permit coverage letter as the official record of permit coverage for your site. Ecology has approved use of electronic formats as long as they are easily produced on your construction site. A mobile friendly copy of the CSWGP permit, permit forms, and information related to your permit can be viewed and downloaded at www.ecology.wa.gov/eCoverage- packet. Please contact your Permit Administrator, listed below, if you would like to receive a hard copy of the CSWGP. Please take time to read the entire permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Permittees submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from issuance date to termination). DMRs must be submitted electronically using Ecology's secure online system, WQWebDMR. To sign up for WQWebDMR go to www.ecy.wa.gov/programs/wq/permits/paris/webdmr.html. If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WOWebPortal@ecv.wa.gov. b17 -Q315 D17d.OSIS `Rt Steve Schwartz April 19, 2018 Page 2 Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit's applicability or non -applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21 B.001(2). For more information regarding your right to appeal, go to httDs://fortress.wa.gov/ecy/publications/SummaryPages/1710007.html to view Ecology's Focus Sheet: Appeal of General Permit Coverage. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact Evan Dobrowski of Ecology's Northwest Regional Office in Bellevue at evan.dobrowski@ecy.wa.gov, or (425) 649-7276. Questions or Additional Information Ecology is committed to providing assistance. Please review our web page at www.ecology.wa.gov/constructionstormwaterpermit. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, RaChelle Stane at rcIa461@ecy.wa.gov or (360) 407-6556. Vincent McGowan, Manager Program Development Services Section Water Quality Program (.0 DEVELOPMENT & CONSULTING, INC The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Correction Letter No. 2 for Development Permit Application No. D17-0315 (Demolition) dated March 23rd, 2018 from Bill Rambo, Permit Technician PROJECT: Chick-fil-A (Demolition) at 17333 Southcenter Parkway TL no. 262304-9066 2nd Review Comments PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1) Verify if Public Works fee estimate sheet is for demolition work only (including capping of utilities) and not for future Right -of -Way work. (See enclosed). Response: Fee estimates have been revised and submitted to Joanna Spencer. Estimates are also included in this submittal. 2) Sheet 1 of 1 (Sidewalk Detour Plan Sheet) — Provide four copies of this plan sheet — revised date 3/7/18. Response: (4) copies of sheet 1 of 1 (Sidewalk Detour Plan) provided with this submittal. 3) Sheet C1.0 of 16 (Cover Sheet) — Provide four copies of this plan sheet — revised date 2/26/18. Response: (4) copies provided of sheet C1.0 of 16 with this submittal. 4) Sheet C1.1 of 16 (TESC & Demolition Plan Sheet) — Provide four copies of this plan sheet — revised date 2/26/18. Response: (4) copies of C1.1 of 16 provided with this submittal. 5) Sheet C1.2 of 16 (TESC Notes & Details Sheet) — Provide four copies of this plan sheet — revised date 2/26/18. Response: (4) copies of C1.2 of 16 provided with this submittal. Public Works contacts for utility information: Ryan Larson, P.E. (Acting City Engineer / Senior Surface Water Engineer) City of Tukwila Public Works Department (206) 431-2456 ryan.larson@tukwilawa.gov Mike Cusick, P.E. (Senior Utilities Engineer) City of Tukwila Public Works Department (206) 431-2441 michael.cusick@tukwilawa.cov RECEIVED CITY OF TUKWIL A. APR 1 d 2018 PERMIT CENTER .ORRECTIQN _TR# 41` P.O. Box 270571 San Diego, CA 92198-2571 8-408-18 866-311-3658 Fax March 23, 2018 City of Tukwila Department of Community Development CARLOS ARIAS PO BOX 270571 SAN DIEGO, CA 92198 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D17-0315 CHICK-FIL-A - 17333 SOUTHCENTER PKWY Dear CARLOS ARIAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • PROJECT: Chick-fil-A (Demolition) at 17333 Southcenter Parkway TL no. 262304-9066 2nd Review Comments PERMIT NO: D17-0315 1. Verify if Public Works fee estimate sheet is for demolition work only (including capping of utilities) and not for future Right -of -Way work. (See enclosed.) 2. Sheet 1 of 1 (Sidewalk Detour Plan Sheet) — Provide four copies of this plan sheet — revised date 3/7/18. 3. Sheet C1.0 of 16 (Cover Sheet) — Provide four copies of this plan sheet — revised date 2/26/18. 4. Sheet C1.1 of 16 (TESC & Demolition Plan Sheet) — Provide four copies of this plan sheet — revised date 2/26/18. 5. Sheet C1.2 of 16 (TESC Notes & Details Sheet) — Provide four copies of this plan sheet — revised date 2/26/18. Public Works contacts for utility information: Ryan Larson, P.E. (Acting City Engineer / Senior Surface Water Engineer) City of Tukwila Public Works Department (206) 431-2456 ryan.larson@tukwilawa.gov Mike Cusick, P.E. (Senior Utilities Engineer) City of Tukwila Public Works Department (206) 431-2441 michael.cusick@tukwilawa.gov 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D17-0315 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DEVELOPMENT & CONSULTING, INC The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Correction Letter No. 1 for Development Permit Application No. D17-0315 (Demolition) dated January 17, 2018 from Bill Rambo, Permit Technician PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) If the existing sidewalk along Southcenter Pkwy is going to be demolished under this permit, please submit a traffic control plan per MUTCD showing temp. sidewalk closure and how the pedestrian traffic is going to be rerouted. Response: A traffic control sidewalk detour plan has been prepared per MUTCD and is included with this submittal. Temporary sidewalk closure and pedestrian detour route is shown. 2) Show the existing sanitary service line to the building and location where it needs to capped. Conduct a video test to determine location of sanitary side sewer. Response: Locating and a video test of the existing sanitary service line is currently being coordinated. This information will be provided to both the city and the contractor prior to construction. 3) Show location of the domestic water service capping. The burden cannot be put on the contractor. Demo note shall be modified; see attached markup. Response: The location of domestic water capping and ex deduct water meter is now shown and the demo note has been modified. 4) Show location of the fire prevention service to be capped (Demo note #11). Response: The location of fire prevention service capping has been shown (Demo note #3). 5) Submit copy of 10 -ft sanitary sewer easement per 6680143 and explain why it is to be vacated. Response: A copy of the 10 -ft sanitary sewer easement 6680143 has been included. Per Southcenter Parkway Extension record drawing UT23, dated 02/10, this section of existing 12" sanitary sewer was abandoned and replaced with a new alignment and easement. Sheet UT23 has been included. 6) Please enter site demo construction cost (storm drainage/erosion control, construction entrance, water, sewer, storm drainage lines capping, ped traffic control measures) on theRectawEtihe attached PW Bulletin A2, in order to determine PW permit fee. CITY OF TU K W I L A Response: See attached Type C Estimate Worksheet MAR 1 5 2018 7) Submit copy of Insurance Cert. naming the City of Tukwila as additional insuradtit-RMIT CENTER Response: This information will be provided to both the city and the contractor prior to construction. 8) Owner or contractor shall execute with notary the attached Hold Harmless Agreement for work inside the City right of way. One document can cover both permits, D17-0315 (demo) and D17- 0313 (new Bldg). CORR CTION Response: See attached Hold Harmless Agreement. LTR# P.O. Box 270571 San Diego, CA 92198-2571 858-408-1894 Office 866-311-3658 Fax P\'1Q22VS DEVELOPMENT & CONSULTING, INC 9) Submit contractor's information and copy of Tukwila business license for the contractor performing work inside the City right-of-way. Response: This information will be provided to both the city and the contractor prior to construction. 10) Submit access agreement(s) from adjacent property owners and permission to install temp erosion control measures on adjacent properties. Response: See attached 1) Easement Exhibit; 2) Survey; 3) Amendment of Easement; 4)Special Warranty Deed. 11) State in large bold letters on the drawing emergency contact person/firm and 24 hr phone number. Response: The emergency contact person and phone number has been included in large bold letters. See sheet C1.1. 12) Number and date all revisions. Response: All revisions have been clouded with a delta and the revision has been noted in the title block with a date. Redline Markup on TESC and Demolition Plan Sheet C11 of 16 for Development Permit Application No. D17-0315 (Demolition) Demo Callout #17 This meter serves property to North. This meter serves project area. Total 2 meters (Domestic meter & Irrigation Sewer Deduct. Main meter to be returned to City. Sewer Deduct meter owned by property owner. Response: Noted. The existing meters have been labeled. See sheet C1.1. Needs to be done by the developer prior to issuing the demo permit Response: Noted. The note has been updated. Show existing San Sewer Service to the Bldg and location where it shall be capped. Response: Noted. See comment response #2 above. Why this easement needs to vacated Response: See comment response #5 above. Private water main Response: Noted. A label has been added to the plan. Demo Callout #3 P.O. Box 270571 San Diego, CA 92198-2571 858-408-1894 Office 866-311-3658 Fax DEVELOPMENT & CONSULTING, INC DCVA is private owned by property owner. Response: Noted. Demo callout #3 has been updated. DEMOLITION CALLOUTS: is owned by private owner DDCVA Response: Noted. The note has been updated and shown as privately owned. P.O. Box 270571 San Diego, CA 92198-2571 858-408-1894 Office 866-311-3658 Fax January 17, 2018 City of Tukwila Department of Community Development CARLOS ARIAS PO BOX 270571 SAN DIEGO, CA 92198 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0315 CHICK-FIL-A - 17333 SOUTHCENTER PKWY Dear CARLOS ARIAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) If the existing sidewalk along Southcenter Pkwy is going to be demolished under this permit, please submit a traffic control plan per MUTCD showing temp. sidewalk closure and how the pedestrian traffic is going to be rerouted. 2) Show the existing sanitary service line to the building and location where it needs to capped. Conduct a video test to determine location of sanitary side sewer. 3) Show location of the domestic water service capping. The burden cannot be put on the contractor. Demo note shall be modified; see attached markup. 4) Show location of the fire prevention service to be capped (Demo note #11). 5) Submit copy of 10 -ft sanitary sewer easement per 6680143 and explain why it is to be vacated. 6) Please enter site demo construction cost (storm drainage/erosion control, construction entrance, water, sewer, storm drainage lines capping, ped traffic control measures) on the 1st page of the attached PW Bulletin A2, in order to determine PW permit fee. 7) Submit copy of Insurance Cert. naming the City of Tukwila as additional insured. 8) Owner or contractor shall execute with notary the attached Hold Harmless Agreement for work inside the City right of way. One document can cover both permits, D17-0315 (demo) and D17-0313 (new Bldg). 9) Submit contractor's information and copy of Tukwila business license for the contractor performing work inside the City right-of-way. 11) State in large bold letters on the drawing emergency contact person/firm and 24 hr phone number. 10) Submit access agreement(s) from adjacent property owners and permission to install temp erosion control measures on adjacent properties.11) Number and date all revisions. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, -10 C-4\11 Bill Rambo Permit Technician File No. D17-0315 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 'HERMIT CO4Rp COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0315 DATE: 04/19/18 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ 3.4\S Alitgi Public Works gi Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/19/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/17/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 ?EMIT COaPIp COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0315 DATE: 03/15/18 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit. Issued DEPARTMENTS: Building Division ❑ pM Coy Z 3 4)16 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/17/18 ❑ Approved with Conditions . ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW Ir Staff Initials: VVYG 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0315 DATE: 11/29/17 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # r after Permit Issued DEPARTMENTS: A►G !l�O\I1 Building Divisio 4fAk. LA1-13. Planning Division Fire Prevention GyvJjI f -Pu Tic Works Structural f. ❑ Permit Coordinator \Nt7 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/30/17 Structural Review Required REVIEWERc INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 12/28/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Review (ie: Zoning Issues) Notation: REVIEWERcS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Ct—I 7 - 8 --- Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PWXY Staff Initials: wu2 12/18/2013 City of Tukwila J REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/17/2018 Plan Check/Permit Number: D17-0315 ❑ Response to Incomplete Letter # xi Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Chick-fil-A Southcenter Parkway Project Address:17333 Southcenter Pkwv. Tukwila. WA Contact Person: Carlos Arias Phone Number: 951-970-9138 Summary of Revision: See attached response letter. EIVED CITY OF TUKWILA 208 PERMIT CFNTER Sheet Number(s): (4) Sidewalk Detour Plans; (4) C1.0; (4) C1.1; (4) C1.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: � ❑ Entered in TRAKiT on WAPermit Center\TemplatesWorms\Revision Submittal Formdoc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/13/2018 Plan Check/Permit Number: D17-0315 ❑ Response to Incomplete Letter # x ] Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Chick-fil-A Southcenter Parkway Project Address: 17333 Southcenter Pkwv. Tukwila. WA Contact Person: Carlos Arias Phone Number: 951-970-9138 Summary of Revision: See attached response letter. RECEIVED CITY OF TUKWILA MAR 15 2018 PERMIT CENTER Sheet Number(s): C1.1; C11 of 16 "Cloud" or highlight all areas of revision including date of rev ton Received at the City of Tukwila Permit Center bQy�: Entered in TRAKiT on �� S V W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 ENGINEERED STRUCTURES INC Received by L&I Effective date 08/29/2017 09/01/2016 Expiration date 09/01/2018 Insurance history Savings .................. _ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L &l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 365,998...-01 ............._......._...... Doing business as ENGINEERED STRUCTURES INC Estimated workers reported Quarter 1 of Year 2018 "31 to 50 Workers" L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................. No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 01/30/2018 Inspection no. 317947864 Location 1690 SE Harvest DR. Pullman, WA 99163 Inspection results date 06/23/2017 Inspection no. 317944700 Location 1400 164th St SW Lynnwood, WA 98087 Inspection results date 10/11/2016 Inspection no. 317942473 Location 2041 148th NE Bellevue, WA 98007 No violations No violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600574197&LIC=ENGINSI152K2&SAW= 6/6/2018 ENGINEERED STRUCTURES INC 1lone Espanol Contact Safety & Health Claims & Insurance A Washington State Department of ki Labor & Industries Page 1 of 3 Search L&I A -Z Index Help My 1.:&1 Workplace Rights ENGINEERED STRUCTURES INC Owner or tradesperson Principals C T CORPORATION SYSTEM, AGENT NELSON, NEIL WALTER, MEMBER HILL, THOMAS DEAN, MEMBER SHOCKLEY, ROB HAMILTON, MEMBER ECKHARDT, JAMES L, PRESIDENT (End: 11/22/2010) ECKHARDT, NELLIE R, VICE PRESIDENT (End: 11/22/2010) Doing business as ENGINEERED STRUCTURES INC WA UBI No. 600 574 197 3330 E LOUISE DRIVE, SUITE 300 MERIDIAN, ID 83642 208-362-3040 Business type Corporation Governing persons JAMES L ECKHARDT THOMAS D HILL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ENGINSI152K2 Effective — expiration 05/22/1985— 05/29/2020 Bond ................ Fidelity & Deposit Ins Co of Maryland Bond account no. 9140542 $12,000.00 Received by L&I Effective date 03/06/2015 03/01/2015 Expiration date Until Canceled Bond history Insurance National Union Fire Ins of PA Policy no. GL3292147 $1,000,000.00 Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detaii.aspx?UBI=600574197&LIC=ENGINSI152K2&SAW= 6/6/2018 GENERAL SITE NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE,- FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. GEOTECHNICAL REPORT NOTES: 1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS REPORTS: GEOTECHNICAL. ENGINEERING REPORT JOB NUMBER: 81175042 DATE: 11/17/2017 PREPARED BY: TERRACON CONSULTANTS, INC. 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. UTILITY CONTACT INFORMATION STORM DRAINAGE WATER SANITARY SEWER NATURAL GAS ELECTRIC WASTE TELEPHONE SERVICES (OTHERS AVAILABLE) TUKWILA PUBLIC WORKS 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 431-2442 TUKWILA SEWER UTILITY 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433-0179 PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98009 (888) 225-5773 WASTE MANAGEMENT (855) 885-9452 CENTURYLINK 100 CENTURYLINK DRIVE MONROE, LOUISIANA 71203 (866) 768-1847 COVER SHEET FOR C TUKWILA SEPARN E PERMIT REQUIRED FOR: [Mechanical (,'Electrical [4PIpmbing SECTION 26, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON deWrsrc-lu...a, PLANNING APPROVED 1�1 ch Rnges can be made. to MO ,t Ws without approval from MO Planning Division of DCD S01'08'20"W 12.00' NO1'08'20"E --- r---- -___ _- - 2.00�'51'40"E 38 S88'51'40"E 160.54' 'I, Ni 0 elf 1"=40, 0 20 40 80 111111111 All11111111111 0 N t S 51'40'W 3q:007: II 0 J xq aa. \\ 0 REVISIONS o changes >;fta RI he made to the scope of work t 1:i h t prtor approval of Iffr 17,3•Azic ,ls gill tcquire a new Wan submittal and may include additional plan review, fees. LEGEND: CURB AND GUTTER BARRIER CURB CONCRETE ASPHALT SAWCUT CONTOUR WATER WATER METER STORM SANITARY GAS POWER PAINT STRIPE TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN PROPOSED ----432----- W G P SANITARY SEWER CLEANOUT • CURB PAINT STRIPE CONCRETE CONTOUR WATER STORM TYPE 1 CATCH BASIN SANITARY SS MANHOLE GAS POWER OVERHEAD POWER UNDERGROUND GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE WATER LINE OH/UG TEL. LINE EXISTING 432- * -w- -w- -SD--- r - SS -- LUMINAIRE (LUM.) YARD LIGHT POWER METER POWER POLE JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS NOTED) GAS METER GAS VALVE WATER VALVE (WV) FIRE HYDRANT(FH) CONNECTION (FDC) WATER METER SIGN DIRECTIONAL ARROW BOLLARD CONIFEROUS TREE DECIDUOUS TREE 0 0 A. n. SITE INFORMATION EXISTING ON-SITE SURFACE AREAS TOTAL LOT AREA: 45,431 SF (1.04 AC) TOTAL SITE AREA: 47,861 SF (1.10 AC) TOTAL IMPERVIOUS: 41,733 SF (0.96 AC) PERVIOUS/LANDSCAPE AREA: 6,128 SF (0.14 AC) PROPOSED ON-SITE SURFACE AREAS TOTAL LOT AREA: 45,431 SF (1.04 AC) TOTAL SITE AREA: 47,861 SF (1.10 AC) TOTAL IMPERVIOUS: 38,210 SF (0.88 AC) TOTAL PERVIOUS/LANDSCAPE AREA: 9,651 SF (0.22 AC) HORIZONTAL DATUM - BASIS OF BEARINGS - NAD 83/91 NORTH 14'37'00" EAST AS MEASURED BETWEEN WSDOT MONUMENTS AND HC17-6. FILE COPY Permit N® d Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop conditions . _' ged: By: Date: City of Tukwila BUILDING DIVISION GP17005-349 VERTICAL DATUM - BASIS OF ELEVATIONS - NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 PER WSDOT MONUMENT GP17005-349, BEING A FOUND. 3 1/2"BRASS DISK WITH PUNCH IN CONCRETE SIDEWALK ON NORTH SIDE OF S. 178TH .ST. AND I -5 OVERPASS MONUMENTS FOUND MONUMENT IN CASE WITH BRASS IN LEAD DOWN 0.75' (EASTERLY OF TWO) FOUND MONUMENT IN CASE LEAD & TACK APPROX. 0.90' BELOW GRADE AT C/L SOUTHCENTER PKWY. PROPERTY ADDRESS 17333 SOUTHCENTER PARKWAY, TUKWILA, WA. 98188 FLOOD ZONE INFORMATION DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C0959F, PANEL 959 OF 1725 EFFECTIVE MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE (http://msc.fema.gov) ON FEBRUARY 17, 2017: ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAN. TAX ACCOUNT NUMBER: 262304-9066 LEGAL DESCRIPTION .SEE SHEET C1.2 ESTIMATED EARTHWORK QUANTITIES: CUT: 1,400 CY FILL: 600 CY NET: 800 CY (CUT) AREA TO BE DISTURBED = 1.10 AC EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. • INDEX OF C1.0 OF 16 C1.1 OF 16 C1.2 OF 16 02.0 OF 16 C2.1 OF 16 C3.0 OF 16 C3.1 OF 16 03.2 OF 16 C4.0 OF 16 C4.1 OF 16 C4.2 OF 16 04.3 OF 16 C4.4 OF 16 04.5 OF 16 C4.6 OF 16 50 OF 1 i SHEETS: - COVER SHEET - TESC AND DEMOLITION PLAN - TESC NOTES AND DETAILS - SITE PLAN - HORIZONTAL CONTROL PLAN - DRAINAGE PLAN - GRADING PLAN - UTILITY PLAN - CHICK-FIL-A SITE DETAILS - CHICK-FIL-A SITE DETAILS - CHICK-FIL-A SITE DETAILS - CHICK-FIL-A SITE DETAILS - DETAILS - DETAILS - NOTES AND DETAILS • 1 cn 0 '38" RT991.} 7' 1=92.47' Y REVIEWED FOR CODE COMPLIANCE APPROVED MAY 092018 Pa Wit City of Tukwila BUILDING DIVISION TA E ..0 V M ALTA SURVEY 1 OF 2 - ALTA NSPS LAND TITLE SURVEY COVER 2 OF 2 - ALTA NSPS LAND TITLE SURVEY MAP LANDSCAPE 1.0 6F 5 - 1.1 OF 5 - 1.2 OF 5 - 2.00F5- 2.1 OF5- LANDSCAPE PLAN LANDSCAPE NOTES AND DETAILS LANDSCAPE NOTES AND DETAILS IRRIGATION PLAN IRRIGATION NOTES AND DETAILS CLIENT CHICK-FIL-A 5200 RUFFINGTON ROAD ATLANTA, GEORGIA 30349 TEL: (404) 305-4407 CONTACT: STEVE SCHWARTZ EMAIL: STEVE.SCHWARTZ®CHICK-FIL-A.COM ARCHITECT CRHO, INC. 195 SOUTH C STREET SUITE 200 TUSTIN, CA. 92780 TEL: (714) 832-1834 FAX: (714) 832-1910 CONTACT: RUSSELL HATFIELD EMAIL: RUSSELL©CRHO.COM ENGINEER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251-8782 CONTACT: CHRIS JENSEN, P.E. OWEN B. HILLE, P.L.S. LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251-8782 CONTACT: JEFF \!ARLEY, R.L.A. SITE VICINITY MAP N.T.S. UPLAND DRIVE MIDLAND DRIVE TUKWILA, WASHINGTON RECEIVED APR 2 0 2018 • TUKWILA WORKS.. These plans have been reviewed by the Public Works Department for conformance with current. City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: _ By: b (008 Revisions: Mark Date By 02-26-2018 SN NOTIFICATION REQUIREMENT NOTE: PROPOSED DEVELOPMENT INCLUDES WORK ON ADJACENT PARCELS AND WITHIN A JOINT ACCESS EASEMENT. CONTRACTOR TO CONFIRM WITH 4G DEVELOPMENT AND CONSULTING, INC. (951-970-9138): AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT. SITE PLAN NOTE: SITE PLAN HAS BEEN PROVIDED BY CRHO, INC. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. MONUMENT DEMOLITION NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE e + .� 1111 WASHINGTON STREET S.E. P.O. BOX 47060 T R # OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 17333 SOUTHCENTER PKWY TUKWILA, WA SHEET TITLE Ca F3EI HEET TY OF TUKWILA w APR 1 d 2018 ERMIT CENTER VERSION: ISSUE DATE: Know what's below. Call before you dig. Dial 811 SITE VICINITY MAP N.T.S. MINKLER ROAD UPLAND DRIVE MIDLAND DRIVE TUKW LA, WASH TON R9-11 SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED BEYOND THE VITAMIN SHOPPE 17401 SOUTHCENTER PARKWAY SIDEWALK DETOUR PLAN FOR C TUKWILA SIDEWALK REMAINS OPEN SECTION 26, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON w ',•=0" 1 c3t_'[" 1 PROJECT SITE 40 20 0 40 80 SIDEWALK CLOSED BEYOND LAZBOY FUNITURE GALLERIES 17340 SOUTHCENTER PARKWAY Aro n.,“7......10"*"--...irArA 11i \iirldir ir iI'�• ii%////////I%////J%//�,//>!', SIDEWALK REMAINS OPEN 1" = 40' R9-11 SIDEWALK CLOSED AHEAD CROSS HERE ■ ■ WORK ZONE SOUTHCENTER PARKWAY (ARTERIAL) NO ROAD WORK M. EXISTING SIGNALIZED CROSSWALK APPROXIMATELY ±230' NORTH OF PROJECT LIMITS PEDESTRIAN CIRCULATION EXISTING SIGNALIZED CROSSWALK APPROXIMATELY ±600' SOUTH OF PROJECT LIMITS R9-9 MOUNTED ON TYPE 2 BARRIER ESTIMATED EARTHWORK QUANTITIES: CUT: 17 CY FILL: 2 CY NET: 15 CY (CUT) EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. REASONS FOR SIDEWALK DETOUR: 1. FRONTAGE IMPROVEMENTS, SIDEWALK DEMOLITION AND REPLACEMENT. WORK HOURS: M—F 8:00 PM — 5:00 AM FOR WORK WITHIN THE CITY RIGHT—OF—WAY SPECIAL NOTES: 1. CONTRACTOR SHALL PROVIDE WRITTEN ADVANCE NOTICE TO ALL PROPERTY OWNERS WITHIN 300 FEET OF THE WORK ZONE. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING PROPERTIES THROUGHOUT CONSTRUCTION. 3. CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY RESPONSE VEHICLES THROUGHOUT CONSTRUCTION. 4. THE CITY OF TUKWILA MAY REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES DEPENDING ON CONSTRUCTION CONDITIONS. 5. NO TRAVEL LANES LOCATED WITHIN THE PUBLIC RIGHT—OF—WAY SHALL TO BE TEMPORARILY CLOSED. ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: CHRIS JENSEN, P.E. GEOTECHNICAL REPORT NOTES: SOILS REPORTS: PREPARED BY: CONTACT: GEOTECHNICAL ENGINEERING REPORT JOB NUMBER: 81175042 DATE: 11/17/2017 TERRACON CONSULTANTS, INC. 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 DAVID A. BASKA, P.E. R9-9 MOUNTED ON TYPE 2 BARRIER LEGEND WORK ZONE UM 9 PEDESTRIAN CIRCULATION F PROPOSED WARNING SIGN BARRIER TYPE 2 MINKLER BLVD REVIEWED FOR CODE COMPLIANCE APPROVED MAY 092018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 17 2013 PERMIT CENTER Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION BY Revisions: Mark Date By 03-07-2018 SN AGENCY REVISIONS STORE SOUTHCENTER PKWY & MINKLER 17333 SOUTHCENTER PKWY TUKWILA, WA VERSION: ISSUE DATE: Job No. :16-105 Store :04094 Date . 2-27-18 Drawn By • SN Checked By: CRJ M N oo 0 N r` N N cnU- ly 0 0 I o x a) i M M 00 0 0 0 00 0 10' 1"=20' 20' 40' TEMPORARY ACCESS AGREEMENT SHALL BE SUBMITTED PRIOR TO,.- ISSUANCE O, -ISSUANCE OF DEMOLITION PERMI / 2 CATCH RIM = 12 N = 4,65 WER PITBOX TESC AND DEMOLITION PLAN FOR CHICK=FIL=A TUKWILA SECTION 26, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON POWER PANEL ON WALL POWER MANHOLE END OF EASEMENT REC. NO. 7911200472 A.P.N. 262304-9024 TR5 LLC N01'08'20"E 12.00' ' `00% PerAVALiiii (.54I 1 N 1►1/ll�n� �` -r All#A„Ikitriel pr. 101166..1* w w reimsmiiiimmiamar �' POWER -t..., .. ....ter..... , M r SDCO LIGHT BASE F GAS METER ON BLDG SHRUBBERY S01.08'20"W 12.00' STORM MANHOLE RIM = 25.26 8" CMP E= TOP CMP I 1.2" CLIC W . HEM :SAKI TEMPORARY ACCESS AGREEMENT SHALL BE SUBMITTED PRIOR TO ISSUANCE OF DEMOLITION PERMIT THRU DRIVEWAY JBOX V - j LIGHT I BASE I I I I I EXISTING BUILDING 17377 SOUTHCENTER BLVD. TUKWILA, WA 10' WATERLINE EASEMENT 20,195± S.F. PER REC. NO. 7703220818 II Ii II II II 24 HR EMERGENCY CONTACT: STEVE SCHWARTZ (303) 519-7206 CATCH BASIN RIM = 22.99 6" CONC E = 17.98 WV 1 These plans have been n ias::.T et1 by the Public Works Department for cons ace 1'tAx current City standards. Acceptance is saalbl,°ecit to errors aillsdl omissions which do not authorize violations •o'f adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector.. Date: e_ r By: 15' UTILITY EASEMENT PER 6343882 u N88'51' It } u 0"W 36.00' II NO CATCH BASIN RIM = 23.78 6" CPP N. = 21.78 6" CPP SW = 22.33 INVERT OF 15.85 TAKEN TO BOTTOM OF LARGE (30"+) RECESSED OPENING ON NORTH SIDE OF STRUCTURE (NOT ABLE TO VERIFY DIRECTIONS DUE TO STRUCTURE FULL OF STANDING WATER) (1 I1 / r'' f,, © o ,rya /iN_,459 / / WALL _y11 _____ ._ r ' e r GRAVEL ) - 1 / CATCH B RIM = 6" CONC ENE = FULL OF SL LOT LIGHT SSCO SEWER MANHOLE RIM = 31.51 8" CONC NW = 16.07 `8" CONC NW = 21.31 8" CONC SE = 17.41 1 CONC SSE = 20.16 CTR. 1.0' SOUTH 4 SD 7.9IN1 .61 6 I DGEI I II / I \I I y� I I \ I I I I I • I :. \ I PARKINI. STALL' I CONTRACTOR TO CAP EXISTING SANITARY SEWER SERVICE PER CITY OF TUKWILA REQUIREMENTS. A VIDEO TEST OF THE EXISTING SERVICE LINE SHALL BE PERFORMED PRIOR TO CONSTRUCTION TO VERIFY THE EXISTING LOCATION. A=5'20'39 R=991.37' L=92.4 CATCH BASIN RIM=23.34 12" D.I. SW = 21.10 15' UTILITY EASEMENT PER 6343881 10' SANITARY SEWER PER 6680143 TO BE RELINQUISHED CATCH BASIN RIM = 23.26 FULL OF SLUDGE 10' SANITARY SEWER PER 20100914000620 SEWER MANHOLE RIM = 23.72 24" CONC N = 13.02 24" CONC S = 13.12 12" CONC W = 13.22 CTR. 1.0' WEST CATCH BASIN RIM = 23.88 8" CONC SW = 22.23 - TESC LEGEND: 0 CATCH BASIN PROTECTION SILT FENCE LIMITS OF DISTURBANCE +•���:'��!�I•�! CONSTRUCTION ENTRANCE ASPHALT TO BE REMOVED CONCRETE TO BE REMOVED TEMPORARY CONSTRUCTION FENCE TREE TO REMAIN TREE TO BE REMOVED TEMPORARY "V" DITCH X X X X X X x ISM gli= 15=1 COMPOST SOCK SEWER MANHO E RIM = 28. 4 12" PVC S = 15.3 12" CONC a = 14.e9 12" CONC = 15.14 SS EGRES•. & EDE •'N EAStMENT ER RE.. 001060 0004 20 PAR ING STL STORM MANHOLE ""'-- W/TRATH RACK RIM = (12 8.78 I `5 I N. I��I a co I ~toI z� Nw aI INGRESS, EG EASEMENT PE NO. 9507210 ESS & REC.. 83 0 �TK& WA .1)1 a \ 41,(a'®�I�F S 18 SEDIMENT CONTROL NOTE: CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL BMP'S TO ENSURE THAT THE SITE CONTAINS ALL SURFACE STORM WATER RUNOFF AND SEDIMENT. THE PROPERTY SHALL BE BOUND BY SILT FENCE. A V -DITCH SHALL BE PLACED ALONG THE SOUTH, WEST, AND EAST PROPERTY LINE ADJACENT TO THE SILT FENCE AND ROUTED TO THE SEDIMENT TRAP. ADDITIONAL TESC CONTROL MAY BE REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS ONLY THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM WATER. CONTRACTOR MAY BE REQUIRED TO MODIFY OR IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT CONSTRUCTION. COVER MEASURES NOTE -9 (9,916'e9'1'r\ \'S9c4)3.' F\ N R I I IJ PRIVATE WATER MAIN FROM THIS POINT NORTH _._ _ (PER CITY OF TUKWILA P.W. DEPARTMENT) W W APPROXIMATE LIMITS OF DISTURBANCE CA • It tt, I Cr). It FND MONUMENT IN CASE LEAD Sc TACK APPROX 0.80' BELOW GRADE AT PI IN CA SOUTHCENTER PKWY w w__ w --w-- w U U, STORM MANHOLE 84" RIM = 30.46 36" D.I. S = 20.26 36 D.I. E = 20.16 A.P.N. 26231.-9067 CLPF-TUKWI A LP TEMPORARY ACCESS AGREEMENT SHALL BE SUBMITTED PRIOR TO ISSUANCE OF DEMOLITION PERMIT It It ti U It 5D --- CONTRACTOR SHALL UTILIZE PROPER COVER MEASURE BMP'S DURING SITE DEVELOPMENT IN ACCORDANCE WITH SWDM SECTION D.2.1.2 MULCHING SHALL BE UTILIZED ON DISTURBED AREAS THAT REQUIRE COVER FOR LESS THAN 30 DAYS IN ACCORDANCE WITH SWDM SECTION D.2.1.2.2. FOR MULCH MATERIALS, APPLICATION RATES, AND SPECIFICATIONS, SEE TABLE D.2.1.2.A. SHEET C1.2 DUST CONTROL NOTE: CONTRACTOR SHALL UTILIZE PROPER DUST CONTROL BMP'S DURING SITE DEVELOPMENT IN ACCORDANCE WITH SWDM SECTION D.2.1.8 TO PREVENT WIND TRANSPORT OF DUST FROM EXPOSED SURFACES. WATER SPRAY SHALL BE UTILIZED ON DISTURBED AREAS, FOR APPLICATION RATES, AND SPECIFICATIONS, SEE TABLE D.2.1.8.A. SHEET C1.2 FOR CITY OF TUKWILA STANDARD TESC NOTES SEE SHEET C1.2 1 STALL It STORM MANHOIF 60"-' II EROSION CONTROL CALLOUTS: 1. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 1/C1.2 2. CONTRACTOR TO INSTALL STORM DRAIN PROTECTION AT ALL EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 4/C1.2 3. CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER CITY OF TUKWILA STANDARDS. SEE DETAIL 2/C1.2 4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. 5. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP. CONTRACTOR TO INSTALL TEMPORARY SEDIMENT TRAM WITH A SURFACE AREA NO LESS THAN 720 SF PER DETAIL 3/C12. ADJUST LOCATION AS NECESSARY. 6. APPROXIMATE LOCATION OF TEMPORARY "V" DITCH PER DETAIL 5/C1.2 CK 7. CONTRACTOR TO INSTALL COMPOST SCAROUND PERIMETER OF SITE (PAVED AREAS) AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE. PER SWDM SECTION 0.2.1.3.6 STREE\' LIGHT` DEMOLITION CALLOUTS: 11 1. DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF OFF-SITE. 2. DEMOLISH EXISTING BUILDING AND APPuRTENANCES AND DISPOSE OF OFF-SITE, UNDER SEPARATE PERMIT. 3. CAP AT MAIN, REMOVE AND PRESERVE EXISTING DDCVA, PRIVATELY OWNED BY PROPERTY OWNER. 4. DEMOLISH EXISTING CURB AND DISPOSE OF OFF-SITE. 5. PROTECT EXISTING SANITARY SEWER. 6. DEMOLISH EXISTING ELECTRICAL SERVICE LINE. DISPOSE OF OFF-SITE. COORDINATE EXTENTS OF DEMO WITH PURVEYOR PRIOR TO DEMOLITION. 7. DEMOLISH EXISTING SIGN AND DISPOSE OF OFF-SITE (TYP). 8. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). ADJUST AS NECESSARY DURING CONSTRUCTION. SEE DETAIL 6/C1.2 9. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). ADJUST AS NECESSARY DURING CONSTRUCTION. 10. REMOVE EXISTING GAS METER AND SERVICE. COORDINATE EXTENT OF DEMOLITION WITH PURVEYOR. 11. PROTECT EXISTING UTILITY TO REMAIN. 12. PROTECT EXISTING FIRE HYDRANT. - CATCH BASIN RIM = 23.90 8" CONC NW = 22.35 13. REMOVE EXISTING TREE. 14. REMOVE EXISTING CONCRETE WHEEL STOPS. 15. REMOVE EXISTING LOT LIGHT. 16. PROTECT EXISTING LANDSCAPING TO REMAIN. REVIEWED FOR CODE COMPLIANCE , APPROVED MAY 0 9 2018 City of Tukwila BUILDING DIVISION 17. CAP AT MAIN, REMOVE EXISTING MAIN METER AND RETURN TO CITY OF TUKWILA PUBLIC WORKS DEPARTMENT. TRENCH EXISTING CONCRETE AND CURB AS NECESSARY. 18. REMOVE EXISTING IRRIGATION DEDUCT METER, PRIVATELY OWNED BY PROPERTY OWNER. - Know what's below. Call before you dig. Dial 811 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By 02-26-2018 SN AGENCY REVISIONS Mark Date By Mark Date By Seal 18215 72ND AVENUE SOUTH CD oo 02/26/2018 251-8782 FAX z Llj cr STORE SOUTHCENTER PKWY & MINKLER 17333 SOUTHCENTER PKWY TUKWILA WA SHEET TITLE -1510E)P 1/3EWILA DEMpLI I Pi‘ 17 2t313 PLAN PERMIT CENTER VERSION: ISSUE DATE: Job No. Store • 04094 Date Drawn By : Checked By: Lil 0 3/13/2018 9:41 SN CRJ a) oo cn 00 Sheet GINEER 1"=20' \\1\\\\\\\\\\\\\'\\`\\\\� %//// / ((// ///////1/1/1/A4# /fit/I (LOCO /f LIGHT 77/ BASE /. Q 5 I� J 4 / r za " I SC AND DEMOLITION PLAN FOR K-FIL4I T SECTION 26, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON SHRUBBERY U SO1'08'20"W 12.00' CONTRACTOR WILL COORDINATE TEMPORARY EASEMENT OR AGREEMENT WITH ADJACENT PROPERTY i OWNER PRIOR TO 12 N a CONSTRUCTION RIM 12" BASIN 27.15 CONC CATC POWER PANEL ON WALL POWER MANHOLE HYDRANT END OF EASEMENT REC. NO. 7911200472 A.P.N. 262304-9024 TR5 LLC NO1'08'20"E 12.00' GAS METER ON BLDG r STORM MANHOLE RIM = 25.26 8" CMP E = TOP CMP. 12•" • CONC W HEW :SAN 1 I ( THRU DRIVEWAY JBOX ///// -- Z77/I//!r , LIGHT . I1 § r -f"j BASE rItiCi ) J. 6,j 1// 7' ) I//.-, 7 fr/////c" I/f 3 PARKI G STALL 36.0' 11 II 11 II II CATCH BASIN RIM = 22.99 6" CONC E = 17.98 WV I EXISTING BUILDING 17377 SOUTHCENTER BLVD. TUKWILA, WA 10' WATERLINE EASEMENT PER REC. NO. 7703220818 0"W 36.00 iI ENE = CATCH B SDIN RIM = 7.91 6" CONC 6.61 I FULL OF SL DGE/ l I \ \/- / \ /\. / \ LOT / \ I LIGHT / X \ SSCO / / \ / I / ,1 SEWER MANHOLE' RIM = 31.51 8" CONC NW = 16.07 `$"CONC NW=21.31 8" CONC SE = 17.41 " CONC SSE = 20.16 CTR. 1.0' SOUTH R=991.37' L=92.4 15' UTILITY EASEMENT PER 6343882 CATCH BASIN RIM = 23.78 6" CPP N. = 21.78 6" CPP SW = 22.33 INVERT OF 15.85 TAKEN TO BOTTOM OF LARGE (30"+) RECESSED OPENING ON NORTH SIDE OF STRUCTURE (NOT ABLE TO VERIFY DIRECTIONS DUE TO STRUCTURE FULL OF STANDING WATER) CATCH BASIN RIM = 23.34 12" D.I. SW = 21.10 15' UTILITY EASEMENT PER 6343881 10' SANITARY SEWER PER 6680143 TO BE REUNQUISHED II II II u II 11 11 1 11 II ss .-„-- ss� WALL 4 PARKIN 1 GRAVEL I { I 4(7 / \ 1 / / STORM W%TRA RIM = INGRESS. EG EASEMENT P NO. 9507210 MANHOLE H RACK 8.78 ESS & REC. 83 TK& W 5 18 Q SEWER MAN OLE RI = 28.4 12 PVC S = 15.3 12" CONC = 14.:9 12" CONC = 15.14 SS EGRES. & EDE N EAS MENT ER RE NO, 001060 000 - 20 PAR INC ST•L CATCH BASIN RIM = 23.26 FULL OF SLUDGE -10' SANITARY SEWER PER 20100914000620 15%rNts> SWO1D5Pifi) sa24)r773 THE BL -06 ifND Loc�N�onl W Ke2E- iT sffilw BE cAyPEo SEWER MANHOLE RIM = 23.72 24" CONC N = 13.02 24" CONC S = 13.12 12" CONC W = 13.22 CTR. 1.0' WEST RIM = 23.88 8" CONC SW = 22.23 --FND MONUMENT IN CASE LEAD & TACK APPROX 0.80' BELOW GRADE AT PI IN C/L SOUTHCENTER PKWY �1\ F`99/O\ �sFZis9�1%\ \2`�90�'T'q'PJ-\ \ \4b ISI I \.I k. ! TESC LEGEND: C CATCH BASIN PROTECTION SILT FENCE LIMITS OF DISTURBANCE CONSTRUCTION ENTRANCE ASPHALT TO BE REMOVED 40°`9'3' • 0 o * CONCRETE TO BE REMOVED TEMPORARY CONSTRUCTION FENCE TREE TO REMAIN TREE TO BE REMOVED TEMPORARY "V" DITCH COMPOST SOCK SEDIMENT CONTROL NOTE: CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL BMP'S TO ENSURE THAT THE SITE CONTAINS ALL SURFACE STORM WATER RUNOFF AND SEDIMENT. THE PROPERTY SHALL BE BOUND BY SILT FENCE. A V -DITCH SHALL BE PLACED ALONG THE SOUTH, WEST, AND EAST PROPERTY LINE ADJACENT TO THE SILT FENCE AND ROUTED TO THE SEDIMENT TRAP. ADDITIONAL TESC CONTROL' MAY BE REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS ONLY THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM WATER. CONTRACTOR MAY BE REQUIRED TO MODIFY OR IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT CONSTRUCTION. COVER MEASURES NOTE: CONTRACTOR SHALL UTILIZE PROPER COVER MEASURE BMP'S DURING SITE DEVELOPMENT IN ACCORDANCE WITH SWDM SECTION D.2.1.2 APPROXIMATE LIMITS OF DISTURBANCE --- wrw---w---w---w,w \ CONTRACTOR WILL COORDINATE TEMPORARY EASEMENT OR AGREEMENT WITH ADJACENT PROPERTY OWNER PRIOR TO CONSTRUCTION SD ,^'.. AP/ SD LOT UGHT STORM MANHOLE 84" RIM = 30.46 36" D.I.S=20.26 36" D.I. E = 20.16 A.P.N. 2623906 CLPF-TUKWI LP MULCHING SHALL BE UTILIZED ON DISTURBED AREAS THAT REQUIRE COVER FOR LESS THAN 30 DAYS IN ACCORDANCE WITH SWDM SECTION D.2.1.2.2. FOR MULCH MATERIALS, APPLICATION RATES, AND SPECIFICATIONS, SEE TABLE D.2.1.2.A. SHEET C1.2 DUST CONTROL NOTE: CONTRACTOR SHALL UTILIZE PROPER DUST CONTROL BMP'S DURING SITE DEVELOPMENT IN ACCORDANCE WITH SWDM SECTION D.2.1.8 TO PREVENT WIND TRANSPORT OF DUST FROM EXPOSED SURFACES. WATER SPRAY SHALL BE UTILIZED ON DISTURBED AREAS, FOR APPLICATION RATES, AND SPECIFICATIONS, SEE TABLE D.2.1.8.A. SHEET C1.2 FOR CITY OF TUKWILA STANDARD TESC NOTES SEE SHEET C1.2 fr\ ---SD ---- SD^�- SS, GRESS & MENTl'ER REC. 95072P 0283 I STALL 'I 1 11 you 0 n EROSION CONTROL CALLOUTS: STORM MANHOI F 60" 1. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 1/C1.2 2. CONTRACTOR TO INSTALL STORM DRAIN PROTECTION AT ALL EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 4/C1.2 3. CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER CITY OF TUKWILA STANDARDS. SEE DETAIL 2/C1.2 4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. 5. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP. CONTRACTOR TO INSTALL TEMPORARY SEDIMENT TRAP WITH A SURFACE AREA NO LESS THAN 720 SF PER DETAIL 3/C1.2. ADJUST LOCATION AS NECESSARY. 6. APPROXIMATE LOCATION OF TEMPORARY "V" DITCH PER DETAIL 5/C1.2 7. CONTRACTOR TO INSTALL COMPOST SOCK AROUND PERIMETER OF SITE (PAVED AREAS) AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE. PER SWDM SECTIDN D.2.1.3.6 STREE LIGHT\ DEMOLITION CALLOUTS: 11 1. 1. DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF OFF-SITE. 2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF-SITE, UNDER SEPARATE PERMIT. 3. REMOVE AND PRESERVE EXISTING DDCV' TO BE RETURNED TO JURISDICTION. 15 oc..1 NEO Y 71't6 fgebSerti 4. DEMOLISH EXISTING CURB AND DISPOSE OF OFF-SITE. at! 5. PROTECT EXISTING SANITARY SEWER. 6. DEMOLISH EXISTING ELECTRICAL SERVICE LINE. DISPOSE OF OFF-SITE. COORDINATE EXTENTS OF DEMO WITH PURVEYOR PRIOR TO DEMOLITION. 7. DEMOLISH EXISTING SIGN AND DISPOSE OF OFF-SITE (TYP). 8. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). ADJUST AS NECESSARY DURING CONSTRUCTION. SEE DETAIL 6/C1.2 9. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). ADJUST AS NECESSARY DURING CONSTRUCTION. 10. REMOVE EXISTING GAS METER. COORDINATE EXTENT OF DEMOLITION WITH PURVEYOR. 11. PROTECT EXISTING UTILITY TO REMAIN. 12. PROTECT EXISTING FIRE HYDRANT. FQIA l CATCH BASIN RIM = 23.90 8" CONC NW = 22.35 13. REMOVE EXISTING TREE. RECEIVED CITY OF TUKWILA NOV 21 1011 PERMIT CENTER 14. REMOVE EXISTING CONCRETE WHEEL STOPS. 15. REMOVE EXISTING LOT LIGHT. 16. PROTECT EXISTING LANDSCAPING TO REMAIN. 17. CONTRACTOR TO CONFIRM LOCATION OF EXISTING METERS TO SITE AND COORDINATE REMOVAL AND/OR ABANDONMENT OF' SERVICES WITH CITY OF TUKWILA PUBLIC WORKS DEPARTMENT. 017wo.31E Know what's below. Call before.you dig. Dial 811 ENGINEER STORE SOUTHCENTER PKWY & MINKLER 17333 SOUTHCENTER PKWY TUKWILA, WA SHEET TITLE TESC AND DEMOLITION PLAN VERSION: ISSUE DATE: z cn a c N 0 0 N Job No. :16-105 Store : 04094 Date :11-20-17 Drawn By : SN Checked By: CRJ 01-04094—EN.dwg 5363\engineering y 0 0 0 a JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. MIX.X.111.11011111 MM If 1 Y.RRRYR RRYY RR ,�a M1.1"1.RY11••RR! U 2"X2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' SPACING MAY BE MINIMUM 4"x4" TRENCH POST INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE YI\ BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT K.C. FIG D.2.1.3.A SILT FENCE NOT TO SCALE =25' MIN. eckog) IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS 4"- 8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. K.C. FIG D.2.1.4.A STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE SURFACE AREA DETERMINED k' MIN. AT TOP OF WEIR 3.5'-5' L FLAT BOTTOM NOTE_ TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 1' MIN. 18" MIN. 1' MIN. OVERFLOW 1' MIN. 3/4"-1 1/2" WASHED GRAVEL DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER RIPRAP 2"-4" ROCK GEOTEXTILE CROSS SECTION 6' MIN. r✓"® 't NATIVE SOIL OR ,\ COMPACTED /j BACKFILL GEOTEXTILE SOLID WALLS v\r\/\r\r\r\/\r\/\r\/\r . r; TRAP OUTLET MIN.1 DEPTH 2"-4" ROCK MIN. 1' DEPTH 3/4"-1 1/2" WASHED GRAVEL K.C. FIG D.2.1.5.A SEDIMENT TRAP NOT TO SCALE CATCH BASIN GRATE FILTER MEDIA FOR DEWATERING$ POROUS BOTTOM NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, • THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. K.C. FIG D.2.1.5.F CATCH BASIN INSERT NOT TO SCALE TESC NOTES AND DETAILS FOR CHICK-FIL-A TUKWILA SECTION 26, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON TEMPORARY "V" DITCH NOT TO SCALE 1-5/8" O.D. GALVANIZED STRETCHER BAR (TYP) SADDLE CLAMP (TYP) / X\i\/i\!i\! \! \!\!i\ CONCRETE BLOCK MIN 80 LBS .\ 2" X 2" MESH, 11 GAUGE MIN PROVIDE SECURE ATTACHMENT AROUND ENTIRE FENCE PANEL TEMPORARY CONSTRUCTION FENCE NOT TO SCALE Straw- Air-dreed free from -undesirable seed and coarse material 2"-3" thick; a bales per 1 000 sf or`2-3 tons per acre Cost-effective protection when applied with adequate thickness. Hand -application generally requires greater thickness than blown straw. Straw should be crimped to avoid wind blow. The thickness of straw may reduced by half when used in conjunction with seeding; Wood Fiber Cellulose' Ne.,,growth inhibiting ''factors Approx. 25-30 lbs per 1 000 sf or 1500-2000 lbS per acre Shall be applied with hydrornulcher. Shall not be used: without seed and tackifier unless'; the application rate is at least doubled. Some wood fiber with very long fibers can' be effective at lower application rates and without seed or tackifier. Compost• No visible water or • dust:during handling: Must be, purchased'' from supplierWitl Solid; Waste Handling•, Perris t::. 2" thick min.;, approx. 100 tons per acre (approx; 1-.5 cubic foot"per square yard} More effective control can be obtained by increasing thickness to 3" (2.25 cubic feet per square yard). Excellent mulch for protecting final grades until; landscaping because it can be directly seeded or tilled Into soil as an amendment. Compost may not be used in Sensitive Lake7 basins unless analysis of 'the compost shows no phosphorous release. Hydraulic Matrices: {Bonded Fiber Matrix This mulch category includes hydraulic slurries composed of wood fiber," paper fiber or a combination of the twoheld together by a binding system. The BFM shall be a mixture of long, wood fibersand Various bending agents. - Apply titrates -front; 3,000.lbs per acre: to -4,000 lbs per, ecre-{and based on manufacturers; recommendations' The BFM shall not be applied immediately before. during or immediately after rainfall so that the matrix will have an opportunity to dry for 24 hours after installation. Application rates beyond 2,500 pounds may interfere with germination and are not usually recommended for turf establishment. BFM is generally a matrix where all fiber and binders are in one bag, rather than having to mix componentsfrom various manufacturers'to create a matrix. BMs can be installed via helicopter in remote areas. They are approximately $1,000per acre cheaper to install. Chipped Sae. Vegetation Average size shall b• e' several Inches. 2" minimum thickness This is a cost-effective way to dispose of debris from clearing and grubbing, and it eliminates the problems associated with burning. Generally, it should not be used on slopes above approx. 10% because of its tendencyto be transported by runoff. It is not recommended within 200 feet of surface waters. If seeding is expected shortly after mulch, the decomposition of the chipped vegetation may tie up nutrients important to grass establishment. RECOMMENDED. APPLICATION RATE W rr -Most commonly -used practice -Evaporates quickly -Lasts less than 1; day For all liquid agents: -Blade a small surface -Crown or slope surface to avoid pending -Compact soils if needed -Uniformly pre -wet at 0.03 `- 0.3 gal/sq yd Apply solution under pressure. Overlap solution 6 -.12 inches -Allow treated area to cure 0 -:4 hours -Compact area after curing -Apply second treatment before first treatment becomes ineffective 0.126 gal/sq yd every 20 to -30 minutes CITY OF TUKWILA GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCES OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1ST THROUGH SEPTEMBER 30TH, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1ST THROUGH APRIL 30TH, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES OF UNWORKED FOR MORE THAN 12 HOURS B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8TH, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PREFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURE, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM, DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTORS APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -BASED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PREFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WOTKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEED REPAIRS IMMEDIATELY. REVIEWED FOR CODE COMPLIANCE APPROVED t. MAY 092018 City of Tukwila BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissionswhich do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. By: 3y7 Date LEGAL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT FOR TITLE INSURANCE, THEIR ORDER NUMBER NCS -829787 -SD DATED DECEMBER 28, 2016 at 7:30 A.M.) PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SUBDIVISION DISTANT NORTH 00'50'36" EAST 819.01 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE NORTH 85'08'34" EAST 255.03 FEET TO THE CENTERLINE OF A RAILROAD EASEMENT DESCRIBED IN INSTRUMENT RECORDED NOVEMBER 9, 1977 UNDER RECORDING NO. 7711090221; THENCE NORTH 00'19'15" EAST ALONG SAID CENTERLINE 20.72 FEET TO A POINT OF CURVE; THENCE CONTINUING ALONG SAID CENTERLINE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 410.28 FEET THROUGH A CENTRAL ANGLE OF 33'24'54" AN ARC DISTANCE OF 239.28 FEET; THENCE LEAVING SAID CENTERLINE SOUTH 88'51'25" EAST A DISTANCE OF 34.64 FEET; THENCE SOUTH 01'08'35" WEST A DISTANCE OF 198.66 FEET; THENCE NORTH 86'40'03" EAST A DISTANCE OF 274.13 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE NORTH LINE OF SAID SUBDIVISION; THENCE WESTERLY ALONG SAID NORTH LINE TO THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG SAID WEST LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 8755'53" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION A DISTANCE OF 373.22 FEET TO A POINT THAT BEARS NORTH 87'55'53" WEST 286.00 FEET FROM THE CENTERLINE OF SOUTHCENTER PARKWAY AND THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 01'41'39" WEST 54.76 FEET; THENCE SOUTH 04'34'26" EAST 50.16 FEET; THENCE SOUTH 1728'30" EAST 33.38 FEET TO THE CENTERLINE OF A RAILROAD EASEMENT DESCRIBED IN INSTRUMENT RECORDED NOVEMBER 9, 1977 UNDER RECORDING NO. 7711090221; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 4701'11" EAST HAVING A RADIUS OF 410.28 FEET AN ARC DISTANCE OF 341.28 FEET THROUGH AN CENTRAL ANGLE OF 4739'34"; THENCE SOUTH 00'19'15" WEST ALONG SAID CENTERLINE A DISTANCE OF 20.72 FEET TO THE TERMINUS OF SAID DESCRIBED LINE; AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 8745'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTH 11'59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 830.58 FEET; THENCE CONTINUING ALONG SAID WEST MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 991.37 FEET AN ARC DISTANCE OF 227.28 FEET THROUGH A CENTRAL ANGLE OF 13'08'08"; THENCE NORTH 01'08'35" EAST ALONG SAID WEST MARGIN A DISTANCE OF 74.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88'51'25" WEST A DISTANCE OF 69.00 FEET; THENCE NORTH 01'08'35" EAST A DISTANCE OF 12.00 FEET; THENCE NORTH 88'51'25" WEST A DISTANCE OF 38.00 FEET; THENCE SOUTH 01'08'35" WEST A DISTANCE OF 12.00 FEET; THENCE NORTH 88'51'25" WEST A DISTANCE OF 195.64 FEET TO THE CENTER OF A RAILROAD EASEMENT; THENCE NORTHEASTERLY ALONG SAID RAILROAD EASEMENT ON A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 56'15'51" EAST HAVING A RADIUS OF 410.28 FEET AN ARC DISTANCE OF 102.00 FEET THROUGH A CENTRAL ANGLE OF 14'14'40"; THENCE NORTH 12'28'30" WEST A DISTANCE OF 33.38 FEET; THENCE NORTH 04'34'26" WEST A DISTANCE OF 50.16 FEET; THENCE NORTH 01'41'39" EAST A DISTANCE OF 54.76 FEET TO THE NORTH MARGIN OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 8755'53" EAST ALONG SAID NORTH MARGIN A DISTANCE OF 250.00 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01'08'35" WEST ALONG SAID WEST MARGIN A DISTANCE OF 211.33 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS PARCEL B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT RECORDED NOVEMBER 29, 1978 UNDER RECORDING NO. 7811290697); AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87'45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NOS. 6343862, 6343863, 6343865, 6343867 AND 6343868; THENCE NORTH 11'59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 830.58 FEET; THENCE CONTINUING ALONG SAID WEST MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 124.78 FEET THROUGH A CENTRAL ANGLE OF 0712'41" TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 86'40'03" WEST A DISTANCE OF 274.13 FEET; THENCE NORTH 01'08'35" EAST A DISTANCE OF 30.66 FEET; THENCE SOUTH 88'51'25" EAST A DISTANCE OF 272.38 FEET TO SAID WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTHERLY ALONG SAID WEST MARGIN ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 85'45'26" EAST HAVING A RADIUS OF 991.37 FEET AN ARC DISTANCE OF 9.31 FEET THROUGH A CENTRAL ANGLE OF 00'32'18" TO THE TRUE POINT OF BEGINNING. PARCEL B: EASEMENTS FOR ACCESS AND RECIPROCAL PARKING AS ESTABLISHED IN DOCUMENT RECORDED DECEMBER 29, 1989 RECORDING NOS. 8912290859 AND 8912290860 AS AMENDED UNDER RECORDING NO. 9507210283, RECORDED JULY 21, 1995, RECORDS OF KING COUNTY, WASHINGTON. PARCEL C: A NON EXCLUSIVE EASEMENTS FOR PARKING AND VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS AS ESTABLISHED BY EASEMENT AGREEMENT RECORDED JUNE 1, 2001 UNDER RECORDING NO. 20010601000466, RECORDS OF KING COUNTY, WASHINGTON. Revisions: Mark Date By 02-26-2018 SN 17333 SOUTHCENTER PKWY TUKWILA, WA cr 0 0 N N 0 w rn 0 o 0 0 0 co