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Home My WebLink AboutWWP2703473_1STATE 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 September 10, 2009 RECEIVED John Hobson City of Renton S E P 1 1 2009 1055 South Grady Way, 5th Floor CITY OF RENTON Renton, WA 98057 UTILITY SYSTEMS Dear Mr. Hobson: RE: Stormwater Discharge Permit Fee for: Permit Number: WAR011834 Site Name: Stonegate Lift Station Conveyance The Washington Department of Ecology is required by law to collect fees from all wastewater and/or storm water dischargers in the state that hold or apply for a discharge permit. The permit fee provisions of this law (RCW 90.48.465) are designed to fund Ecology's administration of the federal and state water quality wastewater pollution control regulatory program. As a result of this law, Ecology developed Chapter 173-224 WAC that establishes permit fees. This regulation was originally adopted in 1988 and undergoes an amendment every two years after public workshops and hearings are held around the state. Ecology last amended the fee regulation in August 2008. Your permit has an issuance date of September 2, 2009. This letter is meant to inform you what the annual fee and permit fee category will be for Fiscal Year 2010 (September 2, 2009 through June 30, 2010). An invoice is included in this packet. Fee Category: Stormwater - General Permit Coverage Subcategory: Construction Activities; < 5 acres disturbed area Disturbed Acres: 1.2 Annual Permit Fee: $ 454.00 Prorated Permit Fee: $374.40 Permit Fee Billing Ecology mails invoices directly to the permit holder on record. Construction stormwater permit holders are billed once per fiscal year usually during July. 1160 City of Renton Page 2 September 10, 2009 New permits issued after the beginning of the fiscal year (July 1) are invoiced within 10 days of the permit coverage. Nonpayment of Permit Fees Permit holders who do not pay the assessed permit fee by the billing due date are considered delinquent. Delinquent industrial permit holders are notified directly by Ecology that if payment is not received upon a specified date, the account will be turned over for collection. In addition, a surcharge of 20% is added to the delinquent amount owed to cover the cost of the collection action. Delinquent municipal permit holders are notified by Ecology that if payment is not submitted within 45 days, Ecology will begin proceedings to terminate the permit for nonpayment of fees. Permit CancellatiorVrermination Permit fees stop when the permit has been officially canceled or terminated by Ecology. If the construction activity has ceased and the site is stabilized, you need to submit a Notice of Termination to Ecology so a final inspection can be made and the permit terminated. Permit fees will continue until the permit is canceled regardless of when the permitted activity stopped. A Notice of Termination form can be found at the following website: http://www.ecy.wa.gov/biblio/ecy02O87/html Small Business/Extreme Hardship Fee Reductions To mitigate the impact of fees on small business, the fee regulation (WAC 173-224-090 - Small business fee reduction) contains criteria that will reduce a fee by 50% for small business and reduce a fee to $112 for a business granted an extreme hardship fee reduction. If you would like more information on what the criteria is and how to apply for these reductions, please contact Shirley Rollins at 360/407-7330 or email her at sro1461@ecv.wa.gov. Permit Fee Appeal Any permit holder not agreeing with the permit fee category and/or subcategory may file a written appeal to the department no later than the billing due date for payment of fees. Such appeal shall state the reasons the aggrieved person believes that the department's determination is contrary to the requirements of RCW 90.48.465, and specific actions that he/she is requesting that are consistent with those requirements. The department shall either issue a revised determination or a statement upholding the original determination. A revised determination shall be consistent with RCW 90.48.465. r City of Renton Page 3 September 10, 2009 Appeals should be addressed to: Washington Department of Ecology Attn: Bev Poston PO Box 47600 Olympia, WA 98504-7600. Ecology Permit Assistance Josh Klimek 360/407-7451 jokl461@ecy.wa.gov Kitsa , Pierce, City of Seattle, Thurston Counties Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Charles Gilman ch¢i4619ecy.wa.gov Grant, Lincoln, Pend Oreille, Skagit, Snohomish, Spokane, 360/407-6437 Stevens, Walla Walla, Whatcom, Whitman Counties Benton, Chelan, Clark, Clallam, Cowlitz, Douglas, Grays Joyce Smith josm461@ecy.wa.gov Harbor, Jefferson, Kittitas, Klickitat, Lewis, Mason, 360/407-6858 Okanogan, Pacific, Skamania, Wahkiakum, Yakima Counties Clay Keown 360/407-6408 ckeo461@ecy.wa.gov Kin(excluding City of Seattle), Island, San Juan Counties If you have questions regarding your permit, please contact your permit manager. If you have any questions regarding your fee assessment, please call me at (360) 407-6425 or e-mail me at bpos461@ecy.wa.gov. erely, Beverly A. Posto Fee Program Administrator Water Quality Program M RENEWAL APPLICATION General Permit to Discharge Stormwater Associated with I I II II II II I I I T °e'c"o'i`0 G Y Construction Activity Please correct and/or update information provided for your permit. Draw a line through incorrect information. Print legibly any new information. Please return this form to Ecology by April 1st, 2010 but no later than June 19th, 2010. rator/Permittee for the Facil Name: JOHN HOBSON Company: CITY OF RENTON Mailing Address: 1055 S GRADY WAY 5TH Universal Business Identifier (UBI): FLOOR (UBI is a nine -digit number used to identify a business entity. Write "none" if you do not have a UBI number.) Business Phone: 425.430.7212 City: RENTON State: WA Zip: 98057 E-mail: DCHRISTEN@RENTON.WA.GOV II. Site Information Permit number: WAR011834 1 Name of Project: STONEGATE LIFT STATION CONVEYANCE Site Address or Location description: NE 26TH ST & 148TH AVE SE City: RENTON I Zip:98059 I County: King III. Certification of Permittee "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 property gather and evaluate the information submitted. Based on my inquiry of the person or person ge the or those persons directly responsible for gathering the information, the information submitted is, to the best o y knowledge belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false informatio ,including thep6s#ility of fine.#nd imprisonment for knowing violations." Ope Title Date Federal regulations require this application is signed by one of the following: NNNNNNNNNNNNNNNNNNNN. For a corporation; by a principal executive officer of at least the level of vice president. 00000000000000000000. For a partnership or sole proprietorship; a general partner or the proprietor, respectively. PPPPPPPPPPPPPPPPPPPP. For a municipality, state, federal, or other public facility; either a principal executive officer or ranking elected official. 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 September 2, 2009 John Hobson City of Renton 1055 South Grady Way, Fifth Floor Renton, WA 98057 Dear Mr. Hobson: RE: Construction Stormwater General Permit Permit Number: WAR-011834 Site Name: Stonegate Lift Station Conveyance Location: NE 26th St & 148 h Ave SE Renton, WA King Disturbed Acres: 1.2 Receiving Water: May Creek R'cGEIVED SEP 0 US 2009 CITY OF RENTON UTILITY SYSTEMS The Washington Department of Ecology (Ecology) has reviewed your application for coverage under the Construction Stormwater General Permit, and has decided to issue permit coverage effective September 2, 2009. Please retain this permit coverage letter with your permit (enclosed), stormwater pollution prevention plan (SWPPP), and site log book. It is the official record of permit coverage for your site. This letter explains some of the new requirements in the new general permit for construction sites that disturb from one to less than five acres. Please take time to read the new permit, and contact Ecology if you have any questions. Inspections (Special Condition S4, pages 10-12 for additional information) • You must conduct weekly visual inspections of your site to ensure your best management practices (BMPs) are functioning properly. • A Certified Erosion and Sediment Control Lead (CESCL) must inspect your site. Ecology maintains a list of training classes to obtain CESCL certification on its website: h=://www.ecy.wa.goy/prograrns/wq/stonnwater/cescl.htm. • You must keep the inspection results in your site log book and make them available for Ecology or the local jurisdiction to review. You may use the enclosed inspection report template. You must keep these results in your site log book. Sampling and Analysis (Special Condition S4, pages 10-12 for additional information) • Operators of sites from one to less than five acres must sample stormwater discharges for turbidity using a turbidity meter or transparency tube, unless the discharge goes to an impaired waterbody Mr. Hobson Page 2 September 2, 2009 • Permittees must sample stormwater discharges for pH if the project involves any amount of engineered soils (cement treated base, cement kiln dust, fly ash, etc.) or over 1,000 cubic yards of poured or recycled concrete. • Permittees must sample stormwater discharges for pH if the project involves any amount of engineered soils (cement treated base, cement kiln dust, fly ash, etc.) or more than 1,000 cubic yards of poured and/or recycled concrete. • The permit sets benchmark (target) levels for turbidity, transparency, and pH. When discharge samples exceed a benchmark, you must follow additional permit requirements. • Submit all sampling data to Ecology each month on the enclosed discharge monitoring report (DMR). The DMR includes instructions on how to perform sampling and reporting. You must submit a DMR to Ecology even if you do not collect any samples. High Turbidity Phone Reporting (Special Condition SS.A, page 15 for more information) If your site discharges stormwater with a turbidity result greater than or equal to 250 NTUs, you must notify Ecology by phone within 24 hours. Call the Ecology regional office and state, "I'm reporting a high turbidity construction stormwater discharge of Loig sample result) NTUs." Include all of the following information in your phone message: 1. Your Name / Phone Number 4. Date / Time of Call 2. Permit Number 5. Date / Time of Sample 3. City / County of Project 6. Project Name Ecology Regional Office & Phone Number Northwest Region (Kitsap, Snohomish, Island, King, San Juan, Skagit, Whatcom): (425) 649-7000 Discharge Monitoring Reports (Special Condition SS.B, page for additional information) Permittees must submit DMRs to Ecology each month, even if there is no discharge to report. You must ensure that the DMRs arrive at Ecology by the 15t' of each month. Please plan accordingly to meet this requirement. Discharges to Impaired Waterbodies (Special Condition S9, pages 18-21 for additional information) If your site discharges into a water body that is on the impaired waterbodies list (i.e., the "303(d)" list) for turbidity, fine sediment, high pH, or phosphorus, you must sample for more parameters. Ecology will notify you if any additional sampling requirements apply- 2 Mr. Hobson Page 3 September 2, 2009 Stormwater Pollution Prevention Plan (Special Condition S9, pages 21-29 for additional information) + Each site must have a complete Stormwater Pollution Prevention Plan (SWPPP) on the site prior to the start of construction. This plan describes the erosion and sediment control measures used on the site to protect water quality. • Remember to keep your S WPPP updated. The permit contains specific timelines for SWPPP updates based on inspection results by the CECSL or Ecology inspector. Permit Transfer When you sell or transfer operational control of all, or a portion, of your site to one or more new operator(s), you must also transfer permit coverage. To transfer permit coverage, submit a Transfer of Coverage form to Ecology. You can download the form off our website listed at the end of this letter. Notice of Termination (Special Condition 510, page 29 for additional information) • You may request termination (cancel) when the site has undergone final stabilization with permanent vegetation or equivalent measures that prevent erosion or when all unstabilized portions of the site have been sold. • To request termination of permit coverage, submit a Notice of Termination (NOT) to Ecology. If you do not submit an NOT, you will remain responsible for permit compliance and permit fees. Appeal of Permit Coverage You may appeal the terms and conditions of a general permit, as they apply to an individual discharger, within 30 days of the effective date of coverage of that discharger (see Chapter 43.21B RCW). This appeal is limited to the general permit's applicability or non -applicability to a specific discharger. The Revised Code of Washington (RCW) 43.21.B310, contains the procedures and requirements for the appeal process. Appeals should be directed to: Pollution Control Hearings Board PO Box 40903 Olympia, Washington 98504-0903 Department of Ecology Appeals Coordinator P.O. Box 47608 Olympia, Washington 98504-7608 3 Mr. Hobson Page 4 September 2, 2009 Additional Information Ecology is committed to providing assistance to you. Please review our web page at http://www.ecy.wa.goy/programs/Wq/stormwater/construction/. Now available — a stormwater sampling video that demonstrates appropriate sampling methods! Questions For questions about transfers, terminations, and other administrative issues, please contact Clay Keown at 360-407-6048 or Ckeo461@ecy.wa.gov. Ecology Regional Assistance If you have questions regarding stormwater management issues at your construction site, please contact Megan Darrow (425-649-4485) of Ecology's Northwest Regional Office in Bellevue. If you have questions regarding this letter, please call Clay Keown at 360-407-6048. Sincerely, Bill Moore, P.E., Manager Program Development Services Section Water Quality Program Enclosure: Construction Stormwater General Permit cc: Ecology Permit Fee Unit, HQ Stormwater File, HQ 4 t` STATE 0 O RECEIVED QCI.. CC rr (� ��Z 1889 �Oy O 2 2010 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY CITY OFRENTON UTILITY SYSTEMS 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 December 1, 2010 JOHN HOBSON Site Information: WAR011834 CITY OF RENTON STONEGATE LIFT STATION 1055 S GRADY WAY 5TH FLOOR CONVEYANCE RENTON, WA 98057 NE 26TH ST & 148TH AVE SE RENTON King RE: 2010 Construction Stormwater General Permit Issuance Dear Construction Stormwater General Permit Holder: New General Permit Issued The Washington State Department of Ecology (Ecology) issued the 2010 Construction Stormwater General Permit (general permit) on December 1, 2010. The Environmental Protection Agency (EPA) delegated authority to Ecology for this general permit under the National Pollutant Discharge Elimination System (NPDES) of the Clean Water Act. Enclosed, please find the permit coverage information for your project site, as well as a summary of changes between the 2005 and 2010 general permits. Keep your new permit and this proof of coverage letter with your Stormwater Pollution Prevention Plan (SWPPP). Purpose of the Construction Stormwater General Permit Your site's coverage under the general permit authorizes the discharge of stormwater and certain categories of non-stormwater associated with construction activity. The general permit limits the discharge of pollutants to surface waters under the authority of the Federal Water Pollution Control Act (U.S.C.S. 1251), and limits the discharge of pollutants to surface and ground water under the authority of chapter 90.48 Revised Code Washington (RCW). The general permit covers all areas of Washington State, except for federal and most tribal lands. Monitoring (Sampling and Inspection) and Reporting Requirements and Limits Monitoring (sampling and inspection) and reporting requirements for your project site are detailed throughout the attached permit. Please read the entire permit carefully to understand how the permit applies to your site. If you have questions about the new permit, contact Sharleen Bakeman at (360) 407-6467, or email sharleen.bakeman@ecy.wa.gov. Electronic Discharge Monitoring Reports (WebDMR) A change under the 2010 general permit is that Perm ittees must submit monthly discharge monitoring reports (DMRs) electronically using Ecology's secure online system, WebDMR. To sign up for WebDMR go to: http://www.ecy.wa.gov/programs/wq/permits/paris/webdmr.htnif If you have questions, contact Charles Gilman at (360) 407-6437, or email charles.gilman@ecy.wa.gov. 1160 Construction Stormwater Permit Holder December 1, 2010 Page 2 Public Notice Process and Comments Ecology hosted five informational workshops and public hearings and accepted written and oral comments on the draft permit, fact sheet, and notice of intent (application) from July 21, 2010, to September 10, 2010. Ecology also held a second public comment period from October 7 through November 8, 2010, for a draft antidegradation plan, which was in response to public comment on the permit. Ecology's response to comments and other permit documents may be downloaded at: http://www.ecy.wa.gov/programs/wq/stonnwater/construction/index.html. You may request a copy of any of the documents from Julie Robertson at (360) 407-6575, or email julie.robertson@ecy.wa.gov. Your Right to Appeal the Construction Stormwater General Permit You have a right to appeal the content of the 2010 construction stormwater general permit to the Pollution Control Hearings Board (PCHB) within 30 days of the date of receipt of this letter. 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). To appeal, within 30 days of the date of receipt of this letter you must: • File your appeal and a copy of the coverage letter with the PCHB (see addresses below). Filing means actual receipt by the PCHB during regular business hours. • Serve a copy of your appeal and coverage letter on Ecology in paper form - by mail or in person. (See addresses below.) E-mail is not accepted. You must also comply with other applicable requirements in chapter 43.21B RCW and chapter 371- 08 WAC. oLAA—ac nnA T.nro*inn infnrmntinn Street Addresses I Mailing Addresses Department of Ecology Department of Ecology Attn: Appeals Processing Desk Attn: Appeals Processing Desk 300 Desmond Drive SE PO Box 47608 Lacey, WA 98503 Olympia, WA 98504-7608 Pollution Control Hearings Board Pollution Control Hearings Board I I I I Israel Road. SW, Suite 301 PO Box 40903 Tumwater, WA 98501 Olympia, WA 98504-0903 Appeal of Your Site Permit Coverage The terms and conditions of a general permit, as they apply to you as an individual discharger, may be appealed within 30 days of the effective date of coverage of that discharger (see chapter 43.21B RCW). This appeal is limited to the general permit's applicability or non -applicability to a specific discharger. Appeals should be directed to the addresses above. Construction Stormwater Permit Holder December 1, 2010 Page 3 Questions If you have questions about the construction stormwater general permit, please contact Sharleen Bakeman at (360) 407-6467, or email sharleen.bakeman@ecy.wa.gov. Sincerely, Bill Moore, P.E. Program Development Services, Section Manager Water Quality Program Enclosures cc: Permittee File, Ecology HQ Fee Unit, Ecology HQ Electronic Signature Agreement Form ..`lWillill Washington State Department of Ecology 9 P 9Y For Ecology Use Only Date Received: Water Quality Program Form Reviewed Entered Verified DEPARTMENT 01 ECOLOGY Headquarters: (360) 407-6600 ESA 5—, ur%V-Nl gun Web site: WWW.ecv.wa.aov/oroarams/wa :i1. Site Location Information - If you are applying for multiple facilities/permits, please include a list containing the site location information and permit numbers for all requested facilities/permits. Site/Facility Name: Stonegate Lift Station Site Location Address: 2615 Nile Ave NE City/State/zip: Renton, WA 98056 Permit Number: WAR011834 ..2. Electronic Signer Contact Information Role: 0 Facility Signer ❑ Facility Coordinator Signature Account User Name: dchristen Full Name: David Christensen Work Mailing Address: 1055 S. Grady Way, 5th Floor City/State/zip: Renton, WA 98507 Work Phone No. (Ext): 425-430-7212 Work Email Address: dchristen@rentonwa.gov 3. Proof of Identity Please include a copy of one of the following documents, with your name on the document, with your ESA to prove your association with the facility-(ies). • Your permit's letter of coverage • Your permit's cover sheet • A previously submitted DMR • A correspondence from Ecology that has both the facility name and permit number on the same page • Signature authority delegation letter signed by the permittee (responsible official). 4. Electronic Signature Agreement and Certification Statement By completing and submitting this form to Ecology, I agree to follow the rules and procedures governing the Electronic Signature account. I also agree that the reports and documents I submit under my Electronic Signature will be used as the corresponding paper report would. I want to submit the following report(s) or document(s) using WebDMR with an electronic signature. • Discharge Monitoring Reports u5. Clean Water Act Certification Statement All submittals to the Department of Ecology under this WebDMR application are subject to the following certification, as required by federal and state regulations: 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 property gather and evaluate the information submitted. The information submitted is, to the best of my knowledge and belief, true, accurate, and complete and i am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. L1 I agree that I will: I agree that I will not: • Protect my Electronic Signature account, which includes Let anyone else use my Electronic Signature account. my answers to the verification questions and my password; • Review the content and meaning of my submitted Annual Reports and Notifications; • Within 24 hours of discovery, report to Ecology if: o My Electronic Signature account is lost, stolen or used by someone else; o There is any difference between the information I submitted and the information displayed in WebDMR; o M as,a signer for this organization changes. ,l Agree:: (initial here) Agree:. (initial here) David Christensen (print Electronic Signer's name), understand that: 1. My electronic signature is legally the same as my handwritten signature for the purpose of compliance with the relevant environmental regulations; 2. A failure to timely notify Ecology of a possible misuse of my Electronic Signature account may result in my liability for the information submitted; 3. There are significant penalties for submitting false information, including possible fines and imprisonment, related to the federal Department of Justice and federal environmental program; 4. 1 will be asked to verify that I am following the rules outlined in this agreement when I electronically submit documents. 7. Sign re of Electr Irfi-c-Signer l � l i Eligner Signat�rPe David Christensen Name (print or type) 1 /4/2011 Date Wastewater Utility Supervisor Title 8. Signature of Permittee (Responsible Official) I, (insert name of permittee or responsible official) acknowledge that the individual named above works at/for (insert site/facility name) and is authorized to submit documents on the site's/facility's behalf. I understand that I will be contacted by Ecology to validate the account holder's employment at the site/facility name listed above. Signature Name (print or type) Date Title Note: If the responsible official has written a delegation letter, with signature, to accompany this form or if the responsible official is the person completing this form, then this section may be skipped. To ask about the availability of this document in a version for the visually impaired call the Water Quality Program at 360-407-6401. Persons with hearing loss, call 711 for Washington Relay Service. Persons with a speech disability, call 877-833-6341. David Christensen From: CROMMERUserNotification@ecy.wa.gov Sent: Friday, January 14, 2011 3:37 PM To: David Christensen Subject: Washington State Dept of Ecology notification: Your request for Electronic Signature Account has been approved Importance: High Washington State Department of Ecology notification: Your request for an Electronic Signature Account to sign documents for t-he WebDMR system has been approved. To activate your account, please use the link below. Important: If you do not click on the link below and complete the process, your account will not be usable. Do not alter the link below. https://secureaccess.wa.gov/ecy/webdmr/SignersFinalApproval.aspx?Val=WWXlFrHt4W640AG4M98wU4p9 40546.6181680556 Regards, Washington State Department of Ecology 1 David Christensen From: noreply@ecy.wa.gov Sent: Friday, January 14, 2011 3:36 PM To: David Christensen Subject: WebDMR User Request Approved The user dchristen has been approved to use the Discharge Monitoring Report (WebDMR) system. The specified user was approved on 1/14/2011 at 3:35 PM This user also signed up for a electronic signature account that may or may not have been approved. Please watch your email for a signature account approval message from CROMERRUserNotificationkdonotreply. &ov. Please log into the WebDMR System to begin working on your DMRs. STONEGATE LIFT STATION WAR011834 King Co Issuance Date: November 16, 2005 Effective Date: December 16, 2005 Expiration Date: December 16, 2010 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 98504-7600 In compliance with the provisions of The State of Washington Water Pollution Control Law Chapter 90.48 Revised Code of Washington and The Federal Water Pollution Control Act (The Clean Water Act) Title 33 United States Code, Section 1251 et seq. 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 which follow. David C. Peeler, Manager Water Quality Program Washington State Department of Ecology Page 2 of 46 TABLE OF CONTENTS SUMMARY OF PERMIT REPORT SUBMITTALS.....................................................................3 SUMMARY OF REQUIRED ON SITE DOCUMENTATION.....................................................3 SPECIAL CONDITIONS S 1. PERMIT COVERAGE........................................................................................................4 S3. COMPLIANCE WITH STANDARDS...............................................................................9 S4. MONITORING REQUIREMENTS..................................................................................10 S5. REPORTING AND RECORDKEEPING REQUIREMENTS.........................................15 S6. PERMIT FEES...................................................................................................................18 S7. SOLID AND LIQUID WASTE DISPOSAL....................................................................18 S8. DISCHARGES TO 303(d) OR TMDL WATERBODIES................................................18 S9. STORMWATER POLLUTION PREVENTION PLAN...................................................21 S 10. NOTICE OF TERMINATION..........................................................................................29 GENERALCONDITIONS...........................................................................................................30 G1. DISCHARGE VIOLATIONS...........................................................................................30 G2. SIGNATORY REQUIREMENTS.....................................................................................30 G3. RIGHT OF INSPECTION AND ENTRY.........................................................................31 G4. GENERAL PERMIT MODIFICATION AND REVOCATION......................................31 G5. REVOCATION OF COVERAGE UNDER THE PERMIT.............................................31 G6. REPORTING A CAUSE FOR MODIFICATION............................................................32 G7. COMPLIANCE WITH OTHER LAWS AND STATUTES.............................................32 G8. DUTY TO REAPPLY.......................................................................................................32 G9. TRANSFER OF GENERAL PERMIT COVERAGE.......................................................32 G10. REMOVED SUBSTANCES.............................................................................................33 G11. DUTY TO PROVIDE INFORMATION...........................................................................33 G12. OTHER REQUIREMENTS OF 40 CFR...........................................................................33 G13. ADDITIONAL MONITORING........................................................................................33 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS.............................................33 G15. UPSET...............................................................................................................................34 G16. PROPERTY RIGHTS........................................................................................................34 G17. DUTY TO COMPLY........................................................................................................34 G18. TOXIC POLLUTANTS.....................................................................................................34 G19. PENALTIES FOR TAMPERING.....................................................................................35 G20. REPORTING PLANNED CHANGES..............................................................................35 G21. REPORTING OTHER INFORMATION..........................................................................35 Page 3 of 46 G22. REPORTING ANTICIPATED NON-COMPLIANCE.....................................................35 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT .......... 36 G24. APPEALS..........................................................................................................................36 G25. SEVERABILITY...............................................................................................................36 G26. BYPASS PROHIBITED....................................................................................................36 APPENDIX A — DEFINITIONS...................................................................................................39 APPENDIXB — ACRONYMS.....................................................................................................46 SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions for additional submittal requirements. Permit Submittal Frequency First Submittal Date Section S5.A High Turbidity/Transparency Phone As Necessary Within 24 hours Reporting S5.13 Discharge Monitoring Report Monthly Within 15 days after the applicable monitoring period S51 Noncompliance Notification As necessary Immediately S5.17 Noncompliance Notification — Written As necessary Within 5 Days of non - Report compliance G2. Notice of Change in Authorization As necessary G6. Permit Application for Substantive As necessary Changes to the Discharge 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 SUMMARY OF REQUIRED ON SITE DOCUMENTATION Permit Conditions Document Title Conditions S2, S5 Permit Coverage Letter Conditions S2, S5 Construction Stormwater General Permit Conditions S4, S5 Site Log Book Conditions S9, S5 Stormwater Pollution Prevention Plan SWPPP Page 4 of 46 SPECIAL CONDITIONS S1. PERMIT COVERAGE A. Permit Area This general permit covers all areas of Washington State, except for federal and tribal lands specified in S 1.D.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 permit: a. Clearing, grading and/or excavation which results in the disturbance of one or more acres, and discharges stormwater to surface waters of the state; and clearing, grading and/or excavation on sites smaller than one acre which 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 discharges stormwater to surface waters of the state. i. This includes forest practices that are part of a construction activity that will result in the disturbance of one or more acres, and discharges to surface waters of the state (i.e., forest practices which are preparing a site for construction activities); and b. Any size construction activity discharging stormwater to waters of the state which the Department of Ecology (Ecology): i. Determines to be a significant contributor of pollutants to waters of the state of Washington, or 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 permit, unless specifically required under Condition S I.B. Lb. (Significant Contributor): a. Construction activities which discharge all stormwater and non-stormwater to ground water, and have no point source discharge to surface water or a storm sewer system that drains to surface waters of the state; b. Construction activities covered under an Erosivity Waiver (Condition S2.C); c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Page 5 of 46 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. 2. Stormwater Associated with Construction Support Activity. This permit also authorizes stormwater discharges from support activities related to the permitted construction site (e.g., off -site equipment staging yards, material storage areas, borrow areas, etc.) provided: a. The support activity is directly related 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 conditionally authorized, 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 (de -chlorinated); d. Pipeline hydrostatic test water; e. Uncontaminated air conditioning or compressor condensate; f. Uncontaminated ground water or spring water; g. Uncontaminated excavation de -watering (in accordance with S9.D.10) h. Uncontaminated discharges from foundation or footing drains; i. Water used to control dust; j. Routine external building wash down that does not use detergents; and k. Landscape irrigation. Page 6 of 46 All authorized non-stormwater discharges, except for discharges from fire fighting activities, shall be adequately addressed in the SWPPP and comply with Special Condition S3. D. Limitations on Coverage The Director 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 general permit 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 construction activities have been completed and the site has undergone final stabilization. 2. Nonpoint 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 122.27. 3. Stormwater from any federal project or project on federal land or land within an Indian Reservation except for the Puyallup Reservation. Within the Puyallup Reservation, any project that discharges to surface water on land held in trust by the federal government may be covered by this permit. 4. 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. 5. Where an applicable Total Maximum Daily Load (TMDL) specifically precludes or prohibits discharges from construction activity, the operator is not eligible for coverage under this permit. S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Form/Timeline a. Operators of new or previously unpermitted construction activities shall submit a complete and accurate permit application form [Notice of Intent (NOI)] to - Ecology. Applicants are encouraged to use Ecology's internet-based electronic NOI to apply for permit coverage. b. The NOI shall be submitted on or before the date of the first public notice (see Condition S2.13 below) and at least 60 days prior to the discharge of stormwater Page 7 of 46 from construction activities. The 30-day public comment period required by WAC 173-226-130(5) 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 a later date is specified by Ecology in writing. c. Applicants that discharge to a storm sewer system operated by Seattle, King County, Snohomish County, Tacoma, Pierce County, or Clark County shall also submit a copy of the NOI to the appropriate jurisdiction. 2. Transfer of Coverage Form Current coverage under this permit may be transferred to one or more new operators, including operators of sites within a Common Plan of Development, by submitting a Transfer of Coverage Form in accordance with Condition G9. Transfers do not require public notice. B. Public Notice For new or previously unpermitted sites, the applicant shall publish a public notice at least one time each week for two consecutive weeks, with a 7-day time span between dates, in a newspaper that has general circulation in the county in which the construction is to take place. The notice shall contain the following: 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, (e.g., residential construction, commercial construction, etc.) and the number of acres to be disturbed; The name of the receiving water(s) (i.e., the surface water(s) that the site will discharge to), or if the discharge is through a storm sewer system, the name of the operator of the storm sewer; and 6. The statement: "Any person desiring to present their views to the Department of Ecology regarding this application, or interested in the Department's action on this application may notify the Department of Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696, Attn: Water Quality Program, Construction Stormwater". Page 8 of 46 C. Erosivity Waiver Operators may qualify for a waiver from the permit if the following conditions are met: The site will result in the disturbance of less 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 using the Texas A&M University online rainfall erosivity calculator at: http://ei.tamu.edu/. The period of construction activity begins at initial earth disturbance and ends with final stabilization; and, 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; or ii. For sites east of the Cascades Crest, excluding the Central Basin: June 15 — October 15; or iii. For sites east of the Cascades Crest, within the Central Basin*: no additional timeframe restrictions apply. *Note: The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. 3. Operators must submit a complete Erosivity Waiver Certification Form at least one week prior to commencing land disturbing activities. Certification must include: a. A statement that the operator will comply with applicable local stormwater requirements; and b. A statement that the operator will implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared a significant contributor of pollutants as defined in Condition S I.B. Lb. 5. This waiver does not apply to construction activity which includes non-stormwater discharges listed in S 1.C.3. _ 6. If construction activity extends beyond the certified waiver period for any reason, the operator shall either: Page 9 of 46 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 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 Condition S2.A and B before the end of the certified waiver period. S3. COMPLIANCE WITH STANDARDS A. Discharges shall 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 that are 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 shall apply all known, available, and reasonable methods of prevention, control, and treatment (AKART). This includes the preparation and implementation of an adequate Stormwater Pollution Prevention Plan (SWPPP), with all appropriate best management practices (BMPs) installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Compliance with water quality standards shall be presumed, 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 is: 1. In full compliance with all permit conditions, including planning, sampling, monitoring, reporting, and recordkeeping conditions; and 2. Fully implementing 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. D. For sites that discharge to both surface water and ground water, all ground water discharges are also subject to the terms and conditions of this permit. Permittees who discharge to ground water through an injection well shall comply with any applicable requirements of the Underground Injection Control (UIC) regulations, Chapter 173-218 WAC. Page 10 of 46 S4. MONITORING REQUIREMENTS The primary monitoring requirements are summarized in Table 3 (below): Table 3. Summary of Monitoring Requirements' Size of Soil Disturbance Weekly Weekly Weekly Weekly Site Sampling w/ Sampling w/ pH Inspections Turbidity Meter Transparency sampling3 Tube Sites which disturb less than 1 Required Not Required Not Required Not Re uired acre Sites which disturb 1 acre or Required Sampling Required — either 4 Required more, but less than 5 acres method Sites which disturb 5 acres or Required Required Not Required5 Required more A. Site Log Book The Permittee shall 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 Site inspections shall include all areas disturbed by construction activities, all BMPs, and all stormwater discharge points. Stormwater shall be visually examined for the ' Additional monitoring requirements may apply for: 1) discharges to 303(d) listed waterbodies and waterbodies with applicable TMDLs for turbidity, fine sediment, high pH, or phosphorus - see Condition S8; and 2) sites required to perform additional monitoring by Ecology order — see Condition G13. Z Soil disturbance is calculated by adding together all areas affected by construction activity. Construction Activity means clearing, grading, excavation, and any other activity which disturbs the surface of the land, including ingress/egress from the site. 3 Beginning October 1, 2006, if construction activity involves significant concrete work or the use of engineered soils, and stormwater from the affected area drains to a stormwater collection system or other surface water, the Permittee shall conduct pH sampling in accordance with Condition S4.D. 4 Beginning October 1, 2008, sites with one or more acres, but less than 5 acres of soil disturbance, shall conduct turbidity or transparency sampling in accordance with Condition S4.C. 5 Beginning October 1, 2006, sites greater than or equal to 5 acres of soil disturbance shall conduct turbidity sampling using a turbidity meter in accordance with Condition S4.C. Page 11 of 46 presence of suspended sediment, turbidity, discoloration, and oil sheen. Inspectors shall 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 shall correct the problems identified as follows: a. Review the SWPPP for compliance with Condition S9 and make appropriate revisions within 7 days of the inspection; and b. Fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, but no later than 10 days of the inspection; and c. Document BMP implementation and maintenance in the site log book. 2. The site inspections shall be conducted at least once every calendar week and within 24 hours of any discharge from the site. The inspection frequency for temporarily stabilized, inactive sites may be reduced to once every calendar month. 3. Site inspections shall be conducted by a person who is knowledgeable in the principles and practices of erosion and sediment control. The inspector shall have the skills to: a. Assess the site conditions and construction activities that could impact the quality of stormwater, and b. Assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. 4. Beginning October 1, 2006, construction sites one acre or larger that discharge stormwater to surface waters of the state, shall have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). The CESCL shall be identified in the SWPPP and shall be present on -site or on -call at all times. Certification shall be obtained through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology (see BMP C 160 in the Manual). 5. The inspector shall summarize the results of each inspection in an inspection report or checklist and be entered into, or attached to, the site log book. At a minimum, each inspection report or checklist shall include: a. Inspection date and time. b. Weather information; general conditions during inspection and approximate amount of precipitation since the last inspection, and within the last 24 hours. c. A summary or list of all BMPs which have been implemented, including observations of all erosion/sediment control structures or practices. d. The following shall be noted: i. locations of BMPs inspected, Page 12 of 46 ii. locations of BMPs that need maintenance, iii. the reason maintenance is needed, iv. locations of BMPs that failed to operate as designed or intended, and v. locations where additional or different BMPs are needed, and the reason(s) why. e. A description of stormwater discharged from the site. The inspector shall note the presence of suspended sediment, turbid water, discoloration, and/or 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 as a result of the inspection. h. A statement that, in the judgment of the person conducting the site inspection, the site is either in compliance or out of compliance with the terms and conditions of the SWPPP and the permit. If the site inspection indicates that the site is out of compliance, the inspection report shall include a summary of the remedial actions required to bring the site back into compliance, as well as a schedule of implementation. i. Name, title, and signature of the person conducting site inspection; and the following statement: "I certify that this report is true, accurate, and complete, to the best of my knowledge and belief'. C. Turbidity/TransparencySampling Requirements 1. Sampling Methods/Effective Dates a. Beginning October 1, 2006, if construction activity will involve the disturbance of 5 acres or more, the Permittee shall conduct turbidity sampling per Condition S4.C. b. Beginning October 1, 2008, if construction activity will involve greater than or equal to 1 acre, but less than 5 acres of soil disturbance, the Permittee shall conduct transparency sampling or turbidity sampling per Condition S4.C. 2. Sampling Frequency a. Sampling shall be conducted at least once every calendar week, when there is a discharge of stormwater (or authorized non-stormwater) from the site. Samples shall be representative of the flow and characteristics of the discharge. b. When there is no discharge during a calendar week, sampling is not required. c. Sampling is not required outside of normal working hours or during unsafe conditions. If a Permittee is unable to sample during a monitoring period, the Discharge Monitoring Report (DMR) shall include a brief explanation. Page 13 of 46 3. Sampling Locations a. Sampling is required at all discharge points where stormwater (or authorized non- stormwater) is discharged off -site. b. All sampling point(s) shall be identified on the SWPPP site map and be clearly . marked in the field with a flag, tape, stake or other visible marker. 4. Sampling and Analysis Methods a. Turbidity analysis shall be performed with a calibrated turbidity meter (turbidimeter), either on -site or at an accredited lab. The results shall be recorded in the site log book in Nephelometric Turbidity Units (NTU). b. Transparency analysis shall be performed on -site. with a 1 3/4 inch diameter, 60 centimeter (cm) long Transparency Tube. The results shall be recorded in the site log book in centimeters (cm). Transparency Tubes are available from: http://watennonitoringequip.com/pages/stream.html Parameter Units Analytical Method Sampling Frequency Benchmark Value Turbidity NTU SM2130 or Weekly, if 25 NTU EPA180.1 discharging Transparency cm Manufacturer Weekly, if 31 cm instructions, or discharging Ecology Guidance 5. Turbidity/Transparency Benchmark Values The benchmark value for turbidity is 25 NTU (Nephelometric Turbidity Units); and the benchmark value for transparency is 31 cm. a. Turbidity 26 — 249 NTU, or Transparency 30 — 7 cm: If discharge turbidity is greater than 25 NTU, but less than 250 NTU; or if discharge transparency is less than 31 cm, but greater than 6 cm, the CESCL shall: i. Review the SWPPP for compliance with Condition S9 and make appropriate revisions within 7 days of the discharge that exceeded the benchmark; and ii. Fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, but within 10 days of the discharge that exceeded the benchmark; and iii. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTU or greater, or Transparency 6 cm or less: Page 14 of 46 If discharge turbidity is greater than or equal to 250 NTU; or if discharge transparency is less than or equal to 6 cm, the CESCL shall: i. Notify Ecology by phone in accordance with Condition S5.A.; and ii. Review the SWPPP for compliance with Condition S9 and make appropriate revisions within 7 days of the discharge that exceeded the benchmark; and iii. Fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, but within 10 days of the discharge that exceeded the benchmark; iv. Document BMP implementation and maintenance in the site log book; and v. Continue to sample discharges daily until: turbidity is 25 NTU (or lower); or 2. transparency is 31 cm (or greater); or 3. the CESCL has demonstrated compliance with the water quality standard for turbidity: a. no more than 5 NTU over background turbidity, if background is less than 50 NTU, or b. no more than 10% over background turbidity, if background is 50 NTU or greater; or 4. the discharge stops or is eliminated. D. pH Monitoring: Sites with Significant Concrete Work or Engineered Soils Beginning October 1, 2006, if construction activity will result in the disturbance of 1 acre or more, and involves significant concrete work or the use of engineered soils, 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 shall conduct pH monitoring as set forth below: For sites with significant concrete work, the pH monitoring period shall commence when the concrete is first exposed to precipitation and continue weekly until stormwater pH is 8.5 or less. a. "Significant concrete work" means greater than 1000 cubic yards poured concrete or recycled concrete. 2. For sites with engineered soils, the pH monitoring period shall commence when the soil amendments are first exposed to precipitation and shall continue until the area of engineered soils is fully stabilized. Page 15 of 46 a. "Engineered soils" means soil amendments including, but not limited, to Portland cement treated base (CTB), cement kiln dust (CKD), or fly ash. 3. During the pH monitoring period, the Permittee shall obtain a representative sample of stormwater and conduct pH analysis at least once per week. 4. The Permittee shall monitor pH in the sediment trap/pond(s) or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils prior to discharge to surface waters. 5. The benchmark value for pH is 8.5 standard units. Any time sampling indicates that pH is 8.5 or greater, the Permittee shall: a. Prevent the high pH water (8.5 or above) from entering storm sewer systems or surface waters; and b. If necessary, adjust or neutralize the high pH water using an appropriate treatment BMP such as CO2 sparging or dry ice. The Permittee shall obtain written approval from Ecology prior to using any form of chemical treatment other than CO2 sparging or dry ice. 6. The Permittee shall perform pH analysis on -site with a calibrated pH meter, pH test kit, or wide range pH indicator paper. The Permittee shall record pH monitoring results in the site log book. S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Phone Reporting Any time sampling performed in accordance with Special Condition S4.0 indicates turbidity is 250 NTU or greater (or transparency is 6 cm or less) the Permittee shall notify the appropriate Ecology regional office by phone within 24 hours of analysis. B. Discharge Monitoring Reports 1. Permittees required to conduct water quality sampling in accordance with Special Conditions SAC (Turbidity/Transparency), S4.D (pH) and/or S8 [303(d)/TMDL sampling] shall submit the results to Ecology monthly on Discharge Monitoring Report (DMR) forms provided by Ecology. Permittees are authorized and encouraged to submit electronic DMRs using the "E- DMR Form" on Ecology's Construction Stormwater web site: http://www.ecy.wa.gov/programs/wq/stormwater/construction/. 2. The Permittee shall submit DMR forms electronically or by mail to be received by Ecology within 15 days following the end of each month. If there was no discharge during a given monitoring period, the Permittee shall submit the form as required with the words "no discharge" entered in place of the monitoring results. If the Permittee is unable to submit discharge monitoring reports electronically, the Permittee may mail reports to the address listed below: Page 16 of 46 Department of Ecology Water Quality Program - Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 C. Records Retention The Permittee shall retain records of all monitoring information (site log book, sampling results, inspection reports/checklists, etc.), Stormwater Pollution Prevention Plan, and any other documentation of compliance with permit requirements during the life of the construction project and for a minimum of three years following the termination of permit coverage. Such information shall include all calibration and maintenance records, and records of all data used to complete the application for this permit. This period of retention shall be extended during the course of any unresolved litigation regarding the discharge of pollutants by the Permittee or when requested by Ecology. D. Recording of Results For each measurement or sample taken, the Permittee shall record the following information: 1. Date, place, method, and time of sampling or measurement; 2. The individual who performed the sampling or measurement; 3. The dates the analyses were performed; 4. The individual who performed the analyses; 5. The analytical techniques or methods used; and 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 Condition S4 of this permit, the results of this monitoring shall 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 of the terms and conditions of this permit which may cause a threat to human health or the environment, the Permittee shall: 1. Immediately notify Ecology of the failure to comply. 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 after becoming aware of the violation. Page 17 of 46 3. Submit a detailed written report to Ecology within five (5) days, unless requested earlier by Ecology. The report shall 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. 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. G. Access to Plans and Records 1. The Permittee shall retain the following permit documentation (plans and records) on - site, or within reasonable access to the site, for use by the operator; or on -site review by Ecology or the local jurisdiction: a. General Permit; b. Permit Coverage Letter; c. Stormwater Pollution Prevention Plan (SWPPP); and d. Site Log Book 2. The Permittee(s) shall address written requests for plans and records listed above (Condition S5.G.1) as follows: a. A copy of plans and records shall be provided to Ecology within 14 days of receipt of a written request from Ecology. b. A copy of plans and records shall be provided to the public when requested in writing. Upon receiving a written request from the public for the Permittee's plans and records, the Permittee shall either: i. Provide a copy of the plans and records to the requestor within 14 days of a receipt of the written request; or ii. Notify the requestor 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 requestor at an Ecology office, or a mutually agreed upon 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 shall notify the Page 18 of 46 requestor within 10 days of receipt of the request where the plans and records may be viewed and/or copied. S6. PERMIT FEES The Permittee shall pay permit fees assessed by Ecology. Fees for stormwater discharges covered under this permit shall be established by Chapter 173-224 WAC. Permit fees will continue to be assessed until the permit is terminated in accordance with Special Condition S 10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE DISPOSAL 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, shall be handled and disposed of in accordance with: 1. Special Condition S3, Compliance with Standards, and 2. WAC 173-216-110, and other applicable regulations. S8. DISCHARGES TO 303(D) OR TMDL WATERBODIES A. Sampling and Numeric Effluent Limitations For Discharges to 303(d)-listed Waterbodies 1.Permittees that discharge to water bodies 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, shall conduct water quality sampling according to the requirements of this section. 2. All references and requirements associated with Section 303(d) of the Clean Water Act mean the most current listing by Ecology of impaired waters that exists on November 16, 2005, or the date when the operator's complete permit application is received by Ecology, whichever is later. B. Discharges to 303(d)-Listed Waterbodies (Turbidity, Fine Sediment, or Phosphorus) 1. Permittees which discharge to waterbodies on the 303(d) list for turbidity, fine sediment, or phosphorus shall conduct turbidity sampling at the following locations to evaluate compliance with the water quality standard for turbidity: a. Background turbidity shall be measured in the 303(d)-listed receiving water immediately upstream (upgradient) or outside the area of influence of the discharge; and b. Discharge turbidity shall be measured at the point of discharge into the 303(d) listed receiving waterbody, inside the area of influence of the discharge; or Page 19 of 46 Alternatively, discharge turbidity may be measured at the point where the discharge leaves the construction site, rather than in the receiving waterbody. 2. Based on sampling, if the discharge turbidity exceeds the water quality standard for turbidity (more than 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or more than a 10% increase in turbidity when the background turbidity is more than 50 NTU), all future discharges shall comply with a numeric effluent limit which is equal to the water quality standard for turbidity. If a future discharge exceeds the water quality standard for turbidity, the Permittee shall: a. Review the SWPPP for compliance with Condition S9 and make appropriate revisions within 7 days of the discharge that exceeded the standard; b. Fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, but within 10 days of the discharge that exceeded the standard; c. Document BMP implementation and maintenance in the site log book; d. Notify the appropriate Ecology Regional Office by phone within 24 hours of analysis; e. Continue to sample daily until discharge turbidity meets the water quality standard for turbidity. C. Discharges to waterbodies on the 303(d) list for High pH Permittees which discharge to waterbodies on the 303(d) list for high pH shall conduct sampling at one of the following locations to evaluate compliance with the water quality standard for pH (in the range of 6.5 — 8.5): a. pH shall be measured at the point of discharge into the 303(d) listed waterbody, inside the area of influence of the discharge; or b. Alternatively, pH may be measured at the point where the discharge leaves the construction site, rather than in the receiving water. 2. Based on the sampling set forth above, if the pH exceeds the water quality standard for pH (in the range of 6.5 — 8.5), all future discharges shall comply with a numeric effluent limit which is equal to the water quality standard for pH. 3. If a future discharge exceeds the water quality standard for pH, the Permittee shall: a. Review the SWPPP for compliance with Condition S9 and make appropriate revisions within 7 days of the discharge that exceeded the water quality standard; Page 20 of 46 b. Fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, but within 10 days of the discharge that exceeded the standards; c. Document BMP implementation and maintenance in the site log book; d. Notify the appropriate Ecology Regional Office by phone within 24 hours of analysis; and e. Continue to sample daily until discharge meets the water quality standard for pH (in the range of 6.5 — 8.5) or the discharge stops or is eliminated. Parameter identified in 303(d) listing Parameter/Units Analytical Method Sampling Frequency Water Quality Standard Turbidity Turbidity/NTU SM2130 or Weekly, if If background is 50 Fine Sediment EPA180.1 discharging NTU or less: 5 NTU Phosphorus over background; or If background is more than 50 NTU: 10% over background High pH pH/Standard pH meter Weekly, if In the range of Units discharging 6.5 — 8.5 D. Sampling and Limitations For Sites Discharging to Applicable TMDLs 1. Discharges to a waterbodies subject to an applicable Total Maximum Daily Load (TMDL) for turbidity, fine sediment, high pH, or phosphorus, shall be consistent with the assumptions and requirements of the TMDL. a. Where an applicable TAML sets specific waste load allocations or requirements for discharges covered by this permit, discharges shall be consistent with any specific waste load allocations or requirements established by the applicable TMDL. ii. The Permittee shall sample discharges weekly, or as otherwise specified by the TMDL, to evaluate compliance with the specific waste load allocations or requirements. iii. Analytical methods used to meet the monitoring requirements shall 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 Page 21 of 46 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 no specific requirements have been identified, compliance with Conditions S4 (Monitoring) and S9 (SWPPPs) will be assumed to be consistent 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 Conditions S4 (Monitoring) and S9 (SWPPPs) will be assumed to be consistent 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, which has been completed and approved by EPA prior to November 16, 2005, or prior to 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 An adequate Stormwater Pollution Prevention Plan (SWPPP) for construction activity shall be prepared and implemented in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. A. The SWPPP shall 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 shall include a narrative and drawings. All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Documentation shall include: a. Information about existing site conditions (topography, drainage, soils, vegetation, etc.); Page 22 of 46 b. Potential erosion problem areas; c. The 12 elements of a SWPPP in S9.13.1-12, including BMPs used to address each element; d. Construction phasing/sequence and general BMP implementation schedule; e. The actions to be taken if BMP performance goals are not achieved; and f. Engineering calculations for ponds and any other designed structures. 2. The Permittee shall 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 shall take the following actions: a. Review the SWPPP for compliance with Condition S9 and make appropriate revisions within 7 days of the inspection or investigation; b. Fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, but no later than 10 days from the inspection or investigation; and c. Document BMP implementation and maintenance in the site log book. 3. The Permittee shall 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 shall be consistent with: 1. Stormwater Management Manual for Western Washington (most recent edition), for sites west of the crest of the Cascade Mountains; 2. Stormwater Management Manual for Eastern Washington (most recent edition), for sites east of the crest of the Cascade Mountains; or 3. Other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention and are approved by Ecology; or 4. Documentation in the SWPPP that the BMPs selected provides an equivalent level of pollution prevention, compared to the applicable Stormwater Management Manuals, including: Page 23 of 46 a. The technical basis for the selection of all stormwater BMPs (scientific, technical studies, and/or modeling) which support the performance claims for the BMPs being selected; and 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 shall include each of the 12 elements below in S9.D.1-12 in the narrative of the SWPPP and ensure that they are implemented 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. Prior to 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. The duff layer, native top soil, and natural vegetation shall be retained in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access a. Construction vehicle access and exit shall be limited to one route, if possible. b. Access points shall be stabilized with a pad of quarry spalls, crushed rock, or other equivalent BAP, to minimize the tracking of sediment onto public roads. c. Wheel wash or tire baths shall be located on site, if the stabilized construction entrance is not effective in preventing sediment from being tracked onto public roads. d. If sediment is tracked off site, public roads shall be cleaned thoroughly at the end of each day, or more frequently during wet weather. Sediment shall be removed from roads by shoveling or pickup sweeping and shall be transported to a controlled sediment disposal area. Street washing is allowed only after sediment is removed in accordance with S9.D.2.d. Street wash wastewater shall be controlled by pumping back on site or otherwise be prevented from discharging into systems tributary to waters of the state. 3. Control Flow Rates a. Properties and waterways downstream from development sites shall be protected from erosion due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site, as required by local plan approval authority. Page 24 of 46 b. Where necessary to comply with S9.D.3.a., stormwater retention or detention facilities shall be constructed as one of the first steps in grading. Detention facilities shall be functional prior to construction of site improvements (e.g., impervious surfaces). c. If permanent infiltration ponds are used for flow control during construction, these facilities shall be protected from siltation during the construction phase. 4. Install Sediment Controls a. Stormwater runoff from disturbed areas shall pass through a sediment pond or other appropriate sediment removal BMP, prior to leaving a construction site or prior to discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but shall meet the flow control performance standard of S9.D.3.a. b. Sediment control BMPs (sediment ponds, traps, filters, etc.) shall be constructed as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. c. BMPs intended to trap sediment on site shall be located in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off - channel areas or drainages. 5. Stabilize Soils a. Exposed and unworked soils shall be stabilized 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 (PAM), the early application of gravel base on areas to be paved, and dust control. b. Depending on the geographic location of the project, no soils shall 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 - Sept. 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. Page 25 of 46 The time period may be adjusted by a local jurisdiction, if the jurisdiction can show that local precipitation data justify a different standard. c. Soils shall be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. d. Soil stockpiles shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. 6. Protect Slopes a. Design and construct cut and fill slopes in a manner that will 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 (e.g., track walking). b. Off -site stormwater (run-on) or groundwater shall be diverted 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. 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 shall handle the peak 10-minute velocity of flow from a Type IA, 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 shall 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 shall 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: Temporary pipe slope drains shall handle the expected peak flow velocity from a 6-month, 3-hour storm for the developed condition, referred to as the short duration storm. d. Excavated material shall be placed on the uphill side of trenches, consistent with safety and space considerations. e. Check dams shall be placed at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain Inlets a. All storm drain inlets made operable during construction shall be protected so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. Page 26 of 46 b. Inlet protection devices shall be cleaned or removed and replaced 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. All temporary on -site conveyance channels shall be designed, constructed, and stabilized to prevent erosion from the following expected peak flows: i. West of the Cascade Mountains Crest: Channels shall handle the peak 10 minute velocity of flow 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 shall 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 shall 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 shall handle the expected peak flow velocity from a 6-month, 3-hour storm for the developed condition, referred to as the short duration storm. b. Stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches shall be provided at the outlets of all conveyance systems. 9. Control Pollutants a. All pollutants, including waste materials and demolition debris, that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. b. Cover, containment, and protection from vandalism shall be provided 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 shall include secondary containment. c. Maintenance, fueling, and repair of heavy equipment and vehicles shall be conducted using spill prevention and control measures. Contaminated surfaces shall be cleaned immediately following any spill incident. d. Wheel wash or tire bath wastewater shall be discharged to a separate on -site treatment system or to the sanitary sewer with local sewer district approval. e. Application of fertilizers and pesticides, shall be conducted in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Manufacturers' label requirements for application rates and procedures shall be followed. Page 27 of 46 f. BMPs shall be used to prevent or treat contamination of stormwater runoff by pH modifying sources. These sources include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout waters. Permittees shall adjust the pH of stormwater if necessary to prevent violations of water quality standards. g. Permittees shall obtain written approval from Ecology prior to using chemical treatment, other than CO2 or dry ice to adjust pH. 10. Control De -Watering a. Foundation, vault, and trench de -watering water, which have similar characteristics to stormwater runoff at the site, shall be discharged into a controlled conveyance system prior to discharge to a sediment trap or sediment pond. b. Clean, non -turbid de -watering water, such as well -point ground water, can be discharged to systems tributary to, or directly into surface waters of the state, as specified in S9.D.8, provided the de -watering flow does not cause erosion or flooding of receiving waters. Clean de -watering water should not be routed through stormwater sediment ponds. c. Other de -watering disposal options may include: i. infiltration ii. transport offsite in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters, iii. Ecology -approved on -site chemical treatment or other suitable treatment technologies, iv. sanitary sewer discharge with local sewer district approval, if there is no other option, or v. use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized de -watering. d. Highly turbid or contaminated dewatering water shall be handled separately from stormwater. 11. Maintain BMPs a. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function in accordance with BMP specifications. b. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Page 28 of 46 12. Manage the Project a. Development projects shall be phased to the maximum degree practicable and shall take into account seasonal work limitations. b. Inspection and Monitoring All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. Site inspections and monitoring shall be conducted in accordance with S4. c. Maintaining an Updated Construction SWPPP The SWPPP shall be maintained, updated, and implemented in accordance with Conditions S3, S4 and S9. E. SWPPP — Map Contents and Requirements The SWPPP shall also include a vicinity map or general location map (e.g. 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 shall also include a legible site map (or maps) showing the entire construction site. The following features shall 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 water body, including wetlands; 9. Location of water quality sampling station(s), if sampling is required by state or local permitting authority; and Page 29 of 46 10. Areas where final stabilization has been accomplished and no further construction - phase permit requirements apply. S10. NOTICE OF TERMINATION A. The site is eligible for termination when either of the following conditions have been met: 1. The site has undergone final stabilization, all temporary BMPs have been removed, and all stormwater discharges associated with construction activity have been eliminated; or 2. All portions of the site which have not undergone final stabilization per S 1 O.A.1 have been sold and/or transferred (per Condition G9), and the Permittee no longer has operational control of the construction activity. B. When the site is eligible for termination, the Permittee shall 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 C. The termination is effective on the date the NOT form was received by Ecology, unless the Permittee is notified by Ecology within 30 days that termination request is denied because the eligibility requirements in Condition S10.A have not been met. Page 30 of 46 GENERAL CONDITIONS G1. DISCHARGE VIOLATIONS All discharges and activities authorized by this general permit shall 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 shall constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications shall bear a certification of correctness to be signed: 1. In the case of corporations, by a responsible corporate officer of at least the level of vice president of a corporation; 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 shall 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 - The authorization is made in writing by a person described above and submitted to the 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 G2.13.2 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 G2.13.2 above shall 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 shall 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 Page 31 of 46 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 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 shall 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 shall be 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 which 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 which indicates that cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant with 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: Page 32 of 46 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; 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 shall 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 shall be submitted at least sixty (60) days prior to any proposed changes. The filing of a request by the Permittee 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 shall 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 shall apply for permit renewal at least 180 days prior to the specified expiration date of this permit. 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 Page 33 of 46 A. A written, signed agreement (Transfer of Coverage Form) between the current discharger (Permittee) and new discharger containing a specific date for transfer of permit responsibility, coverage, and liability 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 shall also submit an updated application form (NOI) to the Director indicating the remaining permitted acreage after the transfer. When a current discharger (Permittee) transfers all portions of a permitted site to one or more new dischargers, the current discharger shall also submit a notice of termination (NOT) form to the Director. G 10. REMOVED SUBSTANCES Collected screenings, grit, solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of stormwater shall not be resuspended or reintroduced to the final effluent stream for discharge to state waters. G11. DUTY TO PROVIDE INFORMATION The Permittee shall submit to Ecology, within a reasonable time, all information which 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 shall 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 in the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. 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 Page 34 of 46 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 shall 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 condition S5.17; 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 shall 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 shall 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. Page 35 of 46 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 shall, as soon as possible, give notice to Ecology of planned physical alterations, modifications or additions to the permitted construction activity, which 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; or 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 shall promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee shall 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 Page 36 of 46 unavoidable interruption of operation and degradation of effluent quality, shall 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 shall 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 shall 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 shall 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 43.2113 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 Page 37 of 46 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; and c. Ecology is properly notified of the bypass as required in Special Condition S51 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 shall notify Ecology at least thirty (30) days before the planned date of bypass. The notice shall 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; 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; Page 38 of 46 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; and 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 shall be considered during preparation of the Stormwater Pollution Prevention Plan (SWPPP) and shall 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 prior to 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 shall 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. Page 39 of 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 TAML means a TMDL for turbidity, fine sediment, high pH, or phosphorus, which has been completed and approved by EPA prior to November 16, 2005, or prior to the date the operator's complete permit application is received by Ecology, whichever is later. ,plicant means an Qperator seeking coverage under this permit. 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. By ffer 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 Week (same as Week) means a period of seven consecutive days starting 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 C 160 in the SMIN M). 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. 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, 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; and 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. Page 40 of 46 If the project is part of a common plan of development or sale, the disturbed area of the entire plan shall be used in determining permit requirements. Composite Sample A mixture of grab samples collected at the same sampling point at different times, formed either by continuous sampling or by mixing discrete samples. May be "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. 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, and demolition activity. 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; 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; and 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. De -watering means the act of pumping ground water or stormwater away from an active construction site. Director means the Director of the Washington 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 J ground water infiltration or surface waters as may be present. Page 41 of 46 Engineered soils 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 that are 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. Final Stabilization (same as fully stabilized or full stabilization) means the establishment of a permanent vegetative cover, or equivalent permanent stabilization measures (such as riprap, gabions or geotextiles) which prevents erosion. Ground Water means water in a saturated zone or stratum beneath the land surface or a surface water body. 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 S sy tem (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 Department of Ecology. Notice o 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 S 10 of this permit. Operator means any party associated with a construction project that meets either of the following two criteria: 1. The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or Page 42 of 46 2. The party has day-to-day operational control of those activities at a project which 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). Ou all means the location where stormwater leaves the site. It also includes the location where stormwater is discharged to a surface waterbody within a site, but does not include discharges to on -site stormwater treatment/infiltration devices or storm sewer systems. Permittee means individual or entity that receives notice of coverage under this general permit. pH means a liquid's 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 shall be tested a minimum of once every seven days to determine if stormwater is above pH 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. 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 that the storm sewer system discharges to. 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. 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. Page 43 of 46 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. 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 BWs means physical, structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater. A few examples of source control 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. Page 44 of 46 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 water body, or a constructed infiltration facility. Stormwater Managaement Manual (SWMA4) 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. Total Maximum Daily Load (TAML) 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 shall 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 shall also account for seasonable variation in water quality. Treatment BAPS 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". TurbidiN The clarity of water expressed as nephelometric turbidity units (NTU) and measured with a calibrated turbidimeter. 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 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 Page 45 of 46 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) Page 46 of 46 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 ESC Erosion and Sediment Control 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 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 March 1, 2012 David Christensen City of Renton 1055 S. Grady Way, 5th floor Renton, WA 98057 Dear Mr. Christensen: RE: Notice of Termination of Coverage under the Stormwater General Permit for Construction Activity Permit Number: WAR011834 Site Name: Stonegate Lift Station Location: 2615 Nile Ave NE Renton, WA (King County) Disturbed Acres: 1.2 The Washington Department of Ecology has reviewed your Notice of Termination (NOT) of coverage under the Construction Stormwater General Permit for the construction site shown above. Based upon the NOT, we are terminating your coverage under the permit as of January 25, 2012, the date we received the NOT, for the following reason: The site has undergone final stabilization, all temporary BMPs have been removed, and all stormwater discharges associated with construction activity have been eliminated. (Section S10 AI) Please ensure that you retain the Stormwater Pollution Prevention Plan (SWPPP) and copies of the application, inspection reports, and all other reports required by this permit for at least three years after the date of final stabilization of the construction site. These documents need to be available to Ecology and to the local government agencies with jurisdiction, upon request. As required by State law (RCW 90.48.465), Ecology charges a fee for its discharge permits. Although your permit coverage is terminated, you will receive a bill for the period the permit was effective. RECEIVED MAR 0 6 2012 CITY OF RENTON UTILITY SYSTEMSA �"� David Christensen March 1, 2012 Page 2 If you would like more information on the fee process, please contact Bev Poston at (360) 407-6425 or send email to bpos461 @ecy.wa.gov. If you have any questions regarding the termination process, please contact Clay Keown at (360) 407-6048 or send email to ckeo461@ecy.wa.gov. Sincerel , ill Moore, .E., Manager Program Development Services Section Water Quality Program cc: Bev Poston, Ecology/Water Quality Program/Fees Clay Keown, Ecology/Water Quality Program Notice of Termination Form Construction Stormwater General DEPARTMENT OF Permit ECOLOGY State of Washington Use this form to request termination of permit coverage Permit # WAR 011834 I. Operator/Permittee (Party with operational control over plans and specifications, or day-to-day operational control of activities which ensure compliance with SWPPP and permit conditions. Ecology will send correspondence and permit fee invoices to the permit holder on record.) Name: David Christensen Company: City of Renton Business Phone: 425-430-7212 Ext. N/A Cell Phone (Optional): Fax (Optional): 425-430- 7241 E-mail:dchristen @ rentonwa.us Mailing Address: 1055 S. Grad Way, 5th Floor City: State: Zip + 4: Renton WA 98057-3232 II. Site Location/Address Site name: Total area of soil disturbance for your site/project: 1_2 Stonegate Lift Station acres Street address (or location description): 2615 Nile Ave NE City (or nearest city): Zip: County: Renton 980S6 Kin III. Construction Activity- The site is eligible for termination by one of the following methods: ® The site has undergone final stabilization. The operator has permanently stabilized all exposed soils, removed all temporary BMPs, and eliminated all stormwater discharges associated with construction activity. ❑ Permit coverage on all portions of the site that have not undergone final stabilization (Permit Condition S10.A.1) are being, or have been, transferred (Permit Condition G9), and the Permittee no longer has operational control of the construction activity. We provided the new owner Transfer of Coverage paperwork on: ❑ All portions of the site that have not undergone final stabilization (Permit Condition S10.A.1) have been sold and the Permittee no longer has operational control of the construction activity. We will not be submitting Transfer of Permit coverage paperwork. (Optional). Please provide new owner contact info: IV. Certification of Permittees. Please read the certification statement carefully before signing. "I certify under penalty of law that all stormwater discharges associated with construction activity from the identified site that are authorized by the National Pollution Discharge Elimination System (NPDES) and State Waste Discharge general permit have been eliminated, or that I no longer own or operate on this site. I understand that by submitting this Notice of Termination that I am no longer authorized to discharge stormwater associated with construction activity by the general permit, and that discharging pollutants in stormwater to waters of the State of Washington is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit. I also understand that the submittal of this Notice of Termination does not release the permittee from liability for any violations of this permit or the Clean Water Act." Wastewater Utility Supervisor Title January 20, 2012 —Tj Washington State Department of Ecology Discharge Monitoring Report (DMR) Permit Number: WAR011834 Permittee: STONEGATE LIFT STATION CONVEYANCE Facility County: King Receiving Waterbody: Monitoring Period:02/01/2011 - 02/28/2011 Outfall: 001 0 � � R 0 a 3 r i 3 r u u o `n E p E o p _o c o � p c c w _® c c 06 w m v m z a C z v m L' a u v E 2 vF' .v2 cE a _Ma. U z zu z90 CD ) zaaaA t9 Monitoring 6 6 6 001 001 001 Week Point 1-T 2/1/11 C C C C C C 2-Su 2/6/11 C C C C C C 3-Su 2/13/11 C C C C C C 4-Su 2/20/11 C C C C C C 5-Su 2/27/11 C C C C C C Non Report Codes Used: C - No Discharge Overall DMR Notes/Comment Non Report Reason Code: C - No Discharge BMPs Monitoring Point Week BMP 1 Gravel Filter Berm 1 Sediment Trap 1 Silt Fence 1 Straw Wattles 2 Gravel Filter Berm 2 Silt Fence 2 Straw Wattles 3 Gravel Filter Berm 3 Sediment Trap 3 Silt Fence 3 Straw Wattles 4 Gravel Filter Berm 4 Sediment Trap 4 Silt Fence 4 Straw Wattles 5 Gravel Filter Berm 5 Sediment Trap 5 Silt Fence 5 Straw Wattles Page: 1 of 1 Version: 1 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 property gather and evaluate 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 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. Dave Christensen Signature 3/1/2011 2:12:24 PM Date f Washington State Department of Ecology Discharge Monitoring Report (DMR) Page: 1 of 2 Permit Number: WAR011834 Permittee: STONEGATE LIFT STATION CONVEYANCE Facility County: King Receiving Waterbody: Monitoring Period:01/01/2011 - 01/31/2011 Outfall: 001 u u e +c O o o C +`e ia` 3 v 2.0 0 ,�` ?. C �7@t7 =7Z�i =72 a +QU mom. a Monitoring is G7iY9®i7 C2t17 ta 6 6 6 001 001 001 Week Point 1-Sa 1/1/11 C C C 2-Su 1/2/11 C C C 3-Su 1/9/11 3-F 1/14/11 33` 4-Su 1/16/11 4-M 1/17/11 33 5-Su 1/23/11 C C C 6-Su 1/30/11 C C C Non Report Codes Used: C - No Discharge Outfall: 001 - Version: 1 Monitoring Point Parameter Sample Date/ Statistical Base Value Notes/Comment 001 Turbidity (Transparency 1/14/2011 33 >60 CM Tube) Unknown CM BMPs Monitoring Point Week BMP 1 Gravel Filter Berm 1 Sediment Trap 1 Silt Fence 1 Straw Wattles 2 Gravel Filter Berm 2 Sediment Trap 2 Silt Fence 2 Straw Wattles 3 Gravel Filter Berm 3 Sediment Trap 3 Silt Fence 3 Straw Wattles 4 Gravel Filter Berm 4 Sediment Trap 4 Silt Fence 4 Straw Wattles 5 Gravel Filter Berm 5 Sediment Trap 5 Silt Fence 5 Straw Wattles 6 Gravel Filter Berm 6 Sediment Trap 0 Washington State Department of Ecology Discharge Monitoring Report (DMR) Page: 2 of 2 "ION" 6 Silt Fence 6 Straw Wattles 1 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 gather and evaluate 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 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. Dave Christensen Signature 2/2/2011 11:01:56 AM Date Washington Department of Ecology Submission Cover Letter WebDMR - DMR Submission 2/2/2011 11:01:57 AM Report Received Dated: 2/2;2011 11:01:57 AM (City of Renton (Dave Christensen lWebDMR Attachments: 'Documentof . • Document Submitted Copy of Record for City of Renton Copy of Record CityofRenton Wednesday February 02 2011 Attestation Agreed to at Signing: I certify I personally signed and submitted to the Department of Ecology an Electronic Signature Agreement. I understand that use of my electronic signature account/password to submit this information is equal to my written signature. I have read and followed all the rules of use in my Electronic Signature Agreement. I believe no one but me has had access to my password and other account information. I further certify: I had the opportunity to review the content or meaning of the submittal before signing it; and to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I intend to submit this information as part of the implementation, oversight, and enforcement of a federal environmental program. I am aware there are significant penalties for submitting false information, including possible fines and imprisonment. For Ecology Use Only --- NSIFcUWzlg2PwU 14HJq4/VNdzyIPVBOR1gP1DHKVdp36DAivAi6ko+rO8fbP30iiSdZFBjobio7s/ VKFWObN K3medZoLsNjZye7ZZ90+sRg= .q PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreake: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148`s Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: t� W Calz►►; �i= s, �� gAt v4 v- Monitoring Period: -bcC— 2010 Use same description each month '4V % Month/Year Use one DMA for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment B1VIPs Used Prior to �4 ee 3V ' Sampling - Turbidity brans arency p pH Discharge from Site �o Discharge Monitoring g Date (List all that apply) — This Centimeters P = Sediment Pond/Trap/Tank/Vault C = Chemical Treatment/Sand Filter Week �iunthiD i�,]ear A I[ Sites less than S If applicable S Silt Fence «= St Fe Rattles Cnir !!'attl s Check if acreaonh D = Check Dam'Trian2t lar Silt Dike - applicable O Other Example Week 1 Week 2 Week 3 Week 4 _ Week 5 S i p No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): CO,r, si .. S "S j�EV A c� �i'a (f 1w 5'77�—ae�r r, A/ 7 2c i c� DGC Z 3 2r— i c '1—C JAu 2 2011 NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: ' JAY ZL -1 3.T 73 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WrM THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING THE POSSIBILM OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THEsE sTA TuEs mA Yflvcr-E2f22yj upM sia, 000 00 AND/ OR MAXWM LUJUSONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) NAME/1TTLE OF PERSON ONATOR ORrrY (SEE INSTRUCTIONS) DATE: DAY YEAR 6VI►� RISi i [� ��"i �fS�?� ((MONTH JA"L 7z� 2G// SIGNA OF tERSON TY PHONE NUMBER OF PERSON WrM SIGNATORY AUTHORITY Z: 43o 72/2 'MMAIL-4UR DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 r DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU'.s, or transparency results less than 6 cm. yy ' LLAw MAIL YOUR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER 0UALITYRR0GRAM—CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 Stormwater Pollution Prevention Plan Inc C, 14- `c l t) Water Quality Monito in Was any water quality monitoring conducted? ❑ Yes ❑ No If water quality monitoring was conducted, record results here: if water quality monitoring indicated turbidity 250 NTU or greater; or transparency 6 ' cm or less, was Ecology notified by phone within 24 hrs? YesOe No If Ecology was notified, indicate the date, time, ontact name d p one number belov,: Date: Time: Contact Name: Phone #: _ Gen a! Comments an Include BMP repairs, mainte nee, or installations made as a result of the inspection. Were Photos Taken? ❑ Yes ❑ No If photos taken, describe photos below: 1 I s' f 42 Stormwater Pollution Prevention Plan Stormwater Discharges From the Site Observed? Y FNj Problem/Corrective Action Location -f:,+A v- fg-e- fP-W k Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen 41 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148`b Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Use same description each month Use one DMR for each monitoring point Monitoring Period: %t/ri/ Zo I D Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BAIPs Lsed Prior to to WeeklySampling-bTransparency Turbidity pH Discharge from Site Discharge Monitoring; Date (List all that apply) lliis - Centimeters P = Sediment-Pond,'TraplrankN cult \Week C = Chemical Trentment'Sand Filter - S SiltFence- 11lonth/Da}/1'ear N'rL Sites less than5 acres only if applicable �; Straw R'attlest'oir 1�"attles Check if D —Check Dam Triangular gilt Dike applicable O — Other �— PL Week 1 Week 2 Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on 0 Ee 20 I D p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: Nol3sv —JOHQ 7, 5 30 2.'7 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS MVI MIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMAT N IS TRUE, ACCURATE, AND COMPLETE I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATIO CL ING THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER T'SE ST:3TTIES �!.lT VV E UP TO S10,000.00 AND/OR MAX3KUMIMPRIS0NALE7VT OFBETR'EEN SIX MONTHS AND FTVE YEAR&) NAMF/T E OF PER,S WITH S ATOR AUTHORITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR D� l C4-1"/ Ns �es v t>rCc- SIG(VA OF ON w A S TORY AUTHORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY —_�'' - 42-:g 4-30 7z!Z \'� �L YOURDMR (WITHOUTINSTRUCTIONSPAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTIONSTORIVIWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7.696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YOUR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER 0UALITYPR0GRAM — CONSTR UCTION STORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreaje: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148`s Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Monitoring Period: AG: �!G Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR If a section does not apply, please annotate "N/A", leaving no blanks. ,: , Treatment BAMPs Used Prio>''to fit' �'Veekly Sampling 'turbidity Transparency pH Discharge fromSite � Discharge �Tonitaring I}ate (List all that appl}) — This Centimeters I'=Sediment:Pond�TrapTankNault Filter ai Treatinent'Sand Silt FenceWeek ;: itontb,(J)ay(]ear -1TC n Sites less than If applicable — �� — Straw WattlesiCoir 1� attles Check if = =, acres only ll=Check Dam/TriangularSiltllike - applicable y 0 = Other _ -a._ E - :. - g4_ -pap _ �_ _ _ Week 1 Week 2 Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on DEC. Zoi© p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: 4-Z voH v o I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING THE SSIBILITY OF FINE AND IMPRISONMENT. SEE IS USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER =E STd� Y CL UP T f 0 004 00 AND/OR MAI11fM IMPRMONMENT OFBETWEE7V MX MONTHS AND FfVE YEAR&) NAMEMTLE,,W PER=N-SGNATORTY O SEE INSTRUCTIONS) DATE: MONTH DAY YEAR SIGNATURE O ERS SIGNAT YA PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY YOUR DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER QUALITYPR0GRAM- CONSTR UCTION STORMWA TER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERMIT 4 WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER 0UALITYPR0GRAM — CONSTR UCTION S TORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26h St & 148'h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Monitoring Period: lr5e�7- Zo/ c Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR- If a section does not apply, please annotate "N/A", leaving no blanks. 'to,. Treatment BA!'IPs d Prior 10 Weekl 3 Sampling- Turbidity Transparency p` pH Discharge from'_Site Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond,Trap'[ ank-Vanit C= Chemical rentmenLSand Riter :. = S Silt Fence '-1lonthlDa}/Fear `N7 [ Sites less than S if applicable - �i = Straw «attles,Cou l� attles Check if - acres only D = CheckDamCFrianaular Silt Dike applicable 0 = Other Week 1 Week 2 Week 3 Week 4 Week 5 �( No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on Aje V, p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): N!e-i.�L � �S Gc�•jF�-�'�b �..L �..e..Y �/ O, 50 / �. D i5: u.:Zc�:ti, C. Gdri 5:7�-u e7'ie�! NAME / PH/HONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: `Jc� ..e a 4-2-3o '7 Z I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCL POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTTF.S UNDER THESE STATUPS E UP TO , 0.00 AND/OR MAXI W DfPRISONMENT OFBETWEENM X MONTBSAND FIVE PE4.U) (SEE INSTRUCTIONS) NAME/rITLE OF PFR96N WITH SI TORT Y A Urr DATE: MONTH DAY YEAR fr SCR . ��T ZO / O SIGNATURE O E N GNATOR — PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY -7 Z'7 MAIL Y6M DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. ._ e-..Sn�.�1.�`:�!'. � �.. w r+a r"i '. ,f ... -.y :.� �. � ay. •> :"L-, ....X.` ,.. �`c'' Y aY.ds:-� MAIL YO UR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM—CONSTRUCTIONSTORMWATER, PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name:.Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26`b St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth -Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Use same description each month Use one DMR for each monitoring point Monitoring Period: Aoc, Zo/© Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR If a section does not apply, please annotate "N/A", leaving no blanks. :=. a�—�: r:: x=_ _ s�� -- =x= r - L�=.>-^_^=-_.s:r -�:� _-; _'_r.: ig - — '-•i�r-=��—=- == _-- 7'x77 10 RE MOM r .sueRIED' ''�- ''2" .'ci— �3�'. 1!'F�n1Ipj ��. 5�� - x _THY enfamier rt -Phis aul�auit -- — cdi end o s ,�iamicatea nfantifkx'= i ` 4-'ee_ t } � � -r _ fiCa�Y �F'�ttle�L-n a fig• " 3 � tt3�t a3 ea r � 6s �C+ n 3 EPiim a - — - g �Y _� Gheck�amlan_ �. the _ CC {"%{._ 7P Mom Week 1 Week 2 Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS I EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME I PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: Z 3 D 727 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMNMIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLIZING THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTLF.S TO S10, 000.00 ANDIOR MAXUfUM M(PRONMENP OFRETWA'MV MX MOA7W AND FIVE YE4R&j UNDER TRFSE STA YIN 1T1VES IS iYAME/TITLrEERS ON SIGNATOR ORITY (SEE INSTRUCTIONS) DATE: MONTH SIGNA PERS WITH SIGNAT AUTHORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORTI Y ,,7 CD -77-75 �� V MAIL YO UR DAM (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER QUALITYPR0GRAM - CONSTR UCTION STORMWA TER, P.O. BOX 47696, OLYMPL4, WA 98504--7696 PERNUT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU',s, or transparency results less than 6 cm. MAIL PO UR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM= CONSTRUCTIONSTORMWATER, PERMIT 9 WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26`b St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton-, WA 98057 MONITORING DOCUMENTATION j Unique Discharge/Monitoring Point: 'DPP/ ��JrF4w cg Zz4zcP Monitoring Period: JUL-y 2-CIO Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. .f `4eeldR _ 3 -areatmeni 13MPs Us11�dl.Pppr�Ior to ' .S±eL IJ� s _� . - Sam71ng �Purbadlty? Tra7lsatenc 5 T-F V_' �1P�u.L. z , 1!� n ffl �Onz� k + _ (Flat all that ap 'I� _ x �lschaxg z$ zb. eniimeter , 5 f �edtmenLPond�ira�1�� ' , hem►caieatmentanddtr ,Week , W r S►tes Tess than h 4'attlest 301 % ' w �. 3yras "?ca- _,£s ;d-1 ', sr a` =x` -. k'" .,•F -. heC%)111u.LTlan, d'"§..a E`s ' S ..... eYS'- &.S.>^, ...i: :k E— 3�. .k- .T'!; .' ir�.F :.9 i 'o-3i a � _� :.? ... . '.. S�v £Z, "" — ..��v. ekA . '.? P,.—+.ti..:'..'�ii' "Fr?'. J - 4 •'.t'.r kCfil)t �2 P 1L5iY7D �r 3✓%#t _ _ Week 1 Week 2 Week 3 v Week 4 Week 5 Ej No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: JA y 0,42-t-j ✓ 2c-10 24E 7 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALS G THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER T$ES ATUESMA CLUDE FINES U TO 510,000.00 AND/OR MAXIMUMIMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) N OF PERSO SIGNATOR ORITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR D C SIGNAr OF PEAS0,N WITH SIGN O AUTHORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY 42 3n 7ZlZ `y Y UR DMR (WITIIO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOL GY, WATER Q UALITYPROGRAM - CONSTR UCTION STORMWATER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERNUT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER 0UALITYPR0GRAM — CONS TRUCTIONSTORA WATER) P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreae: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: DPp-6- te a.-+, c8 24-CZ4- Monitoring Period. �uN e_ Z01 O Use same'description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment 13MPs Used Prior to O V� eekly Sampling Turbidity Transparency pH Discharge from Site g Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Trap(Tank/Vault Week C = Chemical Treatment/Sand Filter S = Silt Fence Month/Da}/Year NTC Sites less than if applicable R` = Straw Wattles/Coir Wattles Check if acres only D = Check Dam/Triangular Silt Dike applicable 0 = Other Ni Week 2 ,. Week 3 Week 4 Week 57, ' � No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATIO UDING THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE IS USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE Y UDE FI S TO SIO, 000. 00 AND/ OR MAXIMUM LKPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) NM F PERSON SIGNAT TY ORITY (SEE INSTRUCTIONS) DATE: DAY YEAR Dd D Co7Z c5✓PKt MONTH �Jv�y SIG A OF PE N WITH SI A Y AUTHORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY z � z,, 0- �� V4 YOUR DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTIONSTORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. 5 1Vi T W T F 5 MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed AcreaIe: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148"' Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: pp +* ¢ o,,TFaL.Lcg 156�F- Monitoring Period: —ju ilk Zvl Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMPs Used Prior to No R eekly Sampling Turbidity Transparency pH Discharge from Site g Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/TrapgankVault Week C = Chemical Treatment/Sand Filter S= Silt Fence Nlonth/Da}/Year NTU Sites less than S If applicable W = Straw Wattles/Coir Wattles Check if acres only D = Check Dam/Triangular Silt Dike applicable = O Other Example 10/06/o6 sw N/A ?, s, V') Week 1 Week 2 �_ /. ✓ Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: vA �2oW..1 2-v S 1 3 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS CCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE TI G POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE S ES AM LUDE UP T SI0,000.00 AND/OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS.) NAME/1'ITLE PERSON SIGNATOR A ORITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR 1>1V1 CH �Sc9 V Sb/z �vt ZO/Q SIGNA RE O ERSO H SIG ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY ` S 4-30 7Zl ML YOUR DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreae: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: bP I c� rr=.�_ CS 2Z4Z4o Monitoring Period: Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BNIPs Used Prior to No Weekly Sampling Turbidity Transparency pH Discharge from Site Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Trap/Tank/Vault Week C = Chemical Treatment/Sand Filter S = Silt Fence l�lonth/Day/1"ear \TG Sites less than if applicable W = Straw Wattles/CoirWattles Check if acres only D = Check Dam/Triangular Silt Dike applicable O = Other Example za%re!c� Week l Week 2 Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: --jf+2 S% 3S I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATIONj&TRVr,—ACCEqZATF, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFO N IN ING THE PO ITY OF FINE AND IMPRISONMENT. SEE IS USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE STATU MAYWCL FINES UP TO SIO, 0.00 /OR MAXIMUM IMPRISONMENT OFBETWEENSIX MONTBSAND FIVE YEARS) NAME/IITLE OF P SON WITH SI TORTY AUTHO (S INSTRUCTIONS) DATE: MONTH DAY YEAR � �. D „ — te SIGNA OF P ON WITH NATORY O PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY ��l v MAIL YOU"MR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTION STOKVfhATER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERMIT 9 WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. 5 r M T W T F 5 i MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT 4 WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Disturbed Acreage: 1.2 Location: NE 26`h St & 1481h Ave SE Renton, WA 98057 County: King Company: City of Renton Permittee/Operator: John Hobson Mailing Address: 1055 South Grady Way, Fifth Floor Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: tD#-x¢ o,r,=iw c.8 21-� Use same description each month Use one DMR for each monitoring point Monitoring Period: _ A V ZfY0 Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. T c �t , - 'iS s � IatmEllS��S�pi�i ''-+c vuF-Y E e� x ` a 11n x Y 5e1j fansa �urblIT IL '. enc �'•. �fT 1 f �z YpA� �2-.S''t _ Discharge f�ct�Ir - cha rpe IOII1Hi �ientsmeer� gFMR€ ' 14� Xed►menton . % SF RIi r i h ab[iL�ault�s F. ti- l�micaeatmandrt ... ' QGeEk kW 1' ..E _"M.k''z` 'Y' 33-�k' T '4 % 1 zu. 8 �E' z� �z yy' @ 4�. .v� '1-1��iLeIIee•' 43" '�k �m. 9 3'M.e F PfM3.dh £ k Off d C81T +' g Fw a-'c x hL a� d r F -�-�' -# {{�� tnh Y�.ites hd1l,S di SAS. C.UIII "°.'hCG�i�aID%ilffIIfld i 11 8 z- $1iX tt�Wol.1 C. 1CC1Ct tFn `'"s -: �+� ? - x yi " ki. .4 •r �`F�t�er S .i3. .'Est� ExampleI�lI[�� ;_ - _ tx - _ _ Week 1 1111A Week 2 111A Week 3 4//,4 Week 4 v+ 8 iJ Sc: uz� t' Week 5 ❑ No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME //PHONE NUMBER OF ON -SITE CONTACT ERSO WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: -J/, 5-71 35 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING F O TION ING T POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THE TATUES MA UDE SUP TO $10, 000. 00 AND/ OR MAXIMUM IMPRISONMENT OFBETWEEN SIX MONTHS AND FIVE YEARS) NAME/T 'E OF PERSO SIGNAT A ORITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR , SI A F PE O H SIG OR UTHORTTY PHONE 3ER OF PERSON WITH SIGNATORY AUTHORITY ANUM YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPAR TMENT OF ECOL O GY, WATER Q UALITY PR 0GRAM - CONSTR UCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 11 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM- CONSTRUCTION STORMWA TER, v n nnV 474n4 nr vadrnr,i rvA nocns �<nt PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Disturbed Acreage: 1.2 Location: NE 26`h St & 1481h Ave SE Renton, WA 98057 County: King Company: City of Renton Permittee/Operator: John Hobson Mailing Address: 1055 South Grady Way, Fifth Floor Renton, WA 98057 MONTTORING DOCUMENTATION Unique Discharge/Monitoring Point: DPftj Cv„=AFL_ Cc; 24024- Use same description each month Use one DMR for each monitoring point Monitoring Period: 1,14 -1 'Z G / G Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. % 1 Ni 'a4 Ta#Ilen iklu ]f1 .f]^ - �,-'#." *e�e��G ""Su�f'v -S• .a�'tiyK '_ a G k �C � Tom„ ss F v �bc�� Y '?4 aIsPa egcx y J ;+. � { # .. 'i �+'.i .�:'{��i-�' � 3 .� £.. ��,..j�'y� p y{��..�}'}� Y Dlsch'argefl<�o Lft:A:IAW� _3 N�b_a �. rc�{� y�■�j �j�Ok �� l/. L -6e �yVf�,K�t1utau a `` .t .ae " : °'" ..IItl�le�P.T'S'":, -reF�IIQCIiL•OAir 1�1�.4ij I';R�iaR'�dn�t W„- }fif'r,-..: �: ' �..t'"4 i� yM _ an: y-. �-` . X3 € - .s s�6r- /�'�Q -_y}'' .l�LLexatm 1�Pia `ILLCLt{�$ ,nkl(tGii• ah- h:', ::t— WVI.v,�j�Yt vrtu; A I. '-r�eyi•e .r, °.F ti sY� yJ t - .! k�5� t..�$ 4tw uS +{ ^hh ik " :i h 'Z' "��rtes��s fh� ya&&.a r� [ _ .£T- ) � '� yyA$$ ..3. �} ��. .. �iL.� �Ze '"% _ Wr\. 0. P �,��`` "S [en'[ h'erCzaircan R li y � _ff.^1..&3� � -.=11��a via.. �.;'._�� .��jj _'s.... .:�. _ .�;...�__k ".�'" �4'.tfr. n... an.T yy�,.� /f1rr.#�.�.��>{��: .n ,/�'�p'a� _ _ Week 1 Week 2 Week 3 Week 4,!— Week 5 0 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON-STIE CONTACT PERSON WHO CAN ANSWER QUESTION RELATED TO THIS REPORT: --jAy 5i�y✓ 2c,4 -5-7t 35.3 I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION I ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE [ON ING POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE ST S MAP C E FINES UP SI a, 000.00 AND/ OR MA)aMW IMPRISONMENT OFBETWEENSIX MONTHS AND FIVE YEARS) NAMEIT TLE PERSOZWIIGNATORTY AWIPRITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR SIGNA PERSON SIGNAT ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY MAIL R DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTION STORMWATER, P.O. BOX 47696, OLY1PL4, WA 98504-7696 PERMIT # WA.R011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YOUR DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPAR TMENT OF ECOL 0 G Y, WATER 0UALITYPR0GRAM —CONSTRUCTIONSTORMWATER, PERMIT 4 WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26`h St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: 1>P4 / cz� 224z4:, Monitoring Period: /Y& y Z c'- ff/ Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. if a section does not apply, please annotate "N/A", leaving no blanks. azz� �A' y "II' etc i i i c S' b C Y c `ii w'E'ira " NEW fireat�ment $MPs Ised Dr t(i �e�a 11ng �urbadlyausparenc Dischargefr to a J - R Is�ali that ap 1 R DIseha�ra b )OIIlI3i�I W-eutlmeredlmentPV2I� 'n Y'*i a dF R �' ✓sf! `w _. 5 9�°%F 1 M R ' �i i 'E k i f .. SAY•.- .-Y'-'µ-'�L9- m-5.4'!�. Rr'}j¢X}X -2S Yz'�� p�.i..,..#..�,+!y,{��,eeh _�`�"�' L4]1i41'�ii3l�LLH�L 1T.LLG Y u - .y'i.:�x:r - r LlppliealJle �- Stays W�ttie�f�a Chetlr if ' Er €^ a�, aesllnly'_.`xr -�heek�amli"nan ulaafi�e�i " tl�l#cable JM..- Ex �e �z�lt1�� P -..- 32 - t�iJ _ N/ft/ - _. - Week 1 Week 2 N 1A Week 3 L/ ~ CfiTC - 13 A-f�Sr- c,� S Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: --/2c 7c7(c- S 3. I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INf0-R TION INGL G ZU POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE STATUES MAY LUDE FINES VT510, 000.00 AND/ OR MA)UMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) NAMEITITLE-OF PERSON IGNATORTY RrI Y (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR SIGNA F PERSO ' H SIG O ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY �JO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTIONSTORMWATERI P.O. BOX 47696, OLYMPIA, WA 98504-7696 la01.7►V1IIIEAyff—y.611JU C , DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER O UALITY PROGRAM — CONSTR UCTION STORMWATER, PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed AcreaIe: 1.2 Permittee/Operator: John Hobson Location: NE 26` St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Use same description each month Use one DMR for each monitoring point Monitoring Period: Nlonth[Ycar Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMPs Used Prior to No Weekly Sampling Turbidity Transparency pH Discharge from Site Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Trap/Tank/Vault Week C = ChemicalTreatment/Sand Filter S = Silt Fence nionthlDay/1 ear - NTU Sites less than 5 If applicable W = Straw Wattles/Coir Wattics Check if acres only D = Check Dam/Triangular Silt Dike applicable = O Other Example Week 1 v Week 2 Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on Zo/G ❑ There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFO IS ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFO ON INCL G HE POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER TS TA YINCLUDE FI UP O S10,000.00 AND/OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTZIS AND FIVE YEARS) N LE OF PE WITH SIGNAT TY ORITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR S NA�OFON WITH NA ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY ¢Z.S- ¢3-- `7Z I Z YOUR DMR (WITIIOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTION STORMWA TER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. i F 5 MAIL YO UR DMR MTHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26`h St & 1481h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Monitoring Period: 1-166K<_)i 2-00 Use same description each month Month/Year Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BWs.Used'Prior to,,"'.No . WeeklyTransparency,: Sampling Turbidity P Y . pH _ Discharge from: Site Discharge Monitoring Da (List all that apply) This Centimeters' P = Sediment Pond/Trap/TankNault Week C= Chemical Treatment/Sand Filter' Month/Day/Year ' NTU Sites less than 5 If applicable S=Silt Fence W = Straw Wattles/Coir Wattles Cheek if - acres only .- ` D = Check Dam/Trian6 filar Sit i Dike= applicable,' 0-= Other Example 10.106/06 32 N/A N/A P, S,_W Week I Week 2 Week 3 Week 4 Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on Jv, jE 2-1 There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE TION INCLUDING THE P SSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESES ES MAYI CL P TO 10, 00.00 AND/ OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS.) NAME/TITLE PERSON WITH GNATORTY A ORITk (SEE INSTRUCTIONS) I DATE: MONTH DAY YEAR /Ipe,t_ S Zr_/o PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY 4ZS 43c NAIL TU�Z DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER QUALITYPR0GRAM — CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YOUR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER OUALITYPR0GRAM — CONS TR UCTION S TORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acrea e: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148`s Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Monitoring Period: 2-0( o Use same description each month Month/Pear Use one DMR for each monitoring point Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMPs Used Prior to No Weekly Sampling Turbidity Trans arenc Y P pH Discharge from Site Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Trap/Tank/Vault C = Chemical Treatment/Sand Filter Week S = Silt Fence Month/Day/Pear N I'C Sites less than 5 If applicable NN = Straw \Wattles/Coir Wattles Check if acres only D = Check Danu Triangular Silt Dike applicable O = Other Example �,'c�-� ._ _» /,� P, ✓✓ Week 1 Week 2 Week 3 v" Week 4 C% Week 5 (� No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on %J-ME Za't p There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMEUAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION OSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE ST YIN E FINES UP 510 000.00 AND/OR MAMMUMIMPRISONMENT OF BETWEENSIX MONTHS AND FIVE YEARfi) NAMEIFITLE ERSON SIGNATORTY A O (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR ��.v�o c i MARr-H Z zoio SIGNATU SIGNAT A ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORrrY �PERSOVITH 42.5 �i-3o 2tZ �" ' IR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. F 5 MAIL YOUR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed AcreaIe: 1.2 Permittee/Operator: John Robson Location: NE 26 St & 148th Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Use same description each month Use one DMR for each monitoring point '.Monitoring Period: -,.4NUAR:-( ZOICv Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BWi s Used Prior to NO Weekly Sampling Turbidity Transparency p �` PH Discharge from Site Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Trap/Tank/Vault Week C = Chemical Treatment/Sand Filter lonth/Day/Year NTU Sites less than 5 If applicable S = Silt Fence W' = Straw Wattles/Coir Wattles Check if acres only D = Check Dam/Triangular Silt Dike applicable O = Other Example ,, Week 1 Week 2 Week 3 Week 4 Week 5 p No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on juNE tot ❑ There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCL ING THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE STATUES MAY INCLUDE S UP TO $10, 000.00 AND/OR MAXIMUM LWPRISONMENT OF BETWEEN SIX MONTBSAND FIVE YEARS) (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR =A,VPAUTHORITY ASTEWAIWX. SOPEftvtS 1=in, 3 ZVC SIG A O=ONWITH N ORY AUTHORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY ¢2S 30 -7212- L YOUR DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. : MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26 St & 148te Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: Use same description each month Use one DMR for each monitoring point Monitoring Period: �i-TURZ 2 0o j Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMPs Used Prior to No Weekly Sampling p Turbidity Transparency pH Discharge from Site Discharge Monitoring b Date (List all that apply) This Centimeters P = Sediment Pond/Trap/TankNault Week C = Chemical Treatment/Sand Filter S= Silt Fence Month/Day/Year NTti Sites less than S If applicable W Straw Wattles.'CoirWattles Check if acres only D = CheckDam/Triangular Silt Dike applicable O = Other %neck 1 Week 2 Week 3 Week 4 Week 5 p No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on ,4rF— Zo/O There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE STA YINCLUDE FINES UP 0,000.00 AND/OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEAR&) NAME/TTTLE ERSON TH SI___ QRITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR ,4v� �NRi S�JJ i�2 ¢ Ze'/Ci SIGNA7 A ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY 7PERSrSIGNA t't2S O z/Z `OUR DMR (WITHOUT INSTR UCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTION STORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHO UT INSTR UCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER QUALITYPR0GRAM — CONS TR UCTION S TORMWA TER, P.O. BOX 47696. OLYMPIA. WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26`h St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: _ Use same description each month Use one DMR for each monitoring point Monitoring Period: AleyENwIz. Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMWs Used Prior to ..Weekly Sampling Turbidity Transparency pH Discharge from Site g NO Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Tra fTank/Vault p C = Chemical Treatment/Sand Filter Week Month/Day/Year NITJ Sites less than If applicable S = Silt Fence W Straw Wattles/Coir Wattles Check if acres onh D = Check Dam/Triangular Silt Dike applicable O = Other Example Week 1 Week 2 Week 3 Week 4 Week 5 11' No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on �; i !E] There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION CHE POSSIBILITY OF FINE AND IMPRISONMENT. SEE IS USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE STATU E FINES UP O 50,000.00 AND/OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) NAME/TITLE "LPON S GNATORTY A HORITY (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR t! — L -s 2- Z GCS' SIGNA OFVERSO WIT74 SIGNAT A ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY w-� '-MZM-W�R DMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM- CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHO UT INSTR UCTIONS PA GE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMWA TER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26th St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: _ Use same description each month Use one DMR for each monitoring point Monitoring Period: Month/Year Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharee. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMPs Used Prior to No Weekly Sampling Turbidity Transparency P Y pH Discharge from Site Discharge Monitoring Datc (List all that apply) This Centimeters P = Sediment Pond/Fra /TankNault � C = Chemical Treatment/Sand Filter Week Dionth/Day/Year N7 U Sites less than If applicable S= Silt Fence «' = Straw Wattles/Coir R'attles Check if acres only D = Check Dam/Triangular Silt Dike applicable O = Other Example Week I Week 2 Week 3 Week -I Week 5 No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on Ai " ' ' e_ C 1 C 0 There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE I T TION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT. SEE IS USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE ST S MAY CLUDE P ,� 10,000.00 AND/OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) NAME/TITLE PERSON WI ATORTY H RITY (SEE INSTRUCTIONS) DATE: MONT DAY YEAR ft�A �/s ,� ; ,�.,� 7> -z-, a'y SIGNATU OF PERSON H SIGNAT ORITY PHONE NUMBER OF PERSON WITH SIGNATORY AUTHORITY - � YOUR DMR (WITHO UT INS TR UC TIONS PAGE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTION STORMWA TER, P.O. BOX 47696, OLYMPL4, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. 5 M T W T � 5 MAIL YO UR DMR (TVITHO UT INSTR UCTIONS PA GE) TO: DEPARTMENT OFECOLOGY, WATER QUALITYPROGRAM— CONSTRUCTION STORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 CONSTRUCTION STORMWATER GENERAL PERMIT DISCHARGE MONITORING REPORT (DMR) DO NOT ALTER THIS FORM PROJECT INFORMATION Site Name: Stonegate Lift Station Conveyance Company: City of Renton Disturbed Acreage: 1.2 Permittee/Operator: John Hobson Location: NE 26`h St & 148`h Ave SE Renton, WA 98057 Mailing Address: 1055 South Grady Way, Fifth Floor County: King Renton, WA 98057 MONITORING DOCUMENTATION Unique Discharge/Monitoring Point: _ Use same description each month Use one DMR for each monitoring point Monitoring Period: '5F Month/V ear Please send your Discharge Monitoring Report (DMR) to Ecology every month, even if there is no discharge. Also, read the attached instructions before completing the DMR. If a section does not apply, please annotate "N/A", leaving no blanks. Treatment BMPs Used Prior to �o Weekly Sampling Turbidity Transparency p pH Discharge from Site Discharge Monitoring Date (List all that apply) This Centimeters P = Sediment Pond/Trap/I'ank/Yault Week C = Chemical Treatment/Sand Filter Sites less than S = Silt Fence Nlonth/Day/Year NTU acres onh If applicable W = Straw Wattles/Coir Wattles 'riangular Check if D = Check Dam/ Silt Dike applicable O = Other Example Week I Week 2 Week 3 Week 4 Week 5 �(No soil disturbing construction activities have taken place on the site yet. Construction is expected to begin on MAR 1 t, There was no discharge during normal working hours this month (provide comments or explanation below) COMMENTS / EXPLANATIONS (ATTACH EXTRA SHEET IF NECESSARY): NAME / PHONE NUMBER OF ON -SITE CONTACT PERSON WHO CAN ANSWER QUESTIONS RELATED TO THIS REPORT: I CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEREIN AND BASED ON MY JUDGEMENT OR MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION; I BELIEVE THE SUBMITTED INFORMATION I CURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE ON ING IBILITY OF FINE AND IMPRISONMENT. SEE 18 USC § 1001 AND 33 USC § 1319. (PENALTIES UNDER THESE S ES MAY I L FINES UP T070, Oq9.00 AND/ OR MAXIMUM IMPRISONMENT OF BETWEEN SIX MONTHS AND FIVE YEARS) NAM ITLE RSON WITH NATORTY AUT RI (SEE INSTRUCTIONS) DATE: MONTH DAY YEAR tdvA0 /Z'�' IGNArZ PERSON SIGNATO RITY PHONE NUM ER PE fON ITH SIGGNNNATORY AUTHORITY 1r�L f !/✓+ G.� YO'tgDMR (WITHOUT INSTRUCTIONS PAGE) TO: DEPARTMENT OF ECOLOGY, WATER QUALITYPROGRAM -CONSTRUCTIONSTORMWATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 PERMIT # WAR011834 DAILY TURBIDITY/TRANSPARENCY SAMPLING LOG Note: Daily sampling is triggered by turbidity sampling results over 250 NTU's, or transparency results less than 6 cm. MAIL YO UR DMR (WITHO UT INSTR UCTIONS PA GE) TO: DEPARTMENT OFECOLOGY, WATER OUALITYPROGRAM— CONSTRUCTION STORMIVATER, P.O. BOX 47696, OLYMPIA, WA 98504-7696 CITY OF RENTON Plumbing Permit Permit Number: P110246 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Nature of Work: BACKFLOW DEVICE AND HOSE BIB FOR STONEGATE SEWER LIFT STATION Job Address: 2615 NILE AVE NE Owner: STONEGATE HOA PO BOX 2691 RENTON WA 98059 Tenant: STONEGATE SEWER LIFT STATION Contractor: WOLF INDUSTRIES INC Contractor License WOLFIII921BD 10600 NE 189TH ST Contractor Phone 360-314-8037 BATTLE GROUND, WA City License 98604 Other Information: Date of Issue 07/21/2011 Date of Expiration 01/17/2012 Construction Value $1,500.00 Parcel Number 8035400580 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith work is to conform to Renton codes and permit is ganted. ordinances. Applicant X Building Official $20.00 WILL BE CHARGED FOR COPIES OF LOST OR STOLEN PERMITS plumOl 1/01 bh Nature of Work STATION CITY OF R,ENTON Inspection Record Permit Number: P 110246 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS Call by 4:00 pm for inspections the following day - Phone 425-430-7202 Call before work is concealed or concrete poured/Do not pour concrete until approved Do not cover until approved/Do not occupy until final inspection is complete BACKFLOW DEVICE AND HOSE BIB FOR STONEGATE SEWER LIFT Job Address: 2615 NILE AVE NE Lot#/Unit#Bldg#/Tenant: STONEGATE SEWER LIFT STATION Owner: STONEGATE HOA Contractor:WOLF INDUSTRIES INC Phone: 360-314-8037 Total Fees Paid: S62.83 Inspection Type Date Inspector Comments - Underground W & V -40 's Water Service -Meter to - Building41 �,�''/off ��.� �;,]�y�, /�� iw/ • E �' Cr %E: iJ � � Rough -in W & V - 42 - 5AZZ1,6C la2 1'*&&y,? -5 Rough -in Water - 43 Gas Piping - 37 Irrigation System - 44 Add Greastrap - 45 Plumbing - 49 Backflow Prevention -46 3-1(Z Water Heater - 47 Medical Gas Piping - 48 Final - 100 FINAL INSPECTION REQUIRED Post this record at job site at all times CITY OF RENTON �u of Work: Job Address: Owner Tenant: Building Permit Permit Number: B10O458 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Nature CONSTRUCT SEWER LIFT STATION BLDG FOR CITY OF RENTON 2615 NILE AVE NE STONEGATE HOA PO BOX 2691 RENTON WA Contractor: SHORELINE CONST CO PO BOX 358 ~r WOODINVILLE, WA 98072 98059 Contractor License SHOREC*374N0 Contractor Phone 425-483-0600 City License 22527 Lender: Information: Date of Issue 02/08/2011 UBC Type of Construction VB Date of Expiration 08/07/2011 Building Height 16 Construction Value $70,000.00 Story Count 1 Parcel Number 8035400580 Building Sq. Ft. 240 Dwelling Count 0 Occupancy Group F1 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above a ed that City of Renton and information filed herewith work is to confo to Renton coat and permit is granted. ordinances. Building Official BD3214a 12/00 bh Const Other CITY OF RENTON Inspection Record Permit Number: B100458 Call by 4:00 pm for inspections the following day - Phone 425-430-7202 Call before work is concealed or concrete poured/Do not pour concrete until approved Do not cover until approved/Do not occupy until final inspection is complete Nature of Work: CONSTRUCT SEWER LIFT STATION BLDG FOR CITY OF RENTON Job Address: 2615 NILE AVE NE Lot#/ Jnit#/Bldg#/Tenant: Owner: UBC Type: Sq. Ft: 240 STONEGATE HOA Height: 16 Occupancy: F1 Contractor: SHORELINE CONST CO Phone:425-483-0600 Inspection Type Date linspector Comments Erosion Control- 5 Required prior to any earth disturbance on the site UFER Ground - 55 ooting - 10 Foundation - 11 (f Framing - 12 Shearwall - 13 c� Q Insulation - 14 't - Roof - 15 ( _ r C Ceiling - 16 Other - 17 Landscape - 18 Final - 100 'Z YnAL INSPECTION REQUIRED Post this record at job site at all times 7 4� CITY OF RENTON Permanent Installation of Above Ground Storage Tank Permit Permit Number: F 110009 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Nature of Work: Job Address: Owner: Tenant: ABOVEGROUND TANK FOR GENERATOR 2615 NILE AVE NE STONEGATE HOA PO BOX 2691 RENTON WA STONEGATE LIFT STATION Contractor: r SHORELINE CONST CO PO BOX 358 WOODINVILLE, WA 98072 Contact Name: JOHN HOBSON Information: Date of Issue 04/21/2011 Date of Expiration 10/18/2011 Renton Job No Contruction Value $3,000.00 `)8059 Contractor LicenseSHOREC*374N0 Contractor Phone 425-483-0600 City License 22527 i Contact Phone x7279 Total Fees $163.30 The contractor is required to be present during all field inspections. A reinspection fee of $47 per hour, with a one hour minimum, may be assessd for each reinspection when a portion of the work required for inspection is not complete, corrections not made, or contractor fails to keep the appointment. I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith work is to conform tome ton codes and permit is granted. ordinances. � �. �� Assistant Fire Marshal TANK01 1/01 bh Other 4�R CITY OF RENTON =`L Inspection Record Permit Number: F110009 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS Call for inspections - Phone 425-430-7000 Nature of Work: ABOVEGROUND TANK FOR GENERATOR Job Address: 2615 NILE AVE NE Lot#/Unit#Bldg#/Tenant: STONEGATE LIFT STATION Owner: STONEGATE HOA Contraetor:SHORELINE CONST CO Phone: 425-483-0600 Inspection Type Date Inspector Comments Tank Location Tank Anchoring Spill and Drainage Control Vehicle Protection Process Piping Dispensing Electronic Monitoring Signage and Labeling Tank Final Post this record at job site at all times CITY OF RENTON Permit Conditions Permit Number: F 110 0 0 9 Item 1: SUBJECT TO VERIFICATION AND TESTING ON SITE. 2: LABELING AND PLACARDING Warning signs shall be of a durable material with red lettering 3 inches in height on a white background and shall read "CAUTION - COMBUSTIBLE LIQUID". Tanks over 100 gallons shall be labeled identifying contents "Diesel - 375 gallons" and NFPA 704 Placarding. The NFPA Placard for Diesel is: Blue (Health) 2 Red (Fire) 2 Yellow (Reactivity) 0 White (Special) - 3: SEISMIC PROTECTION ' Tanks shall be mounted with adequate seismic protection, a design for which may include at a minimum, through bolts for the tank leggings to a cement poured pad. 4: VEHICLE PROTECTION Provide for adequate vehicle protection around the tank per 312.2 of the International Fire Code. Guard posts shall be minimum 3-feet from the tank and maximum 4-feet on center all around the tank. CITY OF RENTON FIRE DEPARTMENT APPROVED For Construction Subject To Corrections Noted in Red By BUILDERS COPY This set of approved plans MUST be On the job at all times during construction This building is not to be occupied until after the final inspection by the Renton Building Dept and receipt of certificate of occupancy. U z� LL :E O N ------.------- ----------- -------------- o I c o c A s p..p. �.p..p..0. I rts L .�. 9-0- p i i 0 I I I I I I I I I I I i co � I I I I I N 40" 24 " 180" [15'] TANK LENGTH 156" 116�" 66 " 2� T T HOLE FOR ANCHORS O B PLACES A 2" HIGH/LOW ALARM FLOATS (90%,M%) B 2" SPARE C AUDIO/VISUAL ALARM SET AT 85% D 2" SOLENOID (90%) E 4" SECONDARY EMERGENCY VENT (PIPED TO EXTERIOR) F 2 FILL w/CONTAINMENT . DAM G 2" LEVEL GAUGE L 2" LEAK DETECTION FLOAT P 4" PRIMARY EMERGENCY VENT (PIPED TO EXTERIOR) R 1 " RETURN S 1 " SUPPLY V 2" NORMAL VENT (PIPED TO EXTERIOR) FUEL TANK LIFTING LUG - 4 PLACES ISOLATOR PLATES: . 10"x9'k1/2" THICK (4 OF) INDUSTRIES LTD., ALDERGROVE, BRITISH COLUMBIA, V4W 2Z6 375US GALLON UL 142 FUEL TANK LAYOUT ),IECT. NIDAOJECCTT. STONEGATE L.S.IPR 3281 NTs 1 10-872-02 TRACT "A" / 4'0x2' THICK ry �'NE 1 STORM INFILTRATION ASPHALT PAD AROUND CB E C9 SYSTEM DETAIL Q CB, TYPE 1P, RIM = 321.00 5 LEVF1 SPWADQ N-1913531 C8, TYPE 1 E-131662a25 W/ BIRDCAGE C9 PER DETAIL RIM 321.50 _ N=1/ tIXl' WETLAND BUfFEN - TOP-321.6 _ _ I 20 I 8'IE=317.77 ■ I I ' 4IE=317. I 1 Ss:25' INFILTRATION ■ I C9 TRENCH PER DETAILI ■� r \ 3Z ■ N-1fi.72 N=190526.72 1\`-__-__ I �_ -- 16=1 16655.32 E-1316 631.15 ' e sGENERATOR SET e N-190520.72 FF E-Ey-32240 N=190520.72 E 1316631.15 E 1316655 32 NE 3-23-5 \ (LOCK WALL TYPE 3 EXTRUDED CURB \ \ I 'ER DETAIL PER CDR DETAIL F003.2 OIL ATER SEPARATOR PER DETAIL \ r TOP-3.65 19 \ CB, TYPE 1P, I RIM 321.65 ` � N-19052125 N=190514.20 h � � "" - I -1315690. fi =1 1fi 00.05 ,rg igd'rT+.�rsy N=190517 e3 CHAIN LINK ■ Prd) T91"----------------- SECURITY FE1 t NCE I 8'x6' TEEas:L7 \ rJ, N-190515.72 N-190515.72 ";T N-190.51E c`� 3�� E=1 16628. 6 E=I 16648.93+y' I E=131665 I \ N \ \ \ I N CONNECT 322.02 DOWNSPOUT TO CONTROL 4 h I I \ I FRENCH DRAIN BUILDING FF EEV-32s.50 \ \ \ �I ;JAIF' 3221s =19050236 N=19050238 � \ \ 1 \ E=1316627.59 E=1316648.93 ,� i � I � \ \ \ ■ ----- - � I N- 9D497.35 \ x6' - ; : E-1316651.93 ' TEE 8" FRENCH\ \\\ \\\ I AREA FOR 4 33 LF FUTURE ODOR C9 DRAIN PER DETAIL \ + �\ CONTROL I I r8 I. 8' 45' BEND0 �8' 11y4' BEND CLEANOUT \\ �qss \\� \O RIM=322.20 CIE=318.30 / 24 \\�` 0 Ada?- 3 5 D 6 10 SCALE IN FEET 0 Roth Hill, LLC Tel 425.869.9448 w .rnlhhill.mm 11130 NE 331d Place, Suite 200 Bellevue, WA 98004 OVERFLOW STORAGE VAULT a 1111 r1WI Bfi7556 WET WELL 4 49 LF 8' FRENCH C9 DRAIN PER DETAIL AERIAL LIGHT MOU> 7 ON y� ■ ■ ■ ■ ■ n� ■ w �P -4/ NPLE (SEE ELEG�ICAL`DWGJ_ \\ `x Y J -- 8' 22)T BEND �� ® `_ �11Y' BEND \ ` \ ® ® ■ - _ CLEANOUT RIM=322.97 ap IE=319.20 / e 0 J=190518.85 / I E-1316691.43 / I 6'R, I 1 I \ \ I I I I I -698 E=19316891.89 VALVE VAULT I E=1316691.89 I z W_6 I d _ j _J 4 rites 40 4- I d d 3 321.99 PROPOSED ° d TRANSFORMER d �r I 3 I ■■�■■ ■In ■■■ 711110 ■■■go-1 6' TRACT "H" 4 15LF a' FRENCH / p C9 DRAIN PER CETAIL / S'TC�jJEGATE J, I \I/ / A* \ PROPOSED 12'DI GRAVITY SE"H M AIN (5)A. _o'Ill N-19047235 E=131667 9 G 8'XB�TE�-i1`f � 8'x6' REDUCER �. PROPOSED B' 4 27LF 6' AIN C9 FRENCH DR (SEE SHT. 5) DETAIL 'RQPOSED 8' FORCE RAIN -, $q SHT. 5) CLEANOUT RIM-322.20 a IE-320.00 / � I CITY OF RENTO�'e_ In AS NOTED _® CITY OF - RENTON "� DATUM Planning/Building/Public Works Dept. STONEGATE 6/25/2010 LIFT STATION REPLACEMENT GRADING AND DRAINAGE PLAN d..� CB 8 "42 CITY OF RENTON Plumbing Permit Permit Number: P 110062 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Nature of Work: LIFT STATION Job Address: Owner: Tenant: Contractor: Other Information: Date of Issue Date of Expiration Construction Value Parcel Number INSTALL WATER SERVICE, HOSE BIB AND BACKFLOW FOR STONEGATE 2615 NILE AVE NE STONEGATE HOA PO BOX 2691 RENTON WA STONEGATE LIFT STATION SHORELINE CONST CO PO BOX 358 WOODINVILLE, WA 98072 03/07/2011 09/03/2011 $5,000.00, 8035400580 I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. 98059 Contractor License SHOREC*374N0 Contractor Phone 425-483-0600 City License 22527 Subject to compliance with the Ordinances of the City of Renton and information filed herewith permit is granted. Building Official $20.00 WILL BE CHARGED FOR COPIES OF LOST OR STOLEN PERMITS plumOl 1/01 bh CITY OF RENTON Plumbing Permit Permit Number: P 110062 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Nature of Work: LIFT STATION Job Address: Owner: Tenant: Contractor: INSTALL WATER SERVICE, HOSE BIB AND BACKFLOW FOR STONEGATE 2615 NILE AVE NE STONEGATE HOA PO BOX 2691 RENTON WA STONEGATE LIFT STATION SHORELINE CONST CO PO BOX 358 WOODINVILLE, WA 98072 Other Information: Date of Issue 03/07/2011 Date of Expiration 09/03/2011 Construction Value $5,000.00 Parcel Number 8035400580 I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. plumOl 1/01 bh 98059 Contractor License SHOREC*374N0 Contractor Phone 425-483-0600 City License 22527 Subject to compliance with the Ordinances of the City of Renton and information filed herewith permit is granted. Building Official $20.00 WILL BE CHARGED FOR COPIES OF LOST OR STOLEN PERMITS -`�Hc►2�tiN� C--A':�T. S ` ►�� S-$Gl Ni? iat :�t.1� �WC► i= i�il]vsrQ��5 1 1C:� 'D'.�ri T ►�N�1� h3UuT TF+►s f zP'I,'r- so Tnel Tock vu .q,JC�t�iZ PEA-rq� i �� I I c24�� 4Nt� Au. /•�s �_; l�rts ,q � ASS c►q�p 1,.� I'� N 'T►14 i �.'"i'•Yi tT, li-I,t CITY OF RENTON Inspection Record Permit Number: P110062 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS Call by 4:00 pm for inspections the following day - Phone 425-430-7202 Call before work is concealed or concrete poured/Do not pour concrete until approved Do not cover until approved/Do not occupy until final inspection is complete Nature of Work: INSTALL WATER SERVICE, HOSE BIB AND BACKFLOW FOR STONEGATE LIFT STATION Job Address: 2615 NILE AVE NE Lot#/JnitM3ldg#/Tenant: STONEGATE LIFT STATION Owner: STONEGATE HOA Contractor: SHORELINE CONST CO Phone: 425-483-0600 Total Fees Paid: S71.07 Inspection Type Date Ins ector Comments Underground W & V -40 Water Service -Meter to Building - 41 Rough -in W & V - 42 Rough -in Water - 43 Gas Piping - 37 Irrigation System - 44 Add Greastra - 45 Plumbing - 49 Backflow Prevention -46 Water Heater - 47 Medical Gas Piping - 48 Final - 100 FINAL INSPECTION REQUIRED Post this record at job site at all times r Stormwater Pollution Prevention Plan Site Inspection Form General Information Project Name: 5+&*eed,4.t Inspector Name: Jcc7cJ� tC�v, Title: 6'e-Ma.-, CESCL # : 1:e—o —3 Date: c c 0 Time: 7; o-o e.-- ---, Inspection Type: I ❑ After a rain event ,,0" Weekly ❑ Turbidity/transparency benchmark exceedance ❑ Other Weather : C (),J7 — via Ta; Precipitation Since last inspection Description of General Site Conditions: (yl�'+kk e*ist�-5 "Scab (,Vxg In last 24 hours Q s aK Inspection of B-141 s Element 1: Mark Clearing Limits n BMP: (G--1103, (� ��t. U :s � b, I , i7 Location Ins ected Y N Functioning Y N NIP BMP: CC-101-) Zo-1 Location Inspected ©N Functioning N NIP Nor, G'LS+ 'et'-S Elle,{m�en 2. Establish Construction Access r S�C-101'2cd J BMP:-I05 �-O ,S+f 44f0. Location Inspected N nctioning N NIP BMP: '\\ Location Problem/Corrective Action Problerr/Corrective Action Problem/Corrective Action Functioning Problem/Corrective Action . YJ N1. NIP 36 Element,3: Control Flow Rates BMP: CC Location Inspected Functioning 60154 �� ! 1=1 � CY) N Fn7N NIP roj C - BMP: Location Inspected Functioning Y N Y N NIP Stormwater Pollution Prevention Plan Problem/Corrective Action x Problem/Corrective Action Element 4: Install Sediment Controj,5 BMP:(—C,.-�33) Location Inspected Functioning Problem/Corrective Action _ 1 } Y� N N NIP ` I Ins ted F t Location p� unc ionmg Problem/Corrective Action ©N - Y I N INIP BMP: CC _a-T 1 �Sc�-f �.c.� o� S�OfvuU�� " V� Inspected Functioning Location Problem/Corrective Action Y� N N NIP BMP: Y N Inspected Functioning Y N Y N NIP 37 Pr�bietl<i/�ov$ Ai�tai©n` Problem/Corrective Action Stormwater Pollution Prevention Plan Element S: Stabilize Soils BMP:(c .(13 vb c rcw"y C- 4) Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Locat 13NJI': Location BMP: Location Inspected Y x Inspected Y N Inspected Y N Element 6: Protect Slopes BMP(C,_ ( 70) (-c,(. Location Inspected Y N BMP: Location In ecied 7Y N ICU• VANJ Functioning Problem/Corrective Action Y N NIP Functioning Problem/Corrective Action Y N NIP Functioning Y N NIP Problem/Corrective Action Functioning Problem/Corrective Action rn NIP Functioning Probtem/Corrective Action Y N NIP Functioning Problem/Corrective Action Y N I NIP 38 Element 7: Protect Drain Inlets. BMP: 7k—/ I ,r .5 Location Inspected Funct' ing Y N Y N NIP BMP: Location Inspected Functioning Y v Y N NIP Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 8: Stabilize Channels and Outlets BMP: �G - gyp �c 0 ,� Location Inspected Fu c oning � t Problem/Corrective Action Y N Y N NIP BMP: �G - �-3 0 )Jnsncte'd Functioning Location N N NIP Problem/Corrective Action t- 6-1-5 f BMP: I: I' Location Inspected Functioning Problem/Corrective. Action Y N Y . N 'NIP Location In ected Fun tionmg Y N Y At IJ ' Problem/6rmctive Action W, Element 9: Control Pollutants BMP: CC— - -I Location Insp ted 3 ob N 18M Stomrwater Pollution Prevention Plan nctwaing problem/Corrective Action PffN NIP Location. Inspected Functioning Y N Y N NIP f Element 10: Control Dewaterm BMP:gels Location Insp ed unctioning VN Y N NIP rrII BMP: CG �-Jc-1 Location InspKted Functioning N NIP BMP: Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Location Inspected Functioning Y N Y N NIP problem/Corrective Action 40 Stormwater Pollution Prevention Plan Stormwater Discharges From the Site Ob,-ieZved? Y Location ISAK, Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen Problem/Corrective Action 41 Stormwater Pollution Prevention Plan Water Quality Monitor' Was any water quality monitoring conducted? ❑ s ❑ No If water quality monitoring was conducted, record results here: Clei +�a,,,S,�a, .��5:.-� +L'_r)O"j: t7 }mob If water quality monitoring indicated turbidity 250 NTU or greater; or transparency 6 cm or less_ was Ecology notified by phone within 24 hrs? Yes No 5if Ecology was notified, indicate the date, time. coi et name knd p)iQne number be ,.. i Date: Time: Contact Name: Phone #: General Co ents and Notes Include BMP repairs, maintenance, or installations made as a result of the inspection. Were Photos Taken? ❑ Yes ❑ No If photos taken, describe photos below: 42 Stormwater Pollution Prevention Plan Site Inspection Form General Information ProjectName: S Inspector Name:,,,:. Title: Fore-,o, CESCL#: 16-0-3-Slcl0411 Date: D ec. i S- to Time: v p Inspection Type: ❑ After a rain event ,/ _Weekly ❑ Turbidity/transparency benchmark exceedance ❑ Other Weather �/10 Precipitation Since last inspection S'yR�,In last 24 hours . O 5— Description of General Site Conditions: i 1 25, ,&QA ed CO~ S+1rVJ i nr "2._nv\-t Mc1 i 4re 9� �eTIeLM� S O �t © vLe S (''cle- a -,A 6,,-a,- ,,,e i A �Gv6i SCGPe_� YCd 0, -P, o+"t-.w S,,d,,c Inspection of BMPs Element l: Mark Clearing Limits _ BMP: CC - (03 Ins ected F ctioning Location � Problem/Corrective Action N Y N I NIP r BMP: Ins cted unctioning Location e N NIP Problem/Corrective Action V (4p i I Elemen : Establish Construction Access BMP: C- IoS 5�ali l;zcci C,ol.Se,_ InL7, ed Functioning Location N YN NIP Problen /Corrective Action BMP: Location Inspected Functioning Problem/Cotrective Action ,Y N Y NJ NIP i 36 Stormwater Pollution Prevention Plan Element 3: Control Flow Rates BMP:CG -.Z iC�� S,d i, e..-A- -Try, P Inspected Functioning Location N Y N NIP Problem/Corrective Action BMP: Location Inspected Functioning \P,o em/Corrective Action Y N Y N NIP Element 4: Install Sediment Controls 13MP: Inspected Functioning `I Lloec_at5r C Y N Y N NIP Problem/Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action BMP�C'as�� nffig Location Inspected F N1unct'0NIP Problem/Corrective Action CJg}- �J BMP: Insp ted Functioning Location N Y N NIP Problem/Corrective Action BMP: Inspected Functioning Location Y N Y N NIP Problem/Corrective Action 37 it Stormwater Pollution Prevention Plan Element 5: Stabilize Soils BMP:�G-lZ3� Location Insp cted N Functioning Y N NIP Problem/Corrective Action BMP: Location Inspect I• N Functioning Y N NIP Problem/Corrective Action I I I 3 tii P LocationsNispected FE�nctioning N Y N NIP I BMP: Location Inspected Functioning Y N Y N NIP Element : ProtectSlopes Problem/Corrective Action Problem/Corrective Action BMP: �G-I1-oe,�?cre..� � .- `� e� �, �.. s s Location Inspected Functioning Problem/Corrective Action f� Location Inspected Function* g Problein/Corrective Action Y N Y TIP BMP: Inspected Functioning Location Y N YN .NIP Problem/Corrective Action 38 Element 7: Protect Drain Inlets BMP: ( - �ZO) /ll)f4 Location Insp cted Y N BMP: Location L:lzw Inspected Y N Functioning y FV] NIP -Functioning Y P� NIP Location Inspected Functioning Y N Y N NIP Element 8: Stabilize Channe4jand Outlets BMP: cen -10�t ) /� Location Inspe ed Functioning Y N Y N NIP BMP: }1O, Location BMP: Location BMP: Location Ins cted Functioning rN RUN NIP - Inspected /Functie Y N �l Inspected Y N Functioning Y 5i Nl' Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corre' e ive Action Problem/Corrective Action Problern/Co ctive Action 39 Stonnwater Pollution Prevention Plan L �, Element 9: Control Pollutants BMP: CG— 1 S3 ) �c45 , Inspected Functioning Location ON N NIP Problem/Corrective Action BMP: s. I► ected Functioning Locatio i N Y N NIP Problem/Corrective Action i Element 10: Control Dewatering BMP:CG-13I) ue Location Inspected OY N BMP: CG --), ) Location BMP: Functioning N NIP I ctionmg N NIP Problem/Corrective Action Problem/Corrective Action Location Inspected Fun 'oning Problem/Corrective Action Y N N NIP Stormwaterpollution Prevention Plan Stormwater Discharges From the Site Observed? Problem/Corrective Action Y�N Location &AV-r-e O-We Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen 41 Stormwa ter Pollution Prevention Plan Water Quality Monito in Was any water quality monitoring conducted? OcQ Yes ❑ No If water quality monitoring was conducted, record results here: 616/, -�Ir--Itsyevcx,4y A,S,Ks If Nyater quality monitoring indicated turbidity 250 NTU or greater, or transparency 6 �i cm or less, was Ecology notified by phone within 24 hrs? ,Yes No If Ecology was notified, indicate the date, time, ontact name d p one number bcla��: Date: Time: Contact Name: _ Phone #: Gen a! Comments an s Include BMP repairs, main nce, or installations made as a result of the inspection. Were Photos Taken? ❑ Yes o No If photos taken, describe photos below: 42 Stormwater Pollution Prevention Plan Site Inspection Form General Information Project Name: STpMC&A76 Ltl=r ST04TIarXl Inspector Name: f q Y '3 ,?. o \J(v Title: raq-e to ► v CESCL # Date: Gc 1 I Z o (O Time: -7 : Od Inspection Type: ❑ After a rain event JX-Weekly ❑ Turbidity/transparency benchmark exceedance ❑ Other Weather l o Precipitation Since last inspection (Yti In last 24 hours Description of General Site Conditions: iQ +o c,) r� I c,—A � �o rch« e � Inspection of BIVIPs Element 1: Mark Clearing Limits BMP: ((f-- t 03) N,gV. 'U 47 Gam« Location Inspected Functioning _ N FCYYN NIP BIvIP: CC. I I O ) z u�"- Zo�eS Location Ins cted Functioning J N Y NIP EI nt 2 E t bl' h Cot ti A OR Problem/Corrective Action Problem/Corrective Action BMP: leeme % s a is ns ruc1 on I ccesrs /� i Location Inspected Functioning N 10 NJ NIP BW: Problem/Corrective Action Inspected oning Functi Location Y Y N , Problem/Corrective Action NIP 36 o S .'J tS r Stormwater Pollution Prevention Plan Element 3: Control Flow Rates BMP: CG- D-`l0) &Ck,w• C I C4P Inspected YnLocation ON Problem/Corrective Action tj t BMP: Location Inspected Y N Functioning Problem/Corrective Action Y N NIP Element 4: Install Sediment Contr 13%Mp: CG { � ..c--P— Inspected Location Functioning Y N NIP Problem/Corrective Action •�: , re BMP:�G. Ins ted nctionin _ Location N Y N NIP Problem/Corrective Action �A 3+ re7� BMP: Location Inspected Functioning Problem/Corrective Action i I' Location Location '�'1' NIP s Problem/Corrective Action Problem/Corrective Action 37 Storrnwater Pollution Prevention Plan Element 5: Stabilize So'Is BMP: (G-13-3, ("+�, C.,; , , Inspected Functioning Y N Y N NIP Location Problem Corrective Action B"dl' Location Inspected Functioning Y N Y N NIP r d�. Problem/Corrective Action !3M1': Location y1ncted Functioning Problem/Corrective Action FYI � NIP BMP: Inspected Functioning Location I, N I, N NIP Problem/Corrective Action Eleme b: Protect Slopes BMP: CO ~ P-0) `-f-Cw, pc� d '� e e c Location Inspected Ft ctionu�g Problem/Corrective ACUO YN YNNIP BMP: Location Inspected F roni� g piQblein/Cot3`eE#1 +e:Actiari Y N I X1 N NIA BMP: Location pected Functioning Y N Y N NIP Problem/Corrective Action 38 Element 7: Protect Drain Inlets BMP: �G- 2-;,0 % , 'i ¢ef Location Inspected Functioning Y N Y N NIP BMP: Location Inspected unctioning Y N NNIP BMP: Location InKe/c ted Functioning N Y N NIP Element 8: Stabilize Channels and Outlets BMP: Location Inspected Functioning Y N NIP Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action BMP: LG strr-w �Al� �,fr-f,-e-- Ins cted Functioning Location N WZPRI NIP Problem/Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action Y N I Y fTi NIP I I I BMP: Location ",In cted Functioning YN Y:N'NIP Problem/Corrective Action 39 Element 9: Control Pollutants BMP: M,4,rik. Location Ins BMP: Location Inspected Y N Element 10: >ControlDewate:r7BMP: C'-a31(jM ed Location Ins tN �N ` - rcL3 �. Functioning N NIP Functioning Y 7N NIP Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action unctioning Problem/Corrective Action N NIP BMP: C - 13 W) Location Insp test' nctioning N DNJ NIP �uor� BMP: Location Inspected Functioning Y N Y N NIP p Problem/Corrective Action Problem/Corrective Action 40 Stormwater Pollution Prevention Plan Stormwater Discharges From the Site Ob Y ed? Problem/Corrective Action N Location'Ep,egp — "ANK Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen i 41 Stormwater Pollution Prevention Plan Water Quality Monitor' Was any water quality monitoring conducted? 61yes ❑ No If water quality monitoring was conducted, record results here: ci If water quality monitorMa indicated turbidity 250 NTU or greater; or transparency 6 cm or less. wvas Ecology notified by phone within 24 hrs? Ei Yes No rI£ Ecolog} was notified, indicate the date, time, contact name and phone number Date: Time: Contact Name: Phone #: General Comments and Notes Include BMP repairs, maintenance, or installations made as a result of the inspection. Were Photos Taken? ❑ Yes ❑ No If photos taken, describe photos below: 42 N6 \a62�< Stormwa ter Pollution Prevention Plan Site Inspection Form General Information Project Name: STD Al G4P4T'F— L (PT- SrAr 1 oN Inspector Name: - 'A,t Title: FoQ- K iN Ni CESCL#: Ec,o-3-Slyockll Date: J �/� �OtO Time: Inspection Type: o After a rain event Weekly Turbidity/transparency benchmark exceedance o Other Weather {eor - (6(d �q a Precipitation Since last inspection In last 24 hours Description of General Site Conditi`onls: `�-o � No r-� o--J r�a-Je J r0 ck cf "'� Inspection of BMPs Element 1: Mark Clearing Limits _ BMP: (G- 103) �� iS �,'�, �7 Fe, C-t Inspected Functioning Location N N MP Problem/Corrective Action BMP: (C,., (�i) tr. �p,te S Location Inspected Functioning Problem/Corrective Action Element Establish Constr coon Access 11 BMP: ��, (OS) c� Cp,1S�11 ".0"C,- ` Inspected unctioning Location �N N NIP Probletn/Corrective Action r �J ��s BMP: Location Inspected Y N Action 36 _ - Stormwater Pollution Prevention Plan Eleme 3: Contr Flow BMP.- Location Insapced N unctioning Y N NIP Problem/Corrective Action (/ BMP: I Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 4: Install Sediment C rols BMP:�G-a33) Inspected Functioning Location ©N N NIP Problem/Corrective Action BMP: CC-?30 j ram, rv- Location Inspected Y Functioning Problen /Corrective Action N NIP BMP:�CJ-j) Ins ected Fun ti i I' Location F N N ° NIP Problein/Corrective Action Location Location Problem/Correctiv.o Action' Problem/Corrective Action 37 Stormwater Pollution Prevention Plan Eleme t 5: Stabilize Soils l BMP:G Inspected Functioning Location Y N Y N NIP Problem/Corrective Action //I/,— BMP: Location Inspected Functioning Problem/Corrective Action Y N F-YTN1 NIP I3MP: Location ii ected Functioning Y N Y N NIP BMP: Location Inspected Functioning Y N Y N NIP blem/Corrective Action Problem/Corrective Action Element 6: Protect Slopes BMP: C G - / ZO ) T&�-�- Inspected Functioning Location Y N Y N NIP Problem./Corrective Action BMP: Location BMP: Location )ec Functi g Probletn/Corrective Action: Y Y _ NIP Inspected Functioning Y N Y N NIP Problem/Corrective Action 38 Stormwater Pollution Prevention Plan Elefnent 7: Protect Drain Inlets BMP: CG -1Zo� -& '( i—S S Inspected Functioning Location Y N Y N MP Problem'Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP B 1, Location )ected Functioning NIP Eleme t 8: Stabilize wannels and Outlets BMP Location BMP: Location Inspected Y N B G-a3o� atied on I tN Y N ve Action Problem/Corrective Action Functioning Problem/Corrective Action Y1 N NIP ctioning Problem/Corrective. Action Y N NIP V BMP: Location Inspected Functioning P ohlern/00'r Me ive Action Y N Y N.' w - 39 Stormwater Pollution Prevention Plan Element 9: Control Pollutants { BMP: (C-- 153) Location Inspted nctioningJ Problem/Corrective Action \ Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action N Y N NIP Element 0: Contr 1 Dew tering BMP: C-")3) �jrauc) �,,i} Inspe ed Functioning Location , Y N NIP Problem/Corrective Action BMP: J Ins ecte Functioning Location �N AM17N NIP Problem/Corrective Action BMP: Location Inspected Functioning Problem/Corrective Action Y N Y NI NIP 40 Stormwater Pollution Prevention Plan Site Inspection Form General Information Project Name: `+o,,ec�e,� Inspector Name::. 3 row Title: CESCL#L1 oar Date: Time: Inspection Type: ❑ After a rain event AWeekly ❑ Turbidity/transparency benchmark exceedance ❑ Other Weather Precipitation Since last inspection a • 9 « In last 24 hours Description of General Site Conditions: S%d eS C- -, 5 1,5 L f T� A) c,-r+LN Inspection of BMPs Element I: Mark Clearing Limits BMP: ( G- 10S ) H ,3c Location Inspect d F NioNIP Problem/CorrectiveAction rt- At BMP: Inspected Functioning Location � N N NiP Problem/Corrective Action Element 2: Establish Construction Access BMP: C�-/��) Stc.�i', 2e(J 1::: .-CIAIC Location / InsPegted Functioning Pproblem/Corrective Action by�Y fit; Ic Aye BMP: Inspected Functioning Location Y N NIP Problem/Corrective Action . 36 Element: Contrq� Flow Ra s BMP: C-X,jO) S, I,G _+ �q,e Location Insn=ted Functioning 1 N rYj N NIP BMP: Location Inspected Functioning Y N I Y I NJ NIP Element 4: Install Sediment Contr� BMP: C-�33� -9; I act Insp cted - Location nctioning (Y N N I NIP Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action BMP:C C-Z3o) S41-cwfo b �.rrier Location Inspected Y nc io ingg —Nl NIP Problern/Corrective Action BMPL a-S ►) �_S%c J-. ��0��^w'1�� (O.b. Location Inspected N Functioning 16 N NIP Problem/Corrective Action BMP: Inspected Location N Functio ' Y NIP Problem/Corrective Action = 1' Location F.k N Y N Functioning Y N NIP i Problem/Corrective Action 37 Stormwater Pollution Prevention Plan i Element ?: Stabilize Soils BMP:CG t?�� as� rL coves Location Inspected Funetior g Problem/Corrective Action 1 1/�--------� BMP: Location Inspected Functioning Problem/Corrective Action Y N I YIN NIP Location Inspected Functioning BMP: Location Inspected Functioning Y N Y rN NIP 4::�, Element 6: Protect Slopes B" P: (C - !=",p� i 1 ' rya � Location Ir spected" /Functioning Y N Y . N NIP /I BMP: Location Inspected Fuuetioni ig YN I'N .W.P BMP: Location nspected Functioning Y N Y N NIP Problem/Corrective Action Problem/Corrective Action S ee0/1:-�/ Problem/Corrective Action Problem/Correctiv-e Act= Problem/Corrective Action 38 Element 7: Protect Drain Inlets BMP:CG - 2x l 's I � 4C6 S Location j Inspected Functioning Y N I YJ NJ NIP i BMP: Locati In/YI/ nctioning 2Y'�' NNIP Location I f hccte(! Ft nctionin9 Y N Y N NIP I Element 8: Stabilize Channels and Outlets BMF:CG Location Inspected Functioning Y N Y I N I NIP -U, E BMP: Location Inspected Y iv Functioning Y NIP Functioning Y Nj NIP Functioning Y NET N Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action proiilem/00ective Action 39 Element 9: Control Pollutants BMP C-/,'3) /U1 ocation Inspected roe � N Functioning N I NIP Stormwater Pollution Prevention Plan Problem/Corrective Action BMP: Locate Inspected unctioning Problem/Corrective Action Y N NIP Element 10: Control Dewatering BMP(G •a3�1 G«-0'` �c�rti Location / Inspected Functioning Y N Y N NIP I BMP: Location Inscted Functioning ©N NIP BMP: Location Inspected Functioning Y N Y N NIP Problem/Corrective Action Problem/Corrective Action Problern/Corrective Action 40 Stormwater Pollution Prevention Plan Stormwater Discharges From the Site Observed? Y N Location frtR�1 Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen Problem/Corrective Action 41 Stormwater Pollution Prevention Plan Water Quality Monitoring Was any water quality monitoring conducted? DK.Yes ❑ No If water quality monitoring was conducted, record results here: G� eon `� rangy S �orc� nc7 if water quality monitoring indicated turbidity 250 NTU or greater; or transparency 6 cm or Icss. was Ecologt notified by phone within 24 hrs? - Yes ❑ No If Ecology -,.� as notified, indicate the date, ti iame and phone number hate: Time: Contact Name: Phone # General Comments and Notes Include BMP repairs, maintenance, or installations made as a result of the inspection. Were Photos Taken? ❑ Yes ❑ No If vhotos taken. describe photos below: 42 - Stormwater Pollution Prevention Plan Site Inspection Form General Information Project Name: S}o,.,e8aA Inspector Name: j , Title: G CESCL Date: JQ, t l Time: Inspection Type: ❑ After a rain event BC.. Weekly ❑ Turbidity/transparency benchmark exceedance ❑ Other Weather �%� ; ��C o Precipitation Since last inspection .�-i mil, In last 24 hours Description of General Site Condition;: j t (," ✓�C E ( 4 (-( S 44,J I S �L�rC� <r J by (-n(d Inspection of BMI's Element]: Mark Clearing Limits BMP: ( C- (off ) H�k vk4"�, 1'.47 4—cL Location Ins ected Functioning N NIP BMP: Inspected Functioning Location 11 �Y N N NIP foc Fln i!3 Element 2: Establish Construction Access BMP: (C-1C)5} S4"1►,0 CoKS ,a� Location Inspected Functioning N N NIP 51Z-,1 BMP: . 01 ;—Lk, o-- +,,v " 5 A , S Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Location Inspected Functioning Problem/Corrective Action . Y N Y N NIP 36 Element 3: Control Flow Rates BMP: Location Inspected Oes 5 de. C) N C Location Inspected Functioning >( Y N Y N NIP Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action Element 4: Install Sediment Co rols L-a33� BMP: C) S CA — Location Inspected FunctioninPg Problem/Corrective Action BMP: C'-aD) Sir ur i� r,el Location Inspected Functioning Problem/Corrective Action C)N N NIP BMP: �C 57 / 1 Co, 154L C, 1'v-, �{w✓Y. ��c, cl / Locattion Insl2fCtN Y etio inlPg Problem/Corrective Action BMP: Location Inspected Functioning Location blem/Cometive Action Y N I YIN1 NIP Location 1ns�1e �d Functioning Problem/Corrective Action 37 Element 9: Control Polluta is BMP: ( C— I7-3 ) .w Location Ins pz ted uncttoning ( N N 1 NIP 4�:d BMP: Location'Inspected Function' Y NIP i--J Element 10: Control Dewatering //r BMP: lC-a �� ( 1-'111 Location Insp Functioning N NIP BMP: (—C — )-3 L/ Location Ar� i 1� ROT33-HIJ Location 2Ins ctioning Y YJ N I NIP Inspected Functioning Y N Y N NIP Stormwater Pollution Prevention Plan Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action Problem/Corrective Action 40 Stonnwater Pollution Prevention Plan Stormwater Discharges From the Site 0 rved? Problem/Corrective Action Y N Location ke, Turbidity Discoloration Sheen Location Turbidity Discoloration Sheen i 41 Was any water quality monitoring conducted? ( If waterquality monitoring was conducted, r cord )J d Stormwater Pollution Prevention Plan ❑ No If water quality: monitoring indicated turbidity 250 NTU or greater; or transparency 6 cm or less. was Ecology notified by phone within 24 hrs? _ ❑ Yes ❑ No If Ecology was norified, indicate the date, time, contact nan and phone number Date: Time: Contact Name: Phone #: Include BMP repairs, m, Were Photos Taken? If photos taken, describe l Comments an Notes or installation made as a result of the ins ❑ Yes ❑ No on. 42 STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal Advertising Representative of the Renton Reporter a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on April 24, 2009 and May 1, 2009. The full amount of the fee charged for said foregoing publication is the sum of $126.OQ l;nda M. Mills Legal Advertising Representative, Renton Reporter Subspr)bed and swop to me this 4th day of May, 2009. Kathy Dalo, N-otary Publis/Y6r thb State of Washington, Residing in Covington, Washington �V/ P. O. Number: �SEG ti ^,ti tiP i v ,N o �•/�140 PJ0�•�- STATE 01k -z I I11,it%%\\\��`�� City of Renton, 1055 Grady Way, Renton WA. is seeking coverage under the Washington State Department of Ecology's Construction Stormwater General Permit. The proposed project, Lift Station/Sewer Pipe, is located at NE 26th St and 148th Ave SE in Renton, in King County. This project involves 1.2 acres of soil disturbance for utility construction activities. Stormwater will be discharged to an unnamed tributary of May Creek. Any persons desiring to present their views to the Department of Ecology regarding this application, or interested in the Department's action on this application, may notify Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submittted to: Department of Ecology Water Quality Program P.O. Box 47696 Olympia, WA 98504-7696 Published in the Renton Reporter on April 24, 2009 and May 1, 2009. #213445. STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal cl— Advertising Representative of the Renton Reporter a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on April 24, 2009 and May 1, 2009. The full amount of the fee charged for said foregoing publication is the sum of $126.00 Linda M. Mills Legal Advertising Representative, Renton Reporter Subscri ed and sw Tn to me this 4th day of May, 2009. Kathy Dal. otary Pub for he State of Washington, Residing in Covingt n, Washington P. O. Number: EXP/ fit, /j y �pRY = s 0 %0 0s �i. � ( `_ ,;� rE of City of Renton, 1055 Grady Way, Renton WA. is seeking coverage under the Washington State Department of Ecology's Construction Stormwater General Permit. The proposed project, Lift Station/Sewer Pipe, is located at NE 26th St and 148th Ave SE in Renton, in King County. This project involves 1.2 acres of soil disturbance for utility construction activities. Stormwater will be discharged to an unnamed tributary of May Creek. Any persons desiring to present their views to the Department of Ecology regarding this application, or interested in the Department's action on this application, may notify Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submittted to: Department of Ecology Water Quality Program P.O. Box 47696 Olympia, WA 98504-7696 Published in the Renton Reporter on April 24, 2009 and May I, 2009. #213445. STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal Advertising Representative of the Renton Reporter a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on April 24, 2009 and May 1, 2009. The full amount of the fee charged for said foregoing publication is the sum of $126.00 Linda M. Mills Legal Advertising Representative, Renton Reporter Subscr'bed and swoR to me this 4th day of May, 2009. Kathy Dal g, Notary Pub ' for the State of Washington, Residing in Covington, Washington P. O. Number: City of Renton, 1055 Grady Way, Renton WA. is seeking coverage under the Washington State Department of Ecology's Construction Stormwater General Permit. The proposed project, Lift Station/Sewer Pipe, is located at NE 26th St and 148th Ave SE in Renton, in King County. This project involves 1.2 acres of soil disturbance for utility construction activities. Stormwater will be discharged to an unnamed tributary of May Creek. Any persons desiring to present their views to the Department of Ecology regarding this application, or interested in the Department's action on this application, may notify Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submittted to: Department of Ecology Water Quality Program P.O. Box 47696 Olympia, WA 98504-7696 Published in the Renton Reporter on April 24, 2009 and May 1, 2009. #213445. Ito RETURN ADDRESS: Puget Sound Energy, Inc. Attn: ROW Department PO Box 97034/EST-06W Bellevue, WA 98009-9734 CONSENT FOR USE OF PUGET SOUND ENERGY, INC. TRANSMISSION LINE RIGHT-OF-WAY This Agreement is made between Puget Sound Energy, Inc., "PSE" herein, and City of Renton "Owner/Company" herein: PSE operates and maintains a transmission line within its right-of-way in the NE Y, of the NE '/. of Section 3, Township 23 North, Range 5 East, W.M. The location and extent of PSE's easement rights, "Easement Area" herein, are more specifically described in documents recorded under Auditor's File Number(s) 2607789. The Owner/Company desires the consent of PSE to utilize portions of the Easement Area for the following described uses: A. An underground concrete wetwell with electric pumps and ductile iron piping; B. An underground concrete overflow storage vault; C. An underground concrete valve vault with ductile iron pipes; D. One 20' x 12' CIVIL) building to house the Stonegate Lift Station motor control and telemetry panels (minimum horizontal clearance of 24 feet and minimum vertical clearance of 9 feet from existing overhead power lines); E. One back-up emergency generator (minimum horizontal clearance of 11 feet and minimum vertical clearance of 11.2 feet from existing overhead power lines); F. A 6-foot high chain -link fence around the perimeter of the Stonegate Lift Station; and G. Landscape vegetation. All as shown on the plans dated 6/25/2010, marked Exhibit "A" attached hereto and made a part hereof. As between the parties, it is mutually agreed that the Owner/Company may utilize the Easement Area for the above described uses, subject to the following terms and conditions: 1. If such use of the Easement Area should at any time become a hazard to the presently installed electrical facilities of PSE, or electrical facilities added or constructed in the future, or should such use interfere with the construction, operation, inspection, maintenance or repair of the same or with PSE's access along such Easement Area, the Owner/Company will be required to correct such hazard or interference, at Owner/Company's expense. 2. No filling and/or grading within said easements shall be accomplished in such manner as to reduce vertical distance between the ground surface and PSE's wires or jeopardize the lateral support of any of PSE's poles or anchors. No excavation will be permitted within fifty (50) feet of said poles or anchors. Owner/Company must pay for any and all costs related to changing the vertical line clearances in any way as a result of their uses. 3. A minimum clearance of twenty (20) feet from all power lines must be observed in any activities related to such uses, including the operation of equipment. 4. Structures within the easement area shall be limited to those required for the operation of the Stonegate Sanitary Sewer Lift Station and shall adhere to the minimum clearances as shown in the above listed project description. If, for any reason, PSE changes the voltage of the overhead lines, the Owner/Company will be responsible for any additional costs needed to provide for the proper clearances from. All metal parts of structures, fencing, etc. shall be properly grounded to stop inducted voltage. Consent of Use 11/1998 5. At no time shall PSE's access to transmission line structures along the Easement Area be permanently blocked off or unduly restricted. Fences constructed within the Easement Area shall have removable sections and/or gates to facilitate vehicular access at any and all times. PSE locks are to be installed on all gates with 24/7 access. Landscaping must not interfere with such access. Any construction within the said Easement Area must be consistent with the above -mentioned restrictions. 6. Transmission and distribution lines have been or will be constructed, operated, and maintained within the Easement Area. Said facilities may require tree and brush cutting within and adjacent to the easement right-of- way. PSE retains the right to cut, remove and dispose of any and all brush, trees, and other vegetation presently existing upon the Easement Area. PSE shall also have the right to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees and other vegetation upon the Easement Area which, in the opinion of PSE, interfere with the exercise of PSE rights or create a hazard to PSE's systems. 7. PSE shall have the right to cut, trim, remove and dispose of any trees located on the Property outside the Easement Area, which could, in PSE's sole judgment, interfere with or create a hazard to PSE's systems. PSE shall, prior to the exercise of such rights, identify such trees and make a reasonable effort to give Owner/Company prior notice that such trees will be cut, trimmed, removed or disposed of (except that PSE shall have no obligation to identify such trees or give Owner/Company such prior notice when trees are cut, trimmed, removed or otherwise disposed of in response to emergency conditions). Owner/Company shall be entitled to no compensation for trees cut, trimmed, removed or disposed of except for the actual market value of merchantable timber (if any) cut and removed from the Property by PSE. 8. All shrubs and trees to be situated in the Easement Area must be of a low growing variety which normally do not exceed fifteen (15) feet in height at maturity. 9. The Owner/Company releases PSE and will assume all risk of loss, damage or injury, which may result from such use of the Easement Area, except the portion of such loss, damage or injury caused by or resulting from the negligence of PSE or PSE's agents or employees. Any damage to PSE's facilities caused by or resulting from such use of the Easement Area may be repaired by PSE and the actual cost of such repair shall be charged against and paid by the Owner/Company. The Owner/Company further agrees to defend, indemnify and hold harmless PSE, its agents and employees from all loss, damage or injury to any person whomsoever to the extent such loss, damage or injury results from the use of the Easement Area by the Owner/Company, their servants, agents, employees and contractors. 10. PSE does not own the land within the Easement Area. If you are not the Owner of such lands, you must acquire rights for such use from the landowner. 11. The Owner/Company must notify PSE's Electric First Response Engineer's at 888-225-5773 at least 48 hours prior to the commencement of any and all construction activities related to such uses and to coordinate the installation of protective barriers around power poles. 12. The terms and conditions herein contained shall be binding upon the parties hereto, their respective successors and assigns. Approved: PUGET SOUND ENERGY, INC. By: Its: Supervisor Real Estate Date: Agreed to andndAccepted,-------'' CITY O7E N i By:C Its: L,1111;'s.oL�k"L-,"c Date: FINANCE AND INFORMATION SERVICES ti , DEPARTMENT M E M O R A N D U M DATE:. 04/20/2011 TO: Sue Olson, Finance & Information Services Department FROM: Adriann Alexander SUBJECT: Re: INTERFUND TRANSFER REQUEST Instructions: Please note that failure to provide all digits will result in processing delays. All Signatures and correct documentation must be included. Please prepare the following inter -fund transfer: iln.»►�4mnn+ ('1»raa�• v Account Number Project, function, task, sub -task Description Amount 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Fire Plan Check Fee $110.00 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Fire Construction Permit $50.00 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Technology Fee $3.30 Total $163.30 *Charged Department Authorization* r APPROVAL SIGNATURE: LA Printed Name Teresa Phelan CREDIT: CED- Building T-%--+ Date 4/20/11 Account Number Project, function, task, sub -task Description Amount 000.000000.009.321.30.00.004 Fire Plan Check Fee $110.00 000.000000.009.321.30.00.007 Fire Construction Permit $50.00 503.000000.004.322.10.00.011 Technology Fee $3.30 Total $163.30 Reason: Stonegate Sewer Lift Station B 1000458- 2615 Nile Ave NE Note: Documentation to support this transfer request must be attached and all signatures are required. Cash Transfer Form/Finance/bh Revised 01 /09 CITY OF RENTON l eo Master Use/Franchise Utility Permit \QK� �E r FRANCHISE PERMIT MFP11068 Permission is hereby given to do the following described work, �Qa ��e according to the conditions hereon and according to the approved plans �O nd'specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. AQQ,0- Job Address: 2615 NILE AVE NE STONEGATE LIFT STATION Work Description: Maintain 5 it separation from City Utiuties Restore effected area within 2 weeks of completion INSTALL TRANSFORMER AND UNDERGROUND POWER LINES FOR THE STONEGATE LIFT STATION. Billing Information: POTELCO/PSE Contact: ROBBINS, JAMES 8001 E 212TH ST Contact's Phone: 253-606-1406 KENT, WA 98032 Job Number: #105058621 Contractor: POTELCOINC Other Information: Date of Issue 04/05/2011 Work Order 87029 Estimated Date of Completion 06/30/2011 Parcel Number 8035400580 Date Finaled Inspector's Name Expiration Date Inspector's Phone It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff for overtime or to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. For Inspections and Final Close out: Call 425-430-7203 one working day in advance to schedule inspection. Upon completion of work a final inspection must be requested Locate utilities before excavating. Call before you dig - 72 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith work is to conform to City of Renton Trench Restoration permit is granted. and Street Overlay Requirements. A Applicant ' Public Works Rep "/ THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. FRAN01 03/07 jc Maintain 5 it separation from City Utuities -- Restore effected area within 2 weeks of completion Y ECONOMIC AND COMMUNITY DEVELOPMENT DEVELOPMENT SERVICES DIVISION 425-430-7262 NTO� MASTER USE/FRANCHISE UTILITY PERMIT APPLICATION TO THE APPLICANT: Submit 3SI ies of plans with application. Permit fee is $350.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. A. , n%iari Traffic Control Plan Required For City Use Only r rz iT'v,r-,� Q,-Pion Tr., - CITY PERMIT NO: P `, �� WORK ORDER NO.: O Date of Application: 3 - Z 9 44 Applicant/Company: �� 7-ae-i t--,p / k/C7 . Address: 800 1 5 _ 21Z* ST Zip: Company Contact Name: ❑Ar--aPhone: Z53 %oto /4¢o4o Job Number: /05"0 i 13& 2 Job Address: Z (a/ 5 All L-,;F- Aye /(/c /—� Description of Work: i.pplicant: Please check all that apply: Underground ❑ Overhead ❑ Sidewalk ❑ Street New Construction ❑ Repair/Relocate Open trench ❑ Bore ❑ # of feet: ❑ Gas g Electric ❑ Other: Estimated Job completion date: Contractor name: Phone: Z 3 looly /4©Lo City of Renton Business License Number: 00 S j 0!3 State Contrators License Number: PoTEi✓'•r- �( 344r4- "I certify that I am the ap conditions set fort u der t Overlay Require ent " , Signature ant's owner or authorized agent and do hereby agree to abide to the terms and permit and shall comply with the City of Renton's Trench Restoration and Street Date 3 ^ -',AC —I I CITY INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK vl/ BY CALLING THE INSPECTION LINEAT 425-430-7203 Jobs not worked on the scheduled start date, are required to be called for re -inspection. Plan 4eviw evelopment Services Date Utility Inspector Date TS Public NTorks Permit Supervisor Date El e-con required L�J'Approved as submitted ❑ Approved with redlines as noted ❑ Permit conditions attached ❑ Denied Issue Date: APR - 5 2011 Permit expires 6 months from issue date 319065 167647 (I II FVRRCUITF-�$ DF_MOVE / 10, /��l ' � 55T COT'(NFJ,CT a TAG Cl1ST, OWMFD CONDUCTORS (1 RUN CIF;40OKCMIL QUAD) T 'ROPOSF si }5' EhSEMENT J I I f l it i 1,2EMOVE ig(ISf7 ; , ya r'� 9 5 ry., iE'' l i J� _ ► I dIT T#i�Jr I ST NE z6TN �31904� , BQ RAN 1 --�t- NX CIRCUIT FEET ADDED: 150' - 1 I(�; $19036 CIRCUIT FEET REMOVED: 10' ', 167671 PANEL SIZE:',60A ? IisF EST. NEW DEMAND: 32KW Ii -- TOTAL DEMAND:32KW HEAT TYPE: ELECTRIC T LRC: 200A (85 HP w/ SOFT START) %V. DROP AT V01: 0.4% %V. FLICKER AT VO1: 2.8% FAULT CURRENT AT V01: 26,200A SITE PLAN CIRCUIT LOADING TABLE CIRCUIT: MAP-16 AS OF 2000 A PHASE B PHASE C PHASE EXIST. PEAK LOAD 202.75 212.75 215.75 EST. NEW LOAD 1.75 1.75 i.75 TOTAL 201 211 214 I, 657 lbs — . I rrr 44 r S I 20" I 0 t 3,600 Ibs- 3,•6. ® ®> TOP VIEW 'C�r11M1ad .l a _ Y ....''SIDE VIEW ,. Excavation-10-1/3 cubic yludr VAULT & EXCAVATION DETAIL @ V01 Not to scale 6045.50DD-1 Excavated Dkt Pile ROADSIDE24- Final Grade .. Min 4B' 36'IMtn NOTE: 12' Min Coyer Back611, Bedding. and Max Separation � Shading requirements am es Upon the sWtype present on site, and conti"mnziry shall b shell be specified at eta -construction nlee0rp are leer composition of the native material has been determined. CanmuNaWro Power Cables or Condult CUSTOMER -SUPPLIED TRENCH FOR PRIMARY CABLE SCALE: NONE SITE SPECIFIC NOTES AT V01 INSTALLED_ AT V01: 319066-167756 GRID: 6 Install 4'8" Sq x 3'6" Vault w 4'8"x5'6" Cover 3 0KVA XFMR SIZE: 300KVA SIZE: Set 300kVA Three -Phase PM Trf (277/480V) ID #. Install (3) 1/0 UB Elbows TESTED SEC VOLT: / Install (4) 1-pos Secondary Connectors Install Grid# 319066-167756 AT V02 Connect and Tag Customer Ran Conductors (1 Run of 600kcmil) REMOVED: GRID: 319050-167663 AT V02: 319050-167663 XFMR SIZE: 45KVA Remove 45kVA PM Trf (277/48OV) and Return to Yard ID M. Remove 4'8" Sq x 3'6" Vault w 4'8"x5'6" Cover and Return to Yard TESTED SEC VOLT: / AT V03: 319049-167663 POSSIBLE CUSTOMER ENTRY LOCATION Existing 4'B" x 7' Jox To Remain ^ Install (3) UB Elbows PossleLE cusroMElt Install Grid# 319049-167663 ENTRY LOCATION V03 TO V01: FRONT See Cable and Conduit Table \ SSE V03 TO V02: CABLE INSTALLATION DIAGRAM A V01 See Cable Removal Table Not to scale V01 TO M01: Customer Supplied Conductor in Customer Provided Trench "A" TO V01: Dedicated Facilites i w cr 68T, 2 5� A le s 3m�. S TE 14 : x ' e C NMEr;: •.. — §T 40T ,oor I IS EL , 1 ... ` -�l � X8741 OVERHEAD CIRCUIT MAP SCALE: 6' a 1 MILE CURB OR EDGE OF PAVEMENT 5' MIN — — • ___. Bw MI �e-- S MIN I iI— S MIN —� ACCESS I / DOOR TYP. PAD •TRANS-10 MIN I{ FORMER � \ I ACCESS I I COOLING DOOR FINS 1fr MIN CONCRETE PAD L!— _ — I — — _ — — J — / REQUIRED S MIN ROAD OR WORK SPACE PARKING AREA AREA + 11 CURB OR EDGE OF PAVEMENT — MINIMUM CLEARANCES FOR PSE EQUIPMENT Not to stale 6775.0035 PRIMARY CABLE & CONDUIT TABLE (DEDICATED) GUARD POST INSTALLATION Not to awls• PAINTED YELLOW 3' MIN S 3--6 MAX LENGTH MIN MIN 17 TYPICAL PAD a S JO MR MAX FRONT CONCRETE r-S GUARD S 5' POSTS MIN MAX _ itx j -IM GUARD POST LOCATIONS GUARD POST INSTALLATION TM TOleu te en appoysd for Puget Sound Enemy -6RX b trans/ormm• or baNar galvanlnd stwl pipe SIA.d Iwft m eonrnte. The concrete shall have a minimucompressive strength o(3DOO psi after 28 days. The exposed portion of the post shall be painted traffic yellow. - e R x 91n. diameter precast steal-ralnrorced co—fis post Available from Utility Vault Company, Auburn. WA; or Hanson Inc., Tacoma, WA - The a(posed portion of the post shall be painted traffic yenuw. Vault & Equipment Table Site ode Ve.0181u Typaa sla Pdmary I3-hirlIP rm.m.rwmar Number •Carer Eeulpm.r,t ID Nue, n In Vauk (Compares IDI NEW 31B066 I 1O 'Ry"- dwnvn rm llv Vol 167756 wy 4'r• sa• 211.-R 3 Mate: 7863900 MaW: 82se250 REMOVE ,4SWInx 3TV Is2 V0u1 2 167663 enrPM TRF ... cm— .-15SOF—DI),0a.JKCSME } AGCere-A C ,:a---_i 1 Arxeet J Su AN412e A � I AN61p•9 AAlogt-c ---A kearmw ® 1 ��- ArNan-e I AA -A c AAx52T-e I AAwTa-c I cAmEtECJo I ewrwe.er _�_� I esr eW/— a6T PRIMARY UNDERGROUND CIRCUIT ONE -LINE DIAGRAM SCALE NONE UNDERGROUND CIRCUIT MAP (BEFORE) SCALE: NONE .-I50'DF0)"i—Die CONDUIT u• S W II NE iar11 S{ LJ a CONOUn, LEOEND arW�r scar_ UNDERGROUND CONDUIT DIAGRAM SCALE: NONE N IS TU SITE tan 2777/ at NA\Sota �}\L A la � (1ts1ovr2J Ywer- aaT y la IST UNDERGROUND CIRCUIT MAP (AFTER) SCALE: NONE CABLE REMOVAL TABLE LOCATION CONDUIT PRIMARY CABLE ASBUILT INFORMATION SIZE ft LENGTH BENDS PULL PULL Cable LENGTH Cable Nlmbars Pla Record Foramen • Complete Dealt; n Dealgn (R) Rev (ft) FROM TO PIT) 22' 11" (Ibs) ([be) Size A 8 C Manufacturer Year Actual Amount Installed (Conduit a Cable) V03 VOt 4 1 150' t2* 137 135 1/0 180' AGC880 110 1 1B0' lea AGC681 1/0 AGC682 IV1JLL e-INIVUUII= IOU" t c IOIALIN/LLJIl1= b4V POWER GENERAL NOTES - COMMERCIAL PROJECT 1. All materials to be Installed in accordance with Puget Sound Energys (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by Potelcn's Project Manager and NOTED on the Foramens' Copy. 2. All switching arrangements and/or outage arrangements are to be made with the Pm)ect Manager at least three (3) working days in advance. 3. Contact the Utilities Underground Location Center (1-8D0424-5555) at least 48 hours prior to commencing work to gel the underground facilities located. 4. STAKING: The customer will provide all slaking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. S. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. 6. CLEARANCES: Transformers require a minimum of 6 feel from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of Curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer Ilnes when paralleling them In the right of way, and at least 1 foot when crossing them. 7. All work is to be done In accordance with local municipal and county permit requirements as applicable. B. Customer/Developer is responsible to provide, Install and maintain all secondary service Cables, conduits and crossings from the Individual units meter base to the designated connecllon point. 9. Inclement weather conditions may cause delays in construction times and dates. 10. EXCAVATION: The Customer Is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36' Is required over PSE's primary voltage equipment and 24' Is required of PSE's secondary voltage equipment. The Customer will provide any and all shoring or they will side slope the trench to 1:1. Foreman -Complete POTELCO DESIGN AND QUALITY ASSURANCE sj This design compiles with PSE Deeign/Engineering Standards. Any/all variations have been pre-approved/documen ad b the app "ate P epr n tive. Signature P.m. — EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION a SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION a SEDIMENT CONTROL a ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, a SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) Locadon Win Slaa a Type Quantity L..g conductor) Remarks To !-3 V02 110 AL JK 3 30, AA"29' AAK3W, AAK331 30' of fro Al Cable Removed FOREMAN (CHECK BOX WHEN COMPLETED) ❑ PSE E4.lpmml LOCK—SECLREO a Won —M CLEAW9AFE C",ebn ❑ Gnd. Caer, end Sw-IC, rumba. INSTALLED a VERIFIED. ❑ F..N CI"r ED IINED m AeLuA Vkbrlty Map 626 J-4 (f, ., FI I p M.b PRO Re ED UM-ien SMadm PeprxWx. ❑ PRIMARY mAabaL co,,r ECO p Cwnpany IDee RECORDED in mrnd ausm on AedAa- ❑Cer-ewlnla USf ES12Em N-W11a VERIFY DmDer PN�S€. 'wv.4A, :'•'. CC Ch ❑ OC LbcF l"Maned. 0—r ❑ Devbeone cored on me AS l,Wl er,d,ntk reeral t - j ❑ I ,:xtlly M tAe rorx perlprmad meeb PSE'e eWerM erN Dmunxa . *`*+.,., A Q and tllet ell due1,M1 remwWnenle re met e ` FonmenY Slprulun e• 0 PROJECT PKASE NOTIFa ORDERO PWR Supenor I'd Remold Cede Remold Paml. Salvo X3 0276173 105056621 A 554031277 WA 10507D332 WA WA WA NIA X407560310 1042298M GAS Distribution HP Main HP Sw SA N/A NIA WA WA A CABLE TV PHONE JAMES ROa9lN5 250.60fi.1106 GaPAwe WA Pag4r pa.uog r Yes loaves ReeuM Ne �l 9I Y C1 Do a Owner/ Developer Contact Info City of Rempn [I055SG.dyW-y Rama,. WA 98067 ATTN: John , teo, 425.4W.72Tr oam For mrlbds below dW 1A88-CALL PSE(225-57r3) CALL (800) 424d555 2 BUSINESS DAYS BEFORE YOU DIG rae Fx.cr tourpN csmsnxe rAm,ms •Omega Rs`; i No •Fls,,,1 RequhS Ne EAL RESTATEIEASEMENT RW-075781 PERMIT City of Renton 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR lAMFS ROBBIN 253.605.1406 02=111 1 O2N8111 J.ROBBINS Redesign.Newapplime 02MV11 ENGR-POWER IMES ROBBIN 253.M&1406 02108/11 REVe DATE BY DESCRIPTION ENGR-GAS WA WA WA COUNTY Klee Ems Sad WA Go Wk Cv WA POWER VM CIA WA DRAWN BY ES ROBSIN 253.606.1406 02MSMI CHECKED BY j/ 1/4 SEC NE3 T23N ROSE OP MAP N/A PUT MAP WA -JGfro 17 -T UAW NO (POWER) 230SEM OH CKT MAP UGcKTMAP CIRCUITNO 2305E018 WF.. JOINT FACILITIES ARRANGEMENTS UTILITIES 1 WA NIA 7T NIA WA CONTACT NIA NIA WA r4A\ PHONE• NIA N/A NIA WA PUGETINCIDENT SOUND Stonegate Pump Station Remove 3-ph trf / Install new pri LIE set new 3001,VA Vf ENERGY 2615 Mi. Aye NE (148th Aw SE), Renton. WA 9W56 DESIGNED BY PoWco, Ino MAOP Aads —Gas NIA E.« 105OM21 SCALE PAGE I toll Denis Law City Of psi o Mayor r [ r r r moo. Public Works Department - Gregg Zimmerman, P. E., Administrator March 16, 2011 Right -of -Way Department Puget Sound Energy P.O. Box 98068 / EST-06W Bellevue, WA 98009-0868 RE: CITY OF RENTON — STONEGATE LIFT STATION REPLACEMENT PROJECT Dear Right -of -Way Department: Attached please find the following items for the review of the City of Renton's Stonegate Lift Station Replacement project: • $250 check for review fees. • Stonegate Lift Station Replacement Construction Plans. • Executed Easement to PSE from the Stonegate Homeowners Association. Photographs of PSE's existing overhead power line in relation to the construction site. The site is located at 2615 Nile Ave NE (SE 1481h St), Renton, WA in the NE quarter of section 3, Township 23 North, Range 5 East, W.M. Items to be constructed within PSE's existing easement (recording No. 2607789) include the following: • Underground concrete wetwell with electric pumps and ductile iron piping. • Underground concrete overflow storage vault. • Underground concrete valve vault with ductile iron pipes. • 20'x12' CMU building to house the motor control and telemetry panels. Back-up emergency generator. 6'-high chain -link fence surrounding the lift station site. Landscaping vegetation. The City of Renton is also requesting that line #4 of the "Consent For Use Of Puget Sound Energy, Inc. Transmission Line Right -of -Way" form be modified to allow the construction of the above- ground facilities associated with this project. If you have any questions, please call me at 425-430-7279 or by email at jhobson@rentonwa.gov. Sincerely, L John Hobson Wastewater Project Manager Attachments H:\File Sys\WWP - WasteWater\WWP-27-3473 Summerwind-Stonegate LS Replace ment\DESIGN\Stonegate LS - PSE construction review letter.doc\IDHtp Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov w. U.S. BANK OF WASHINGTON P P:NIT(1N1 RRGNPW 19-10 1250 ti�Y O U CITY OF RENTON �3 ACCOUNTS PAYABLE ♦ !�� ♦ 1055 S. GRADY WAY RENTON, WA 98057 Phone: (425) 430-6919 Phone: (425) 430-6930 PAY Two Hundred Fifty Dollars and No Cents PAf PUGET SOUND ENERGY TO THE RIGHT-OF-WAY DEPARTMENT ORDER PO BOX 98068 / EST-06W BELLEVUE, WA 98009-0868 VENDOR# DATE CHECK NUMBER CHECKAMOUNT 064290 03/18/2011 301668 "-250.00 00 30 L E E81i' 1: 1 2 5000 10 51: L 5 3 500E 98 3 Lail' PLEASE DETACH BEFORE DEPOSITING CITY OF RENTON, WA 98055 ACCOUNTS PAYABLE CHECK VOID AFTER 6 MONTHS MAYOR F CE & IS ADMINISTRATOR NO.301668 INVOICE NUMBER DATE DESCR:PTICN P.O. NUMBER DISCOUNT/RETAIN AMOUNT 03162011 03/16/2011 Plan Review Fees for Stonegate Lift 0.00 250.00 250.00 Check Request for Emergencies (for established vendors only) Submit this form to obtain a check outside the regular Accounts Payable (AIP) check run schedule. Check Request Info: Date of request: Date check needed: March 16, 2011 ASAP Requestor's name: Requestor's department/division: Requestor's ext #: John Hobson Public Works / Utility Systems 7279 Vendor #: Vendor name and mail address: 064290 Puget Sound Energy, P.O. Box 98068 / EST-06W, Bellevue, WA 98009-0868 What is the reason that a check needs to be issued outside the normal AIP check run schedule. PSE Plan Review needs to be completed ASAP to avoid construction delays Check amount: Account number(s) to charge: Amount per account #: $250.00 426.465465.018.595.35.63.000 Check handling request: Send Check to Requestor for attachment to Plan Review Package *AQaroval Sianatu Signature: David Christensen Type name of signer on above line Date: The department person approving this check request must be an authorized signer Signature: Designee: Date: Finance & IS Administrator or Designee: If applicable, print designee name on above line \\renton\data\Piazza\DATA_Center\Forms\Finance\2007_Check Request for Emergencies (online typeable).doc Online Typeable Form, July 2007 a. r PUG ET SOUND ENERGY pOTELCOINC A Ouanla Services Company REQUIREMENTS FOR TRENCHING BY CUSTOMERS ON PUBLIC RIGHT-OF-WAYS AND/OR ON PUGET SOUND ENERGY, INC. EASEMENTS The following outlines most local governmental guidelines and company standards for trenching on a public right-of-way or Puget Sound Energy, Inc. (PSE) easement. Any trenching performed by the customer, or their contractor, under a PSE permit or easement must comply with these requirements. 1. All trench construction must be performed by a Washington State licensed and bonded contractor. 2. Trench excavation, backfill, restoration, and facility placement must be coordinated with a PSE designated representative, and receive on -site approval by that representative, and local jurisdiction. 3. Right-of-way easement trenching and backfill must be performed during normal business hours, Monday through Friday. Same day excavation and backfill is required for all trenching. Job start notification to the local jurisdiction is the responsibility of Potelco, Inc. Customer shall notify Potelco Project Manager three working days prior to trenching. Penalties for failure to comply with this requirement will be borne by the customer. 4. If the job scope requires excavation beyond a single day, fencing and barricading must be installed around utility facilities exposed above the trench, if allowed, must be in accordance with local regulatory requirements. S. PSE, all participating utilities, and One -Call Locate, must be notified a minimum of 72 hours in advance of the date and time for right-of-way trenching and facility placement. The One -Call Locate number is 1-800-424-5555. State law requires locating service notification. 6. Excavated material must remain clear of the roadway whenever possible. Excavation material, spoils, and debris shall be removed off -site each day, in accordance with local regulatory requirements. All erosion control requirements in accordance with local regulatory requirements are the responsibility of the customer. 7. Material excavated from the shoulder of the right-of-way shall be properly disposed, and replaced with select backfill material in accordance with local regulatory requirements. 8. Proper compaction is required to comply with local regulatory specifications. If the permit requires compaction testing, the cost of said testing is the responsibility of the customer. 9. All permit requirements, traffic control plans, traffic control and flagging shall meet local regulatory specifications and satisfaction. Page 1 of 2 s 10. In the event of failure to abide by the above requirements, PSE reserves the right, at its sole discretion, to assume trenching. In the event of delays due to equipment failure, PSE may assume trenching to meet regulatory and joint construction requirements. The customer is responsible for all trenching costs, and will reimburse the company for costs should PSE perform the trenching. (initial) 11. The customer agrees to indemnify, defend and hold harmless PSE from all liability (including reasonable attorneys, fees) arising out of, or in connection with, the above mentioned trenching activities. (initial) Job Number 105058621 Trench Location 2615 Nile Ave. NE Renton WA 98056 Customer Name (print) � ►-�� 1AC05c -i (CI*r-r or I AGREE TO ADHERE TO THE AB O CONDITIONS Customer, Signature Date Z$ Title y A—S e, A 1�1.4 1 Page 2 of 2 RETURN ADDRESS: Puget Sound Energy, Inc. Attn: ROW Department PO Box 97034/EST-06W Bellevue, WA 98009-9734 CONSENT FOR USE OF PUGET SOUND ENERGY, INC. TRANSMISSION LINE RIGHT-OF-WAY This Agreement is made between Puget Sound Energy, Inc., "PSE" herein, and City of Renton "Owner/Company" herein: PSE operates and maintains a transmission line within its right-of-way in the NE i/4 of the NE '/a of Section 3, Township 23 North, Range 5 East, W.M. The location and extent of PSE's easement rights, "Easement Area" herein, are more specifically described in documents recorded under Auditor's File Number(s) 2607789. The Owner/Company desires the consent of PSE to utilize portions of the Easement Area for the following described uses: A. An underground concrete wetwell with electric pumps and ductile iron piping; B. An underground concrete overflow storage vault; C. An underground concrete valve vault with ductile iron pipes; D. One 20' x 12' CMU building to house the Stonegate Lift Station motor control and telemetry panels (minimum horizontal clearance of 24 feet and minimum vertical clearance of 9 feet from existing overhead power lines); E. One back-up emergency generator (minimum horizontal clearance of 11 feet and minimum vertical clearance of 11.2 feet from existing overhead power lines); F. A 6-foot high chain -link fence around the perimeter of the Stonegate Lift Station; and G. Landscape vegetation. All as shown on the plans dated 6/25/2010, marked Exhibit "A" attached hereto and made a part hereof. As between the parties, it is mutually agreed that the Owner/Company may utilize the Easement Area for the above described uses, subject to the following terms and conditions: 1. If such use of the Easement Area should at any time become a hazard to the presently installed electrical facilities of PSE, or electrical facilities added or constructed in the future, or should such use interfere with the construction, operation, inspection, maintenance or repair of the same or with PSE's access along such Easement Area, the Owner/Company will be required to correct such hazard or interference, at Owner/Company's expense. 2. No filling and/or grading within said easements shall be accomplished in such manner as to reduce vertical distance between the ground surface and PSE's wires or jeopardize the lateral support of any of PSE's poles or anchors. No excavation will be permitted within fifty (50) feet of said poles or anchors. Owner/Company must pay for any and all costs related to changing the vertical line clearances in any way as a result of their uses. 3. A minimum clearance of twenty (20) feet from all power lines must be observed in any activities related to such uses, including the operation of equipment. 4. Structures within the easement area shall be limited to those required for the operation of the Stonegate Sanitary Sewer Lift Station and shall adhere to the minimum clearances as shown in the above listed project description. If, for any reason, PSE changes the voltage of the overhead lines, the Owner/Company will be responsible for any additional costs needed to provide for the proper clearances from. All metal parts of structures, fencing, etc. shall be properly grounded to stop inducted voltage. Consent of Use 11/1998 5. At no time shall PSE's access to transmission line structures along the Easement Area be permanently blocked off or unduly restricted. Fences constructed within the Easement Area shall have removable sections and/or gates to facilitate vehicular access at any and all times. PSE locks are to be installed on all gates with 24/7 access. Landscaping must not interfere with such access. Any construction within the said Easement Area must be consistent with the above -mentioned restrictions. 6. Transmission and distribution lines have been or will be constructed, operated, and maintained within the Easement Area. Said facilities may require tree and brush cutting within and adjacent to the easement right-of- way. PSE retains the right to cut, remove and dispose of any and all brush, trees, and other vegetation presently existing upon the Easement Area. PSE shall also have the right to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees and other vegetation upon the Easement Area which, in the opinion of PSE, interfere with the exercise of PSE rights or create a hazard to PSE's systems. 7. PSE shall have the right to cut, trim, remove and dispose of any trees located on the Property outside the Easement Area, which could, in PSE's sole judgment, interfere with or create a hazard to PSE's systems. PSE shall, prior to the exercise of such rights, identify such trees and make a reasonable effort to give Owner/Company prior notice that such trees will be cut, trimmed, removed or disposed of (except that PSE shall have no obligation to identify such trees or give Owner/Company such prior notice when trees are cut, trimmed, removed or otherwise disposed of in response to emergency conditions). Owner/Company shall be entitled to no compensation for trees cut, trimmed, removed or disposed of except for the actual market value of merchantable timber (if any) cut and removed from the Property by PSE. 8. All shrubs and trees to be situated in the Easement Area must be of a low growing variety which normally do not exceed fifteen (15) feet in height at maturity. 9. The Owner/Company releases PSE and will assume all risk of loss, damage or injury, which may result from such use of the Easement Area, except the portion of such loss, damage or injury caused by or resulting from the negligence of PSE or PSE's agents or employees. Any damage to PSE's facilities caused by or resulting from such use of the Easement Area may be repaired by PSE and the actual cost of such repair shall be charged against and paid by the Owner/Company. The Owner/Company further agrees to defend, indemnify and hold harmless PSE, its agents and employees from all loss, damage or injury to any person whomsoever to the extent such loss, damage or injury results from the use of the Easement Area by the Owner/Company, their servants, agents, employees and contractors. 10. PSE does not own the land within the Easement Area. If you are not the Owner of such lands, you must acquire rights for such use from the landowner. 11. The Owner/Company must notify PSE's Electric First Response Engineer's at 888-225-5773 at least 48 hours prior to the commencement of any and all construction activities related to such uses and to coordinate the installation of protective barriers around power poles. 12. The terms and conditions herein contained shall be binding upon the parties hereto, their respective successors and assigns. Approved: PUGET SOUND ENERGY INC. By: ✓� Its: Supervisor Real Estate Date: 1p I ( (, I if Date: J��` PUGET SOUND ENERGY March 21, 2011 City of Renton 1055 S Grady Way Renton, WA 98057 Re: Stonegate Pump Station PSE order No. 105058621 Dear Sir / Madam, POTELCO INC A amnia Services Company In accordance with Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions", on file with the Washington Utilities & Transportation Commission, this agreement confirms our intention to provide electrical service to your project at 2615 Nile Ave NE, Renton WA 98056 per the attached PSE design drawing. The delivery voltage of this electrical service is 277/480 volts. This cost information is valid for 90 days from the date of this letter, and is subject to being updated after that time. The payment of the total amount due and the return of signed documents as noted elsewhere in this letter is required prior to commencing our work. Please make checks payable to Puget Sound Energy and return to address listed below: 8001 S. 212th Street. Kent, Washington. 98032 Address City Zip Code The cost for this work is determined as follows: Estimated Normal Construction Cost including transformation Less: Applicable Margin Allowance Total line extension charge Other charges - Redesign Dedicated facilities Transformer and cable removal Total Other charges Total amount due under this letter $ 0.00 $ 0.00 _ $ 0.00 (1) $ 1.380.67 + $ 32,504.10 + $ 1,076.33 _ $ 34,961.10 (2) $ 34,961.10 (1 + 2) Charges for temporary and permanent electric service lines for your project are not included in the above charges. To order these services and obtain costs, please contact PSE at 888-321-7779 after electrical inspections have been approved. These additional charges will be billed after installation in accordance with Rate Schedule 85. These charges also do not include permitting fees or trenching and other excavation related work that is vour responsibility. 3538 9.!06 This cost information reflects the work being performed during normal working hours. These charges do not include permitting fees or trenching and other excavation -related work that is your responsibility to provide. Please review the attachments provided. The Excavation Requirements & Final Grade Certification must be signed by the project owner or designee, and returned to me along with a signed copy of this letter prior to the start of construction. The work sketch document shows the proposed design, including the location of permanent, aboveground electrical facilities required to provide electrical service to your project. Fault current information for transformers associated with your project are noted on the work sketch drawing. Please notify me immediately if you believe there are conflicts between PSE's design and your project. Additional construction -related information and information on metering and service entrance requirements is provided in PSE's Electric Service Handbook for commercial projects. If you do not have one of these handbooks, and would like one, please contact me. It is your responsibility to provide your project manager, site superintendent, and subcontractors with any relevant information from this correspondence, it's attachments, and PSE's Handbook that applies to their work. Refunds associated with the line extension charge may be available for additional permanent service hook-ups not initially considered that are made within five (5) years of the date on which the electric distribution facilities installed for this project are initially energized. If no Margin Allowance has initially been provided, or if your Margin Allowance exceeds $75,000, PSE agrees to calculate and refund the Margin Allowance, subject to Schedule 85, two (2) years after the line extension is energized. Customers are responsible for making all refund requests. A refund may be requested one (1) time within six (6) years of the date on which the distribution facilities are initially energized. Your refund request should be directed to PSE's Customer Accounting Coordinators at 253-476-6335 or 253-476-6440. You will find it useful to retain this letter to use as a reference when making your refund request. All costs and refunds are in accordance with PSE's Rate Schedule 85, and any discrepancies between this letter and the Rate Schedule will be resolved in favor of the Rate Schedule. Rate Schedule 85 contains more detailed information covering costs, refunds, rights, and obligations than is reflected in this letter. The entirety of Rate Schedule 85 may be viewed at PSE's website www.pse.com under the "Inside PSE" heading. Projects developed by Limited -Liability Companies (LLC's) are required to provide contact information for all managing members in addition to a copy of your Master Business Application. This information too, must be provided prior to commencing construction on your project. Thank you for the opportunity to provide electrical service to your project. PSE will use reasonable diligence in commencing this work, but we will not be liable for any delays resulting from circumstances beyond our control, including but not limited to failure to receive necessary Operating Rights. If you have any questions, please call me at (253) 395- 7054. Sincerely, Mr. James Robbins Project Manager Potelco, Inc. I have re-4d an agree to the terms and conditions outlined in this agreement and it's attachments. OWir 0OWNER DESIGNEE'S SIGNATURE PRINT NAME DATE 3538 M Check Request for Emergencies (for established vendors only) Submit this form to obtain a check outside the regular Accounts Payable (A/P) check run schedule. Check Request Info: Date of request: Date check needed: March 23, 2011 ASAP Requestor's name: Requestor's department/division: Requestor's ext #: John Hobson Public Works / Utility Systems 7279 Vendor #: Vendor name and mail address: 064290 Puget Sound Energy, 8001 S. 212th St., Kent, WA 98032 What is the reason that a check needs to be issued outside the normal AIP check run schedule? Payment is for installation of a transformer to provide power to avoid construction delays Check amount: Account number(s) to charge: Amount per account #: $34,961.10 426.465465.018.595.35.63.000 Check handling request: Send Check to Re uestor for attachment to PSE Invoice f1;11"OlLeJ'1f;lIDD]L IIC_lk!I1 Requestor's Dear/ment AdmMls'trator, Division Director or designee: Signature: ! . Type name of signer on above line Date: / `The department person approving this check request must be an authorized signer Finance & IS Administrator or Designee: Signature: Designee: If applicable, print designee name on above line Date: \\renton\data\Piaaa\DATA Center\Forms\Finance\2007_Check Request for Emergencies (online typeable).doc Online Typeable Form, July 2007 U-S. BANK OF WASHINGTON RFNT(1N FRANrH 1919=10 1250 �Y O CITY OF RENTON ACCOUNTS PAYABLE ♦ + 1055 S. GRADY WAY RENTON, WA 98057 Phone: (425) 430-6919 Phone: (425) 430-6930 VENDOR #, BATE=iiectk 064290 03/24/2011 301825 ******34,961.10 PAY Thirty Four Thousand Nine Hundred Sixty One Dollars and Ten Cents PAY PUGET SOUND ENERGY TO THE PYMT PROCESSING BOT-01H ORDER PO BOX 91269 BELLEVUE, WA 98009-9269 0030 L8 250 1: L 2 5000 LO 5': L 5 3 500698 3 L80 PLEASE DETACH BEFORE DEPOSITING CITY OF RENTON, WA 98055 ACCOUNTS PAYABLE CHECK VOID AFTER 6 MONTHS MAYOR FI E & IS ADMINISTRATOR NO.301825 INVOfCE NUMBER -. DATE -� OFSCR;PTtON I - P.O. NUMBER DISCOUNTIRETAIN AMOUNT �?;.,:' 105058621 03/21/2011 Stonegate Lift Station transformer 0.00 34,961.10 34,961.10 PUGET SOUND ENERGY PSE ELECTRICAL FACILITIES EXCAVATION REQUIREMENTS AND FINAL GRADE CERTIFICATION PURPOSE This document is an agreement between Puget Sound Energy (PSE) and the Owner/Developer (Developer) who is providing excavation for the installation of PSE's facilities. This document does not provide an easement for operating rights. If PSE determines that a recordable easement on the Developer's property or other property is necessary, it shall be the Developer's responsibility to obtain such easements in a form acceptable to PSE prior to construction. EXCAVATION REQUIREMENTS The requirements and conditions outlined below apply when you provide the excavation for PSE's electrical facilities as a condition of receiving electrical service for your project. If you need additional information, please call the PSE contact person listed below. 1. Developer is responsible for acquiring utility locates by calling One -Call, 1-800-424-5555 at least 48 hours (two full working week days) prior to digging. The excavation must meet the requirements of the Washington Administrative Code and Safety Standards. 2. Developer shall call the PSE contact person noted below for trench and route approval prior to starting excavation. 3. The electrical primary trench shall be excavated to provide a minimum of 36 inches of facility coverage, to a maximum trench depth of 48 inches. The electric service trench shall be excavated to provided a minimum of 24 inches of facility coverage, to a maximum trench depth of 36 inches. A 12 inch horizontal separation is required between PSE electrical facilities and other utilities within a joint trench. 4. All back fill must be free of sharp objects and construction debris. Developer shall provide and install sand bedding and shading for electrical facility protection as directed by PSE's contact person. Developer is responsible for any damages caused by improper backfill or compaction. 5. Developer agrees to maintain a minimum of 2 feet of horizontal clearance between PSE conduit, pipe or conductors and any foundation on Developer's property. 6. The vault excavation shall be dug to the dimensions noted on the attached work sketch. Vault holes shall have a solid level bottom with a 6 inch deep layer of crushed rock bedding. 7. Developer shall provide the excavation for PSE electrical facilities within the designed location. Developer shall identify and provide final grade, property lines, and utility easements prior to installation of PSE's electrical facilities. 8. Developer will be financially liable for the relocation of PSE's facilities which are inadequately covered, located outside the area where PSE has adequate operating rights, improperly graded inhibiting standard access and/or any damages resulting from dig -ins due to changes or variations in grade that are made after the installation of PSE's facilities. FINAL GRADE CERTIFICATION By my signing below, I certify that the electrical facilities work area shall be at final grade prior to excavation. I assume full responsibility for my excavation work and the resulting location of these facilities. I also agree to indemnify, defend, and hold harmless Puget Sound Energy from all liability arising out of, or in connection with my work, including but not limited to all claims, losses, damages, and expenses, including reasonable attorney's fees, which result from my failure to excavate within easement areas or rights -of -way, or from digging without adequate rights on adjoining properties. Date: y Owner or Developer. Signature: PLEASE PRINT Project Address: A 1:7 /r vt- ZyL i2�-:z-.✓ /. 1,4 PSE Contact person: PSE Work Order: 2806 02/06 PUG ET SOUND ENERGY pOTELCOINC A 0-ft Smim C.mpwy March 21, 2011 City of Renton 1055 S Grady Way Renton, WA 98057 RE: Non-residential secondary electric service to 2615 Nile Ane NE, Renton (PSE Job # 104229899) In accordance with Puget Sound Energy's Tariff G, Schedule 85, customers requesting electric Non -Residential underground secondary voltage service connections are "subject to the Customer paying an estimated charge based on the Company's cost of making the connection(s)." The estimated cost for connecting the underground electric service at the above $ 429.00 This quote is based on the following information that was provided by you on your application for service. Base Fee for connection $ 429.00 Additional Runs @ $99.00 per run $ - Additional Trip fee, for customer requested additional trip $ - Complex engineering, outage coordination, & switching orders @ $128.00 per hr._ $ - Customer requested overtime, stand by fee or PSE Serviceman time $ - Sales Tax & overheads (if applicable) $ - If you request a change in the number of conductors that need to be connected, request that work be performed outside of normal working hours, request additional trips than those discussed or have other changed conditions not indicated by other information that you have provided, we reserve the right to adjust this quote based on those changed conditions. This quote is valid for 90 days from the above date. Upon your signed acceptance and return of this quote and completion of the connection work, you will receive an invoice for the above amount from Puget Sound Energy, which is payable in thirty days. If you have any questions please contact me at Sincerely, James Robbins Project Manager Potelco/PSE Representative Potelco Inc. 8001 South 212th St. Kent, WA 98032 253-395-7054. 0, T Customer Signature 4 agree to the price and conditions as stated above. Billing address: Lk Operating Rights Date a Z 3 -- u To: C� r i r•,= /�-�,-� From: Potelco, Inc. 8001 S. 212`h Street Kent, WA 98032 1./,4 `l Z C s" 7 Subiect: Obtain necessary permits and/or operating rights for your project located at <- c,L•, / � i�/� c c.- A vim- !J� _ % `L_ i.i-r-,�! G-� <-t 1 According to Puget Sound Energy's filed Tariff, Schedule 85, customers requesting new electric service are required to obtain "all legal rights necessary" for the construction of new electric facilities to serve their project. Operating rights need to be obtained by the Company (Puget Sound Energy) prior to the commencement of construction of such facilities. Most municipalities/counties will not issue a utility permit to someone who is not an agent of the utility company. Therefore, Potelco, Inc., as Puget Sound Energy's agent, will obtain necessary municipality/county permits at the request of the customer. The *estimated cost for obtaining the required municipality/county permits for your project at the above address is $ 681.51 . If you wish for Potelco to obtain the necessary permit(s) please sign below as acceptance of these conditions and submit a check in this amount to Potelco, Inc. at the above address. Most permits are valid for 6 (six) months. Funding is required again, if permit expires. * This is an estimated cost, customer is responsible for actual cost on closure of permit. Respectfully, James Robbins Project Manager Potelco, Inc Accepted Print Name' J.-i-I m f-/11t. = e ,. Date P,-23- CITY OF RENTON APPLICATION Development Services Division 1055 South Grady Way, Renton WA 98057 Phone: (425) 430-7200 www.rentonwa.gov ALL REQUIRED ITEMS MUST BE PROVIDED IN ORDER TO PROCESS THIS APPLICATION 1. Property Address: Z e,�- if A,l 2. Building Permit # (Required): t"/3. Boeing Job # (if applicable): 114 4. Value of Work to be Performed: 5. Type of Work to be Performed: l i��ti�n� _s�� v•c� .�'Pf;�� a��; �.y��,�,4,,; 6. Permit Cost: Basic Fee: $45.00 + Itemized Fee(s) from below**: 7/. Each plumbing fixture or trap or set of fixtures on one trap: $8.00 Basins (lavatory) Bathtubs Floor Drains Sinks Trays (laundry) Water Closets Washers Sump or Trap Urinals Showers Drinking Fountain Dishwasher* Water Heater * vacuum breaker required Rainwater systems per drain $ 8.00 Each industrial waste pretreatment interceptor $ 8.00 For installation, alteration or repair of water piping (each fixture) $ 8.00 For repair or alteration of drainage or vent piping (each fixture) $ 8.00 For each lawn sprinkler system (includes backflow prevention) $ 8.00 For EACH vacuum breaker or backflow protection device on tanks, vats, etc: $ 8.00 For water service — meter to house $ 8.00 For each gas piping system: ..one(1) to five(5) outlets $ 12.00 ...additional outlets, each $ 2.50 For each Medical gas piping system*: *Plan Review required to five(5) outlets $ 60.00 ..one(1) ...additional outlets, each $ 5.00 Reinspection Fee $60.00 *Plan Review Fee 40% of Permit Fee** ** + Additional 3% Technology Surcharge 7. Property Owner:( - ;- i'^ ,., - _ , Phone: 4 _ 4 Street Address: t r City/State: Zip: 1 -7 8. Tenant Name (if applicable): Suite/Room #: 9. Contractor: Phone: 4:4= c c 10. State of Washington Contractor's License # (Required): 11. Contractor's City of Renton Business License # (Required): c 12. Contact Person: % ,1 ti Phone: Applicant Signature:/ Date: w H:\CED\Data\Forms-Templates\Se�-Help Handouts\Building\P1umbApp.doc Rev 11/10 FINANCE AND INFORMATION SERVICES , DEPARTMENT a M E M O R A N D U M DATE: 03/03/2011 TO: Sue Olson, Finance & Information Services Department FROM: Adriann Alexander SUBJECT: Re: INTERFUND TRANSFER REQUEST Instructions: Please note that failure to provide all digits will result in processing delays. All Signatures and correct documentation must be included. Please prepare the following inter -fund transfer: Department Charged: Account Number Project, function, task, sub -task Description Amount 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Plumbing Permit Fee $69.00 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Technology Fee $2.07 Total $71.07 *Charged Department Authorization* APPROVAL SIGNATURE: Printed Name David Christensen CREDIT: CED- Building Dent. Date 3/3/11 Account Number Project, function, task, sub -task Description Amount 000.000000.007.322.10.00.010 Plumbing Permit Fee $69.00 503.000000.004.322.10.00.011 Technology Fee $2.07 Total $71.07 Reason: Stonegate Sewer Lift Station B 1000458- 2615 Nile Ave NE Note: Documentation to support this transfer request must be attached and all signatures are required. Cash Transfer Form/Finance/bh Revised 01/09 PUGET SOUND ENERGY The Energy To Do Great Things ELECTRIC SERVICE APPLICATION PERMANENT NON-RESIDENTIAL 201E For buildings, all or a portion of which is intended for commercial, retail, or general public activities. This includes community wells, barns, and garage shops/outbuildings. Use for new construction or existing structures converting to natural gas from an alternative fuel, e.g. oil, propane, or electricity. Please submit the CSIS form in addition to this application. A site plan must be submitted with the form in order to be processed. 1 NEED PERMANENT: ❑ OVERHEAD SERVICE OR UNDERGROUND SERVICE CUSTOMER•' • PROJECT NAME PARCEL/LOTNO STONEGATE LIFT STATION 803540-0580 PROJECT ADDRESS 2615 NILE AVE NE, RENTON, WA, 98056 CONTRACTOR SHORELINE CONSTRUCTION CO. CONTACT NAME ALEC ANDRY PHONE 1 206-571-3572 I PHONE 2 425-483-0600 FAX NO. 360-668-5133 E-MAIL alec_andry@hotmail.com [INSIDE CITY LIMITS? ❑ YES ❑ NO PERMANENT SERVICE INFORMATION CONSTRUCTION START DATE DESIRED SERVICE DATE December 10, 2011 February 7, 2011 NUMBER OF BUILDINGS (FOR EACH BUILDING SUBMIT A SEPARATE FORM 201E) (1) CONTROL BUILDING FOR WASTEWATER LIFT STATION SERVICE ADDRESS FOR BUILDING 2615 NILE AVE NE, RENTON, WA, 98056 TYPE OF BUSINESS MUNICIPAL WASTEWATER LIFT STATION SQ. FOOTAGE 240 NO. OF METERS 1 PANEL SIZE 60 AMPS EXISTING ELECTRIC DISTRIBUTION E] OVERHEAD ❑ UNDERGROUND SECONDARY VOLTAGE REQUIRED ❑ 120/240 ❑ 120/208 ❑� 277/480 PHASE REWIRED 10 SINGLE PHASE Q THREE PHASE NUMBER OF RUNS' 1 NUMBER WIRES PER RUN(Sy 4 UNDERGROUND SECONDARY CONDUCTOR SIZE 600 KCMIL NEUTRAL SIZE 600 KCMIL 'THIS INFORMATION IS NECESSARY TO ENSURE THE ADEQUATE NUMBER OF CONNECTION POINTS TRANSFORMER OR HAND -HOLE WILL BE INSTALLED. •D INFORMATION EQUIPMENT 1 PHASE 3 PHASE HP LRC NEMA ELEVATORS HEATING 30 GENERATORS 175 COOLING REFRIGERATION WATER HEATING LIGHTING 0 5 COOKING MISCELLANEOUS 10 OTHER MOTORS 120 85 200 A B TOTAL NEW CONNECTED LOAD 4.5 240 EXISTING LOAD EST. TOTAL LOAD 4.5 EST, TOTAL DEMAND 4.5 240 170 • Vv1LL EXISTING POWER FACIUTIES REQUIRE RELOCATION? [:]YES Q NO (MARK ON SITE PLAN) PLEASE DESCRIBE ' REMOVE OLD SERVICE FROM PREVIOUS LOCATION COMPLETELY. NEW SERVICE FROM OVERHEAD DISTRIBUTION TO PAD -MOUNT TRANSFORMER FOR TWO 85 HP NEMA CLASS B MOTORS POWERED BY SOFT STARTS, LIGHTING AND ANCILLARY SERVICES. SPECIAL INSTRUCTIONS This application is official notice to Puget Sound Energy (PSE) to begin all the needed steps to provide you with new electric service. If any of the above information is changed you may be responsible for additional charges related to engineering, construction, or other aspects of providing service. If there is a I Of p ress or inactivity on your project and this project is canceled either by you or by PSE, you will be responsible for yyii RV actual costs incurred up to the time of cancellation. PRINT AUTHORIZED NAME I AUTHOR E I RE DATE John Hobson .... i5iA ?i Z © J / Please mail signed and completed form to the selected MAILING OPTIONS: O Puget Sound Energy (CCS) O Puget Sound Energy (CCS) E-mail signed and scanned form to: 3130 S. 38th St. 1660 Park Lane Nr—wServiceApplicationsOPSE.com Tacoma, WA 98409 Burlington, WA 98233 Fax:253.476.6007 Fax:360.766.5640 or 253.476.6421 OFFICE USE ONLY UMAP NO. / PUT NO CLX CUST NO. I CLX SUB NO, SAP NOTIFICATION NO 1378 02/10 PAGE 1 OF 1 • PUGET SOUND ENERGY The Energy To Do Great Things CUSTOMER SERVICE INFORMATION SHEET [CSIS] THIS FORM MUST BE SUBMITTED ALONG WITH THE APPROPRIATE APPLICATION(S). DATE February 3, 2011 PROJECT OWNER BUSINESS TAX ID (IF APPLICABLE) CITY OF RENTON 916001271 ADDRESS CITY STATE ZIP 1055 S. GRADY WAY RENTON WA 98057 PHONE 1 PHONE 2 E-MAIL 425-430-7279 jhobson@rentonwa.gov PROJECT NAME (IF APPLICABLE) STONEGATE LIFT STATION REPLACEMENT PROJECT SITE ADDRESS CITY STATE ZIP 2615 NILE AVE NE RENTON WA 98056 PROJECT COORDINATOR / CONTACT PHONE 1 E-MAIL JOHN HOBSON 425-430-7279 jhobson@rentonwa.gov CHARGES FOR CONSTRUCTION AND ENERGY USE WILL BE BILLED TO THE PROJECT OWNER. FOR A LIST OF DEFINITIONS AND CORRESPONDING FORMS, PLEASE SEE THE REVERSE SIDE. PLEASE CHECK ALL THAT APPLY AND ATTACH THE CORRESPONDING FORM FOR EACH SERVICE. INQUIRYFORM ELECTRIC GAS El 1:1 PRE -PROJECT INQUIRY 100EG 100EG APPLICATIONSSERVICE RESIDENTIAL 100E 100G NON-RESIDENTIAL ❑ TEMPORARY 200E ❑ ❑ PERMANENT 201 E 201 G ❑ ❑ RESIDENTIAL PLAT DEVELOPMENT 300E 30OG ❑ ❑ MULTI -FAMILY DEVELOPMENT 400E 40OG ❑ ❑ ALTERED 500E 50OG IF PROJECT IS MIXED USE, PICK ALL THAT APPLY (PLEASE SEE THE DEFINITIONS). Please mail signed and completed form to the selected office. MAILING OPTIONS: O Puget Sound Energy (CCS) 3130 S. 38th St. Tacoma, WA 98409 Fax: 253.476.6007 or 253.476.6421 O Puget Sound Energy (CCS) E-mail signed and scanned form to: 1660 Park Lane NewServiceApplications(dPSE.com Burlington, WA 98233 Fax: 360.766.5640 4411 02110 PAGE 1 OF 2 r7R t0� FII A_NCE AI�TD INFORMATION SERVICES DEPARTMENT ♦ M E M O R A. ITT D U M DATE: October 18, 2010 TO: Casaundra Commodore, Finance & Information Services Department FROM: David Christensen .SUBJECT: Re: INTERFUND TRANSFER REQUEST Instructions: Please note that failure to provide all digits will result in processing delays. All Signatures and correct documentation must be included. Please prepare the following inter -fund transfer: Department Charged: Account Number Project, function, task, sub -task Description Amount 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Bldg Permit Fee Total �s.q 1,Z. (O *Charged Department Authorizati APPROVAL SIGNATURE: Printed Name David Christensen Date /e� / M7-M-13 Account Number Project, function, task, sub -task Description Amount 000-000000.007.322.10.00.011 Stonegate Lift Station Replacement Building Permit Fee 'Z 5, 000.000000.007.345.83,00.000 Stonegate Lift Station Replacement Plan Check Fee . (- 000.000000.000.237.09.00.000 Stonegate Lift Station Replacement Building Code Fee 4-SO I2 2� UTILITY SYSTEMS RhUt!yt=u Reason: OCT 19 2010 Note: Documentation to support this transfer request must be attached and all signatures are .required. Cash Transfer Form/Finaneelbh Revised 01109 ti `S-Y o� FINANCE AND INFORMATION SERVICES � .�'•.�> , DEPARTMENT M E M O R A N D U M DATE: 02/07/2011 TO: Sue Olson, Finance & Information Services Department FROM: Adriann Alexander SUBJECT: Re: INTERFUND TRANSFER REQUEST Instructions: Please note that failure to provide all digits will result in processing delays. All Signatures and correct documentation must be included. Please prepare the following inter -fund transfer: Department Charged: Account Number Project, function, task, sub -task Description Amount 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Bldg Permit Fee $1074.56 426.465465.018.595.35.63.000 Stonegate Lift Station Replacement Electrical Permit Fee $2135.19 Total $3209.75 *CharLyed Department Authorization* APPROVAL SIGNATURE: Printed Name David Christensen CREDIT: CED- Building Dent. Date 2/8/11 Account Number Project, function, task, sub -task Description Amount 000.000000.007.345.83.00.000 Plan Check Fee $423.31 000.000000.007.322.10.00.011 Building Permit Fee $651.25 000.000000.007.322.10.00.012 Electrical Permit Fee $2135.19 Total $3209.75 Reason: ' Stonegate Sewer Lift Station B 1000458- 2615 Nile Ave NE Note: Documentation to support this transfer request must be attached and all signatures are required. Cash Transfer Form/Finance/bh Revised 01/09 State of Washington DEPARTMENT OF FISH AND WILDLIFE Mailing Address: 600 Capitol Way N • Olympia, WA 98501-1091 • (360) 902-2200. TDD (360) 902-2207 Main Office Location: Natural Resources Building • 1111 Washington Street SE • Olympia. WA RECEIVED Dear Hydraulic Project Approval Recipient: JUN 0 1 2009 CITY OF RENTON UTILITY SYSTEMS You recently received a Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife (WDFW). I'd like to know how we did in providing service to you and how we might do a better job. Please take a few moments to complete the enclosed comment card. The card is already addressed to my office and stamped; you only need to drop it in the mail. WDFW is responsible for protecting fish and wildlife across the state. Our regulatory authority includes the protection of fish and fish habitat, and we do this through the HPA whenever someone wants to do work in or near the water. Our goal is to help landowners and contractors do this work and at the same time, protect fish and fish habitat. Governor Gregoire has emphasized the need for state employees to be clear, consistent, and timely when responding to the needs of Washington citizens. This has been the goal of WDFW as well. The HPA comment card is one way for me to measure how we are doing in this regard. For that reason, your comments will be very useful and greatly appreciated. Thank you for taking time to complete our survey. Sincerely, *i'pDderson, Interim Director Enclosure Washington Department of FISH and WILDLIFE HYDRAULIC PROJECT APPROVAL RCW 77.55.021 - Appeal Pursuant to Chapter 34.05 RCW Issue Date: May 27, 2009 Project Expiration Date: May 26, 2014 PERMITTEE Renton City of Wastewater Utility ATTENTION: John Hobson 155 Grady Way 5th Floor Renton, WA 98055 425-430-7279 Control Number: FPA/Public Notice #: North Puget Sound 16018 Mill Creek Boulevard Mill Creek, WA 98012-1296 (425) 775-1311 117316-1 N/A AUTHORIZED AGENT OR CONTRACTOR Project Name: Stonegate Lift Station Conveyance Improvements Project Description: Install a sewer conduit by boring under an existing culvert in a tributary to May Creek known as Greene's Creek located at SE 26th St. just west of 148th Ave. SE. PROVISIONS 1. TIMING LIMITATIONS: The project may begin immediately and shall be completed by May 26, 2014. 2. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife entitled, "STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS", dated submitted for permit March 25, 2009, except as modified by this Hydraulic Project Approval. A copy of these plans shall be available on site during construction. 3. Conduit alignment shall be as nearly perpendicular to the stream as possible. 4. The culvert and streambed shall not be disturbed. If the culvert is damaged and flow enters the work area, work activities shall cease and the Area Habitat Biologist (AHB) listed below shall be contacted immediately for additional approval to repair or replace the culvert and finish the project. 5. Equipment used for this project shall be free of external petroleum -based products while working around the stream and wetlands associated with the stream. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriage of equipment prior to its working below the ordinary high water line. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the stream and wetlands associated with the stream. 6. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB. 7. Erosion control methods shall be used to prevent silt -laden water from entering the stream or wetlands associated with the stream. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel -filled burlap bags or other material, Page 1 of 4 ,_i Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 - Appeal Pursuant to Chapter 34.05 RCW Mill Creek, WA 98012-1296 WILDLIFE (425) 775-1311 Issue Date: May 27, 2009 Control Number: 117316-1 Project Expiration Date: May 26, 2014 FPA/Public Notice #: N/A and/or immediate mulching of exposed areas. 8. Prior to starting work, the selected erosion control methods (Provision 7) shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 9. Wastewater from project activities and water removed from within the work area shall be routed to an area landward of the ordinary high water line to allow removal of fine sediment and other contaminants prior to being discharged to the stream or wetlands associated with the stream. 10. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of floodwater in an approved upland disposal site. 11. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment -laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream or wetlands associated with the stream. PROJECT LOCATIONS Location #1 conduit under culvert K START: May 27, 2009 WRIA: Waterbody: 08.0288 �Greene's Creek 114 SEC: I Section: I Township: I Range: I Latitude: RK END: May 26, 2014 Tributary to: May Creek Longitude: NE 1 /4 103 123 N 105 E IN 47.5143 1 W 122.14483 1 King Location #1 Driving Directions APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW (formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s) to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal) that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. Page 2 of 4 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 - Appeal Pursuant to Chapter 34.05 RCW Mill Creek, WA 98012-1296 WILDLIFE (425) 775-1311 Issue Date: May 27, 2009 Control Number: 117316-1 Project Expiration Date: May 26, 2014 FPA/Public Notice #: N/A The person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued pursuant to RCW 77.55.021 (EXCEPT agricultural irrigation, stock watering or bank stabilization projects) or 77.55.141 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The person(s) to whom this Hydraulic Project Approval is issued has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All agricultural irrigation, stock watering or bank stabilization Hydraulic Project Approvals issued pursuant to RCW 77.55.021 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the person(s) to whom this Hydraulic Project Approval is issued: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.301. APPEALS INFORMATION If you wish to appeal the issuance or denial of, or conditions provided in a Hydraulic Project Approval, there are informal and formal appeal processes available. A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.021, 77.55.141, 77.55.181, and 77.55.291: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B) An order imposing civil penalties. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091 and shall be RECEIVED by the Department within 30 days of the denial or issuance of a Hydraulic Project Approval or receipt of an order imposing civil penalties. If agreed to by the aggrieved party, and the aggrieved party is the Hydraulic Project Approval applicant, resolution of the concerns will be facilitated through discussions with the Area Habitat Biologist and his/her supervisor. If resolution is not reached, or the aggrieved party is not the Hydraulic Project Approval applicant, the Habitat Technical Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or his/her designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.021 (EXCEPT agricultural irrigation, stock watering or bank stabilization projects) or 77.55.291: A person who is aggrieved or adversely affected by the following Department actions may request a formal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; (B) An order imposing civil penalties; or (C) Any other'agency action' for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, shall be plainly labeled as'REQUEST FOR FORMAL APPEAL' and shall be RECEIVED DURING OFFICE HOURS by the Department at 600 Capitol Way North, Olympia, Washington 98501-1091, within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.021 (agricultural irrigation, stock watering or bank stabilization only), 77.55.141, 77.55.181, or 77.55.241 A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Page 3 of 4 Washington Department of FISH and WILDLIFE HYDRAULIC PROJECT APPROVAL RCW 77.55.021 - Appeal Pursuant to Chapter 34.05 RCW Issue Date: May 27, 2009 Project Expiration Date: May 26, 2014 Control Number: FPA/Public Notice #: North Puget Sound 16018 Mill Creek Boulevard Mill Creek, WA 98012-1296 (425) 775-1311 117316-1 N/A Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459-6327. D. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO CHAPTER 43.21 L RCW: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The FORMAL APPEAL shall be in accordance with the provisions of Chapter 43.21 L RCW and Chapter 199-08 WAC. The request for FORMAL APPEAL shall be in WRITING to the Environmental and Land Use Hearings Board at Environmental Hearings Office, Environmental and Land Use Hearings Board, 4224 Sixth Avenue SE, Building Two - Rowe Six, P.O. Box 40903, Lacey, Washington 98504; telephone 360/459-6327. E. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS results in forfeiture of all appeal rights. If there is no timely request for an appeal, the department action shall be final and unappealable. ENFORCEMENT: Sergeant Chandler (34) P3 Habitat Biologist for Director Larry Fisher 425-313-5683 �� WDFW CC: Page 4 of 4 PUGET SOUND ENERGY `` POTELCO INC A Quanta Services Company To New Construction Customer: Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions" on file with the Washington Utilities & Transportation Commission provides for PSE to furnish the engineering, design, and construction for all electric line extensions of PSE's distribution system. This agreement confirms that PSE will provide engineering, design, and construction for new electrical service to your project under the terms of Schedule 85 and also summarizes the customer's obligations to pay the cost of engineering and design according to Rate Schedule 85. This agreement letter is to define the engineering and design process and specify charges that may be incurred as a result of customer requested changes or projects that do not proceed to construction. PSE will perform engineering and provide a least -cost design based upon information that is provided on the Application for Service submitted by the customer and/or the customer's agent. Should the customer request changes that result in re -engineering and/or re -design once all necessary information is received and the design process has begun, the customer will be charged a non-refundable re -design fee. The amount of the fee will depend on the scope and magnitude of the requested change. If the customer subsequently cancels the project, PSE may bill the customer for the costs of engineering and design. If PSE does not construct the engineered project within one (1) year following the completion of engineering, the job may be deemed canceled and PSE may bill the customer for the costs of engineering and design. The payments for re -designed or canceled jobs are not refundable. This agreement letter is also to inform you that when the cost of engineering and design, or the cost to provide a cost estimate of engineering and design costs, are anticipated to exceed $500, PSE may require that the cost be paid in advance. Payments made for engineering and design will be considered part of the total payment due for the planned line extension should the project be engineered and constructed in a timely manner. If the payments for engineering and design exceed the total payment due for the line extension, the difference will be refunded. I have read and Projec,'kddress: 7 owner degfignee' id conditions outlined in this agreement, s signature t name Date l; NCO J� 3542 9/2005 PUGET SOUND ENERGY POTED IN( A Quanta Services Company October 10, 2008 Dear New Construction Customer: Your application has been received by Potelco's Clearing Desk. Please view the attached Design Letter, sign and send to your Project Manager (PM) at 8001 S. 212th St, Kent, WA 98032. The PM assigned to your project is Derek Brogger. He can be contacted by phone at 253-395-7053 with any questions or concerns you may have regarding your project. We look forward to working with you. Asta Floria, Clearing Desk King County Road Services Division Utility Inspection Unit Department of Transportation 155 Monroe Avenue Northeast Renton, WA 98056-4199 206-296-8 122 January 28, 2009 City of Renton 1055 South Grady Way Renton, WA 98055 Re: Notification Of Job Completion Dear Franchise Holder: RECEIVED APR 0 9 2009 CITY OF RENTON UTILITY SYSTEMS Please be advised that the road restoration covered under the permit(s) referenced below has passed our inspection. Accordingly, King County agrees to accept these streets for maintenance. This acceptance will not relieve the permittee of any responsibility for damage resulting from this construction. Permit Number Location Project Number S-57-08 SE 102, SE 105,147 AVE SE, 148 AVE SE, SE 104 If you have any questions or concerns, please do not hesitate to give us a call at 206-296-8122. Sincerel , Ryan S. Harris Utility Inspection Manager RH: vd cc: Dorothy Bolar, Permit Technician, Real Estate Services, Department of Executive Services 1_+ t'I'�-JV I Department of Executive Services Real Estate Services Section Right of Way Construction Permit Bldg. King County venue, Room 500 Fourth Avenue, Room 500 King County Seattle, WA 98104-0237 Permits 206.296.7456 Fax 206.296.0196 Job Starts/Inspections 206.296.8122 Permit No. m 5748 Job No. IRTONFf" ATr Tf Environmental Assessment Franchise No. Kroll Page No. Date Section TWP. Range Applicant Address 1..1i1( 01"KLWii)I, f)SS SOUTH GRADY WAY Phone No. ULID No. >~ rt'TON WA 88067 Bond Amo Job Description TO pEREORM TWO BORES Emergency Contact Name: Emergency Contact Phone Number: 147TH AVENUE SE 8 148TH AVENUE SE AT SE 104TH STREET THIS PERMIT IS FOR KING COUNTY RIGHT OF WAY ONLY. GIVE DISTANCE BY STREET OR ROAD WITH AN ON, FROM AND TO DESCRIPTION. ALL WATER MAIN EXTENSIONS MUST HAVE APPROVAL FROM THE FIRE MARSHAL. ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER. ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUNTY ROAD ENGINEER. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH KING COUNTY ROAD STANDARDS. ❑ Required Date Received ❑ Not Required ❑ Existing Assessment ❑ Replacement ❑ Categorically Exempt The undersigned agrees to comply with provisions, conditions and requirements contained in the "Standards of Good Practice for County Road Departments" published by County Road Administration Board. All work to be done in conformity with conditions and requirements of the King County Code 6.27, 13.24 and 14.44, and the petitioner agrees to prosecute with all diligence and speed with due regard for the rights, interests and convenience of the public. If at the end of 6 months, after issuance of permit the grantee shall not have in operation said Utilities, then the rights herein conferred shall cease and terminate, unless specific written provisions are made for a renewal or extension. The undersigned, its successors and assigns, agrees if granted the above permit, to comply with the provisions, conditions, requirements, regulations and recommendations herein contained and as may apply to any utility franchise granted the applicant and under whose provisions same is issued. It will respect and protect all property contracts, persons and rights that might be affected by it. INDEMNITY AND HOLD HARMLESS: The Permittee agrees to indemnity and hold harmless King County as provided herein to the maximum extent possible under law. Accordingly, the Permittee agrees for itself, its successors, and assigns, to defend, indemnify, and hold harmless King County, its appointed and elected officials and employees from and against liability for all claims, demands, suits, and judgments, including cost of defense thereof, for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and privileges granted by this permit. The Permittee's obligations under this permit shall include: (a) Indemnification for such claims whether or not they arise from the sole negligence of either the County or the Permittee, the concurrent negligence of both parties, or the negligence of one or more third parties; (b) The duty to promptly accept tender of defense and provide defense to the County at the Permittee's own expense; (c) Indemnification of claims made by the Permittee's own employees or agents; and (d) Waiver of the Permittee's immunity under the industrial insurance provisions of Title 51 RCW, which waiver has been mutually negotiated by the parties. In the event it is necessary for the County to incur attorney's fees, legal expenses, or other costs to enforce the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Permittee. In the event it is determined that RCW 4.24.115 applies to this permit, the Permittee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted thereunder. Signature of Applicant Application Received 412W2008 Entered Permit Issued 15114•1200P By: Date Permit Clerk This application is granted subject to the requirements and conditions thereof as listed below and on back of page. Permit Fee $ 1 . A King County inspector will be assigned to the project for inspection of road restoration. Costs of inspection applicable to the project will be reimbursed to the County monthly by applicant. Permittee is required to notify King County Department of Transportation at 206.296.8122 between 24 and 72 hours before starting work. Failure to give notice will result in the assessment of a one hour inspection time charge against the permittee. This assessment is in addition to any other remedy available under law or equity which the County may wish to pursue and shall not be construed as an election of remedies by the County. 2. All hard surfaced roads to be jacked or bored. Exceptions will be on a case -by -case basis with the express permission of the King County Department of Transportation. 3. One-way traffic at all times. Signs and traffic control will be in accordance with the manual on uniform traffic control devices for streets and highways. 4. Asphalt to be neat line cut 1 foot back from trench. Restoration as a minimum shall include 6-1/2" of crushed surfacing top course and 2" asphalt Class "B" or replaced to original condition. 5. It is the responsibility of the grantee to notify all utility districts and private property owners when such property is liable to injury or damage through the performance of the above work. Call 1.800.424.5555 48 hours in advance for underground utility location. This instruction does not relieve the grantee from required notification of County inspectors as specified in paragraph 1, above. Approved by Manager Engineer (SEE REVERSE SIDE) 1642 Front (Rev. 4/07) Blue: Original Canary: Billing White: Applicant Pink: City Green: Inspector •�,p=� Directions Regarding Permits Note: Right of way shall mean any Street, Avenue, Alley, Road or Lane Public Place shall mean any Bridge, Trestle, or Wharf. Applicants for permits to occupy County property with utilities, or holders of granted franchise rights, who are planning construction work upon, along, over, under or across any County right of way or public place must file an application with the King County Real Estate Services Section, King County Administration Building, 500 Fourth Avenue, Room 500 A, Seattle, WA 98104-0237. The application shall be accompanied by drawings (in triplicate) drawn to working scale, commonly 50 to 100 feet per inch. It shall describe the nature of the work, and show the location of same on a map, giving names, or numbers, and width of roads and streets. It must also show location of work with reference to platted subdivisions, and section, township and range, and must show the location of work relative to existing utility facilities which may be affected. Review of the application must conform to the County Environmental Policy Act (King County Code 20.44). Applicants shall specify the type of construction in detail by submitting plans which show the class of material and equipment to be used. All such material and equipment shall be of the highest quality. The manner of excavation, filling, construction, installation, erection of temporary structures, traffic turn outs, road obstruction and barricades, shall conform with County standards and shall be approved by the County Engineer in advance of work. Signs and barricades and traffic control in the vicinity of any work shall conform with provisions of "Part VI Manual of Uniform Traffic Control Devices for Streets and Highways." Before the work is accepted for the County by the County Engineer, all of the direct costs and expenses involved in administering said permit must be paid to the County by the applicant. These include labor charges for examination, inspection and supervision of work in progress by field personnel. Any deviation from the proposed plan, resulting in what is commonly known as the "As Built" location must be approved in advance by the County Engineer. Change notice must show "As Built" position relative to grade line and centerline of right of way and any other installations in the right of way. Permit — Terms and Conditions 1. The grantee, its successors and assigns, is given and granted the right and authority to enter upon the right of way or public place for the purpose of performing the work described in this permit and approved by the County Engineer or the Engineer's agent. 2. Before any work commences the site must be inspected by a County Representative and approved by the County Engineer with respect to: a. location e. Mode of operation of the installed facility b. type of construction f. Manner of maintenance of installed facility c. materials and equipment to be installed g. Method of safeguarding public traffic both during working hours and during non -working hours d. manner of erection or construction while the project is under construction 3. After the installation, operation, maintenance, or removal of a utility or facility the grantee shall restore all rights of way and public places to the condition which is equivalent in all respects to the condition they were in before starting work. All work to meet the approval of the County Road Engineer. 4. In the event that any damage of any kind is caused by the grantee in the course of performing work authorized by this permit, the grantee will repair said damage at its sole cost and expense. Repair work shall begin without delay and continue without interruption until completed. If damage is extensive, the time allowed for repair will be prescribed by the County Engineer or the Engineer's agent. 5. The County Engineer, his agents or representatives may at any time, do, order, or have done any and all work considered necessary to restore to a safe condition any area left by the grantee in a condition dangerous to life or property and upon demand the grantee shall pay to the County all costs of such work, materials, etc. 6. When the County deems it advisable to change the alignment or grade of any right of way or public place or structure by widening, grading, regrading, paving, improving, altering or repairing same, the grantee upon written notice by the County Engineer or the Engineer's representatives will at its own sole cost and expense, raise, lower, move, change or reconstruct such installations to conform with the plans of work contemplated or ordered by the County Engineer according to a time schedule contained in the written notice. 7. Penalties up to One Thousand ($1,000) dollars per day may be imposed by the County Engineer, if the grantee delays relocation of facilities beyond the time limits prescribed by the County Engineer. The County Engineer reserves the right to order its own agents or representatives to accomplish the desired change, and all costs of relocation or removal shall be borne by the grantee. 8. All such changes, reconstruction or relocation by the grantee shall be done in such manner as will cause the least interference with any of the County's work. The grantee shall have seventy-two (72) hours written notice by the County Engineer or the Engineer's representatives of any blasting contiguous to the grantee's permit rights in order that it may protect its interests. 9. This grant or privilege shall not be deemed or construed to be an exclusive franchise. It does not prohibit the County from granting other permits or franchise rights of like nature to other public or private utilities, nor shall it prevent the County from using any of its roads, streets, public places for any and all public use, or affect its jurisdiction over all or any part of them. 10. All the provisions, conditions, requirements and regulations herein contained shall be binding upon the successors and assigns of the grantee and all privileges of the grantee shall be given to such successors and assigns as if they were specifically mentioned. 11. The County Road Engineer or Real Estate Services, Section Manager may unilaterally revoke, annul, or terminate, revise or amend this permit without cause and for any reason including, but not limited to: (a) Grantee's failure to comply with any provision, requirement, or regulation herein set forth; (b) Grantee's willful neglect of, or failure to heed or comply with, notices given it; (c) Grantee's facilities are not installed, operated, or maintained in conformity with conditions herein set forth; (d) Grantee's failure to conform to any applicable law or regulation as currently exists or may hereafter be enacted, adopted or amended. 12. Grantee by accepting this permit agrees to obtain information from all utility departments regarding location and current status of their installations before starting work. Private property owners adjoining, or in proximity to the right of way shall be notified when such property is exposed to the possibility of injury or damage through performance of this project. The grantee shall make all advance arrangements necessary to protect such property and/or utility from injury or damage. 13. The issuance of this permit to the grantee does not in any way relieve the grantee of any other applicable law in performing the work subject to this permit. 14. In all hiring or employment made possible resulting from the granting of this permit, there shall be no discrimination against any employee or applicant for employment because of sex, sexual orientation, age, race, color, ancestry, religion, national origin, marital status or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to but not to be limited to the following: employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from the granting of this permit on the ground of sex, sexual orientation, race, color, ancestry, religion, national origin, age (except minimum age and retirement provisions), marital status, parental status, or the presence of any sensory, mental or physical handicap. Any violation of this provision shall be considered a violation of this permit and shall be grounds for cancellation, termination or suspension in whole or in part of the permit by the County and may result in ineligibility for further County permits. The permittee shall make the best efforts to make opportunities for employment and/or contracting services available to women and minority persons. The permittee recognizes that the County has a policy of promoting affirmative action, equal opportunity and has resources available to assist permittee in these efforts. 15. This permit and any underlying franchise does not authorize the cutting of trees with a trunk diameter greater than four (4) inches unless such authorization is specifically granted in writing by King County. 16. If the permittee fails to perform its obligations herein, vacate the premises, remove its facilities, restore the property as required, or comply with any condition or applicable regulation or law, the County shall have, at their option, the right to pursue any remedy or remedies available at law or equity including, but not limited to, the right to proceed under the provisions of Title 59 of the Revised Code of Washington. 1642 Back (Rev. 8/04) CITY OF RENTON Construction Permit Permit Number: U080098 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Work Description: SOIL BORING AT STONEGATE II Job Address: NE 26th ST & LYONS AVE NE Owner: Contractor: HOLOCENE DRILLING INC Contractor License: HOLOCDIO44KH 3719 70TH AVE E, BLDG B Contractor Phone: 253-863-9888 FIFE, WA City License: WD00 98424 Contact: Contact's Phone: �z 4�0 Z L l Other Information: Date of Issue 09/05/2008 Work Order 87031 Date of Expiration Parcel Number Date Finaled Inspector's Name Inspector's Phone It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 425-430-7203 one working day in advance for inspections. Locate utilities before excavating. Call before you dig - 48 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith work is to conform to Renton codes and permit is granted. ordinances. X X 5� 5; GarJr& Applicant Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. ENG01 12/00 bh From: "Brady, Ryan" <rbrady@rothhill. com> To: "David Christensen" <Dchristen@ci.renton.wa.us> Date: 09/04/2008 4:36:26 PM Subject: FW: Stonegate II -Boring Schedule Dave, r t I emailed HWA back and told them I thought Sep 11th would work fine but I wanted to double check with you and make sure there would be no issues from your end (including getting the permit in time). I figured since we are not dealing with King County it should not be a problem but let me know if it is. Looking forward to seeing you tomorrow at the golf tournament. Ryan Ryan Brady, P.E. I Roth Hill Engineering Partners, LLC 2600 116th Avenue N.E., Suite 100 1 Bellevue, WA 98004 Tel. 425.869.9448 / 206.682.7426 1 Fax 425.869.1190 www.rothhill.com <http://www.rothhill.com/> This e-mail message is a privileged and confidential communication and is transmitted for the exclusive use of the addressee. This communication may not be copied or disseminated except as directed by the sender or addressee. If you think that you have received this email message in error, please notify the sender via email or telephone at (800) 835-0292. S Please consider the environment before printing this email From: Steve E. Greene [mailto:SGreene@hwageo.com] Sent: Thursday, September 04, 2008 10:02 AM To: Brady, Ryan Cc: Erik O. Andersen Subject: RE: Stonegate II -Boring Schedule Ryan: Drillers are available on the 11th or 12th, or if that is too soon to get a permit in place, then the 15th through the 17th are available. We _�e are assuming two shallow borings, one on each side of the culvert, max. 20-25 feet deep, with one boring completed as a piezometer. Both borings will be drilled through the roadway pavement. We intend to use Holocene Drilling Inc. of Edgewood, Washington. Regards; Steve Steven E. Greene, L.E.G. Senior Enciineering Geologist/Vice-President HWA GeoSciences Inc. CC: "Waligorski, Erik" <Ewaligorski@rothhill.com> From: "Brady, Ryan" <rbrady@rothhill. com> To: "David Christensen" <Dchristen@ci.renton.wa.us> Date: 04/28/2008 5:04:18 PM Subject: FW: Stonegate II Drilling Dave, The two drilling companies will be: Gregory Drilling for the truck borings (borings #1-7, 10) Davies Drilling for the track rig borings (borings #8,9,11,12) Note: boring #8 is shown as a truck boring in the exploration plan but was switched to a track rig due to the smaller size of the track rig. Once I get the dates of the Field Ave/Summerwind LS borings I will contact Stan Job and let him know. Also, I wanted to let you know that I went out to the boring site at 147th Ave (boring #7) to ensure it was in the ROW (it is according to our maps). Claudia (one of the neighbors I believe you spoke about previously) came out and was asking questions about the project. I was very polite and told her we were still in the investigation stage and explained the soil boring being taken. She talked about several improvements she wanted to have and I explained those issues would have to be brought up with the county/city and that I was not a part of that decision making process. I told her that you have emphasized ensuring the public is involved and made aware of the improvements going in there. She seemed satisfied at the end of our conversation, but did re -iterate that she does not trust the City of Renton. Ryan Ryan Brady I Roth Hill Engineering Partners, LLC 2600 116th Avenue N.E., Suite 100 1 Bellevue, WA 98004 Tel. 425.869.9448 / 206.682.7426 1 Fax 425.869.1190 www.rothhill.com This e-mail message is a privileged and confidential communication and is transmitted for the exclusive use of the addressee. This communication may not be copied or disseminated except as directed by the sender or addressee. If you think that you have received this email message in error, please notify the sender via email or telephone at (800) 835-0292. S Please consider the environment before printing this email CC: "Waligorski, Erik" <Ewaligorski@rothhill.com>, "Brodahl, Erik" <EBrodahl@rothhill.com> 4 Roth Hill Engineering Partners, LLC April 25, 2008 King County Property Services Division 500-A King County Administration Building 500 Fourth Avenue Seattle, WA 98104 Attn: Dorothy Bolar/ Tammy Elmer Real Property Manager RE: Stonegate II Soil Exploration FOR: City of Renton 1055 S Grady Way Renton, WA. 98055 Dear Dorothy/ Tammy: 2600 116th Avenue NE # 100 Bellevue,Washington 98004 Tel 425.869.9448 Fax 425.869.1 190 800,835.0292 RECEIVED APR 2 8 2008 CITY OF RENTON UTILITY SYSTEMS Enclosed for your review and approval are three (3) copies of drawings and a copy of the HWA Geotech report with proposed traffic control plan for the above -referenced project. On behalf of the City of Renton, we hereby apply for a King County Right of Way permit to allow for geotechnical exploration on 147th Ave SE and on 148th Ave SE. There will be one bore hole drilled within King County right-of-way, on 148th Ave SE between SE 102nd St. and SE 105th St and one bore hole drilled at the south end of 147th Ave SE at SE 104th St.; traffic control is not proposed for work within 1471h Ave SE as drilling will be conducted at the road end. Please let me know if you have any questions or need additional information. Thank you. Roth Hill Engineering Partners, LLC EI fean Davis Permit Coordinator, Environmental Specialist cc: Dave Christensen, City of Renton Ryan Brady, file, Roth Hill Engineering Enclosure(s) EMD:emd F:\0015\00018.001\Permit\Apps\kcps 042508 emd Itr geo row req.doc i ` !ell �00 f --BH-7 _ SE 104th St BH-8 i SE 104th St i f i AA GEOSCIENCES INC. `_ � � ,::r,r�i �'. �'Gile?tile'nt Er#gitteerrrr� � fI}•{�r¢ggvlI' • �e��rratr►rre�ieil • iri'cti�n e` ?e3Yiet$ April 25`t', 2008 HWA Project No, 2007-080-21, Task 1200 Roth Hill Engineering Partners, LLC. 2600 116`' Avenue NE, Suite 100 Bellevue, Washington 98004 Attention: Mr. Ryan Brady Subject: SINGLE LANE ROAD CLOSURE OF TWO LANE ROAD 148Tn AVE SE FROM SE 102ND ST TO SE 105TH ST PHASE II-GEOTECHNICAL ENGINEERING SERVICES STONEGATE H SEWER IMPROVEMENTS PROJECT KING COUNTY, WASHINGTON. The k1lowing letter addresses the issues pertaining to a single land road closure of the south bound lane of 148th Ave SE from SE 102" d ST to SE 1050' St in King County, Washington. This traffic control plan was developed using the WSDOT Work Zone Traffic Control Guidelines (January 2006), and the guidelines in section 9.07 of the 2007 King County Road Design and Construction Standards. This boring is being conducted in support of the Stonegate II Sewer Improvement project for the City of Renton. TRAFFIC CONTROL PLAN FOR BORING: HH-8 Site Location and Statistics: 148a' Ave SE from SE 102"d ST to SE 1050' St. The site is a 1250 long foot stretch of two lane road running north south and intersecting with Sunset Boulevard, to the south, as shown in Figure 1. The speed limit is 35 mph and there are no cross$ streets within the site boundary. Scope of Work: The work will consist of drilling one 8" diameter exploratory boring in the outside 'wheel path of the southbound travel lane. The work will be stationary. Duration of Work: It will take approximately 2 to 3 i7io1rs to complete the work. Tentative Date and Hours of Work: Work will occur between 9:00 AM to 3:00 PM. The work has tentatively been scheduled for either Wednesday May 70' 2008 or Thursday May 8th 2008. 19730 - 64th Avenue fit`. Suite 200 Lynn-t-mod, WA 98036.5957 Tel: 425.774,0106 Fax: 425.774.2714 www.hwageo.com April 25, 2008 HWA Project No. 2007-080-21, Task 1200 General Traffic Plan Layout: The single lane road closure will follow all guidelines and regulations set forth by WSDOT traffic plan TCP-6, as shown on Figure 2. Distance calculations: All distance calculations are based on a 35 mph speed limit. Sign spacing- X=350 feet Buffer Data- B= 120 feet Taper/Tangent- will be 30 and 60 feet, respectively 0•0 If you have any questions or require additional information, please contact the undersigned at (425) 774-0106. Sincerely, HWA GEoSCIENCES INC. Daniel Coltrane Geologist Attachnicittv; Steven E. Greene L.G., L.E.G. Senior Engineering Geologist Vice President Figure I ,Site Vicinity Mal) Figure 2 WSDOT Traffic Control Plan TCP-6 I48th Ave SE traffic plan «rite up.doc 2 HWA GeoScienees 1nc.. • • e �, A f 1 .. .y..e•. 'roe.-y"r--� �.._+�.=� • .._...6.-..-a.. �,.i ..... -,.,. �. ti. _ ..._ .. ... �,.„. ' t a y _ �1ef • iS`l �r ; • b , • s w• w • kt .. Y 1 ' ti. .` ". .�`• `;'�� •�. �/' Apy Tailet ,....... • : Site Location: 148t" Ave SE - •h Between SE 102nd St . . and SE 108t" St - F • A�i Uv ••,, , ; � � {� � •� � 'rah ix Approximate Location of Exploratory Boring Map Not to Scale SITE LOCATION MAP FIGURE No. PHASE II GEOTECHNICAL ENGINEERING SERVICES �iYiO I HWAGEOSCIENCES INC. RENTON— STONEGATE II -SEWER IMPROVEMENTS PROJECT No RENTON, WASHINGTON 2007-080 ROAD IN 020-ZA r,•rQ4xA .' � •h I CHANNELIZtNG DEVICE SPACING IFEET) �tE%EEPT FOR FLAGGING REOUIRENENTS) UFH TAPER TANGENT �so E5%30 i#1 4O TB TEE ARE SIGN SPACING = X (FEET) RurolRo*'% 45/55 MR+ SOC+- UrbOn Arlo-ioin A 35/40 Mr'H 350". 141,101 RooZ, RYrol R000. "m ..rraarA 25,30 MPH 200"..- RoSiOonr:04 ArOOS A - ls-1 to ad nl0fa OrA blank on wan0n U.tan1 ntHafwi4tl tkATyrPttln. -• OPTIONAL IF 40 MPH OR LESS WxO-TA "b �.. 'o �. ,..W2C•TB. BE PREPARED �` 0 STOF W20.4 ONE LANE ROAD AHEAD W2Q-I ROAD WORK AH F'K SP-) . C20-2A 20' ' A,z c 6 Rtw LEGEND III SIGN LUGATION - TRIPOD MOUNT co 0 TEMPORARY TRAFFIC CONTROL DEVICES 4 FLAGGING STATION EM PROTECTIVE VEHICLE (WHEN SPE'CIFIF.D IN CONTRACT) ---- EXISTING STOP BAR FUR PILOT CAR OPERATION 714E POL OWING ICN5 5RJAL' REQUIRED TO SUPPLEMNT Q SIGNS SHOWN ON THIS P AM• SR-1 L2O-4 LO' X 6" 36" x,,B" 4 -- R/y.... . '40I CAR STOP . I TDILOw aE WAI1 FOR (ON PILOT CART PILOT CAR ;FOR ROAD APPROACHES AS NEEDED) NOTES 1. FLAGGER STATIONS SMALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. S.. SIGN SEQUENCE I$ THE SAME FOR BOTH DIRECTIONS DF TRAVEL ON THE HIGHWAY. 4, RADIO COMMUNICATION RECOMMENDED BETWEEN FLAGGERS, REOUIREO IF FLAGGERS 00 NOT HAVE CLEAR VISION OF EACH OTHER. TBUFFER DATA BUFFER SPACE B SPCED IMPNI 1 25 30 35 40 45 SO 1 5S LENCTH tt0nI15 RS RO RO 220 iDO 335 FIIOTECTIVE' VEMICLE RDLL_AHEAD 04TAN`CE . VEHICLE. TYPICAL VEMCLE POSTED STATIONARY IYPI, LOADED K ICHT SPEED OP::RA',ON AtlS1 lmpbl 14nnn 4 TARO DUMP TRUCK ZN�OCO 50-% 45 Ts SO 2 TON AR40 T CCK 15.040 50-S5 KS 1T5 -00 oN nRDO TxrcK K1•U40 SOiy rrp-_..' 4 ROLL AHEAD STOPPNC DISTANCE ASSUMES DRY PAVEMENT, Y 0. >i .eos uwhi� C i it 3/DrVAt f.� IxPdrtS NCytNICP 23. Fw- ALTERNATING ONE-WAY TRAFFIC FLAGGLR CONTROLLED OR PILOT CAR CONTROLLED STANDARD PLAN K-3 SHEET T or T SHEET A➢PROV[D FOR PUOLICATTONT Harold J. P¢farf4eso 12-2"2 All m-v..wrr.-.m+-r-annw .mn-... T x-. lv - An- P"—a WSDOT TRAFFIC CONTROL PLAN TCP-6 ICURE NO, PHASE II GEOTECHNICAL ENGINEERING SERVICES U HWAGEOSCIENCES 1W. RENTON — STONEGATE it -SEWER IMPROVEMENTS PROJECT NO RENTON, WASHINGTON 2007-M �R01,4 WORK; ij` G20-2A ROADMORK' C20.2A I PREP 0 ONE LANE'. ROAD r"ROAp AHEAD WORK20-4 AHEAD W20-1 CHASNEL17tNG DEVICE SPACING (FEET)I (EXCEPT FOR FLAGGING REOUIREMENTS) !AFH �-- y TAPER TANGENT 50;65 40 e0 35145 30 60 2S/30 7D ! 4D Iz- W20- 74 ••W20-78 SIGN SPACING = X (FEET) Rvrafft0ds 45/55 MPH ;OC,, urcon Artc-lal5 R 35/40 MRH 350'� R,ar at Roods RvrclROedr' Uroan Streol- 25/30 MPH 200'-- Ro:;dcn?ICI Areas $ Du8lnesS D15trIciG All stpns cro Waco on oron0e Vnle�; a?hervl;:e oc:;T tale C. I `�. -+ OPTIONAL IF 40 MPH OR LESS W20- T A ••W20-78 o,\ i BE \ PREPAREDAl zo-4 TO STOP MORE L ROAD AHEAD W20-1 ROAD T kIORK R11EAD,' IROaO WORK! STQp SP i C20-2A WA#7 FOR 20'4 V C16" PILOT CAR R/w USE THIS SIGN IF NO FLACCERS ARE ON DUTY. LEGEND V SIGN LOCATION - TRIPOD MOUNT el a13 TEMPORARY TRAFFIC CONTROL DEVICES 44 FLAGGING STATION PROTECTIVE VEHICLE IV.1.1 N SPECIFIED IN CONTRACT) ---- EXISTING STOP BAR "I� HWAGEOSCIENCES INC. FUR PILOT CAR OPERAFIJNS TPE FOLLOWING SIGNS SHALL uE I REOUIREO TO SUPPLEMENT THE SIGNS SHOWN ON THIS PLAN. C20-4 2'0" 36" X I8- 4" C R/tiI PUI CAR STGP FOLLOW '.IE l kAl i FOB I (ON PILOT CAP.) PILCT CAR :FOR ROAD APPROACHES AS NEEDED) NOTES I. FLAGGER STATIONS SHALL BE ILLUMINATED DU'RINC HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SIGN SEQUENCE IS THE SAME FOR BOTH OIREC-IONS OF TRAVEL. ON THE HIGHWAY. 4. RADIO COMMUNICATION RECONPAENOED BETWEEN FLAGGF-RS. REQUIRD IF FLAGGERS OO NOT HAVE CLEAR YiSIUN OF r..ALH t)j" BUFFER DATA BUFFER SPACE = B SPEED tVPlu 25 30 1 35 4G 45 6U 55 LENGTH I�er•1U� 55 RS l20 ITp 220 20�0 335 PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R VEHICLE IYPE TYPICAL VEHICLE! LOADED WEIGHT tL Lis) POSTED SPCED (mpty i STATIONARY OP;RATlON (feet) A FARO OE)dP TRUCK 2<.00O 5C TS � AS 45 �50 2 TON CARGO iRJCK 15.000 i 50-55 t00 45 75 1 TON CARGO TRUCK IU•OOC 50-55 1 ISO 45 too RDLL AHEAD STOPPING DISTANCE ASSURES DRY PAVEMENT. LxPitic NovLurs�R 23. 2ocs ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED OR PILOT CAR CONTROLLED STAIJMRD PLAN R-3 SH Mt 1 OF i SHEET APPROV=- FOR PUBLICATION Harold J. Peterfeso 12-20-02 —p��-- a.e.......,.m..,.a..n.�.,+o.dnbrwr+'ialw.ic,sa.,..,.. w.0 swmw m.rtunwruarv+wwatinf(gl�:tbjM'�wvrnvesc � WwW+,pbn 9.M D.ponmr..l rrmgpa,xion ww.caxir. vF DOT TRAFFIC CONTROL PLAN TCP-6 PHASE 11 GEOTECHNICAL ENGINEERING SERVICES RENTON - STONEGATE 11-SEWER IMPROVEMENTS RENTON, WASHINGTON NO. PROJECT NO. 2007-080 hit.-nweay �sas 10 80res rp ii, rr.e no LIM: "IOU yvrai a• ... With ttae S :, al" trr sc :x 3; twp 23 r, e w rfl subj to wtg for *400 due Jen —1933, B' int, "ch the rurehr esnumoa a,rdnorees to AaY G W Upper el kmmal, Upper sl kow ri Mar P4 1930 by G W Upper and Lmcna 1, Upper, hwl :ef R 1t w; ites n p for wn res at s n s ul 1933 mail op 423 lot no u P1dMay► 2B 1930 1-40 udU77ht' Apr 27 1930 +10 and o ti► C � 6� i lasso Baroh snd Sarah.tiarnh hwf, of 8, wn, to ADtonetti tzz:ello and lilak Pizzello hh `- ` 1p oy anOver to s i'e f'ol.g reest in kow; that portn of Jut 11 blk 1 plat of JacksonSt acid to the as ac;c :g to plat reodd in vol 2 o3 p1.H;.& j�zos of 3d co d f; com at the intersection of the no margin of I:'ain st with tnd east margin oi` 23d eve so as now laid out and oetab by the on, th no ai ad east margin of 25d eve so 20 .76 ft to ;hs true pt of beg; th so BV deg 2'3'30" cost 100 ft; th no pl!. to ad east margin of 25d eve so 417.85 ft m or 1 tc thene cor of'ad lot 1.1; th vast el the no 11 of sd lot 11 100 f t to the nwo r• of ed lot 11; Sh so a) the east, margin of 23d eve so 43,93 f% m or 1 Io pt of beg Shia cyaz.00 iy and subj to mtg in the sum of 43000 and by Iaaao Baroh and Sarah BerDh twf, to 'he Washington butual Savings Banc[ Ss@ttlen Wash v its to mark John P Ga lle ghez :d Geneet Iseso Baroh sl Sarah X Baroh her mmrk kttw o April 27 1930 by Iseao Barotl and Sarah t�srolt hwf, bef John P Gallagher a p for wn res at s n :3:•ar 3 1932 fld by sp 120 23d so J kiesement ficlt}!ay► 28 1930 1-43 2607789 upy. 20 1930 1 Pauline goGowin i'nj1y Pauline Peterson a widraw o to Puget Sovuid Power Light Company a Mass Corp -- am as 2452404 --- sngl line of Oleo - -- ,�Fq of t helve: of. gee 3 twp 23 1 r 5 a w m less portn 6 f; begat s pt 4so ft east of the nw cor of the A of the ivl; g of seo 3 twp 23 n r 5 e w m; rg th West al the no hdry It of ad as* ea dirt of 4.830 ft to ad nw cor L)f theEEIII of theNkk,' of ad seo 3• th dL.a so and pil wit" tuA east bdry li of::d seo, -di st of 53b ft; th dues east and pll xith the no bdry li ofBd 1'ee, a diet of 330 ft; fih ne1y to the t of beg otg 4.92 +iores end less roHd ttae ederster line o ed transmission end distributt)n It to be too Hs fols; beg et the se cor ofed NE of the IE;j of sea 3; th no 0 deg 18' east 533 ft; th on au angle _f (37 r1e9 :,Sri► to the left 33 ft m 1 to i.ae west w-rgin of co, road r+oh is the true pt of beg; to eantinuing on same bey ring: 1000 ft mer 1 to the west It 3f a ;07o des p ty to a th w 1S;h the right o t al ! times -- am as Porn tm s:',Rs Pauline iaulowi.n Knw 2ii 1930 by Pan ino Mo0.7t+in f r.ily Paulinn Patterson a wtii ,wf bef jI.4rard Y T;iwi-ng, n p i or tin levy nt a n sFeb 3- 19 mr -1 ap (FG1 j y' . y .;•aae:acnt f1d MAtr 60 Iv Es I0-29 1:4n24J4 � Dec 19 1997 yI � c :atc of Jaacy eat;_,ett, aead, � to 2uget :round Power a Li,. ht t,um;,; ny, a rrs. c } fo ay and grant to the Ertee, its aiica aria :,he ,06i;t, u::iv1 s &ndautaty to construct, great, alter, imo.ove, rc::r'r, op- :-•te, and maintain Ln electric tranemisslo;, :_na ;:Istria t' n lire:, a d wonaisting of a onr,I line of poles,•' w ith neonasr,ry I.rfiaeti, ; u.YR ox:d rznabora ur;d to 1Rce u r uruus,,cnc' fr such olies iron , i ,., , p pp p n�,iec._a, dlatrsoution Lind signal+sree, inaul,tara, ai*b©s err tr,r.c?ormara ` and other necess or a:nvenient app rtenanaes, acros , mover ei:d 7AP04 ' the folg lsn4and proms in :.4w ?t!! the T?;:'i of the _`EE of seula, twp l n r 4 ea,;t tv m lyi.nC cost of "d t?.r3 county road; JF�tri the center li ofsd trear,sia4tivlon t+d distribution line to ba 5�31 log ae 'fa Is" as now loeated, ateked out _r.d ectsb tic cs�, v'v�: and upon / tha above des tt;. �^ / w` to�.eth with the right at all t i•,ec tt; the Lrtee, tts su•Ge ash -' a, af.ingvess to or egreea from ad lr.rtda across adjacent lands of the graistorr for the pure of construct'ng, reocnstruetin&, j a; repairing, renewing, altering; atiangin&, patrolling, :;nd -4pa,ating 64 line, rind the right at any t.• to rem;;va A' polca I' wires and appi;rtenailaea fr ad lands ht to the its suaa or a, at all tl.mes ;.'Out, all alh.er, Lod trim all trace atandiz:g or gross ; 4rP on a¢adtc4ie4 ;t•n!,thi opinion oftr,a grtee, c:;nstitute ame der r to sic! line; a i /The brantar, hrs, suac or a, c:.;Vt iArces t at he Wi I r, t do ;iny blasting or diaoh anyl w; Lh'n a list of 3 ".,. ft of ,:" 1 _-a wi'thdrat giver ng _ _ .. sea in writl to '` i to Sues r .A, of tntor,t:ici_ 6_ ,rbe rigut.s,. mopi,tic,, priv: s bn a autht hby gr&-ated aPIC , a t inner irea d: until eua,h ail al l i; P.., reeo ve s a p o l e s or lda�11 o#Iz :.t ere r er sahn:.a ah :kq. tile, privls ndall. 7 raucett, deed ..�,. �' wr � 'by �;? �dine Bodge, adcz 0 19 1%2T I)�c 1Jen d e uduiz of the at ." Tamers _11m at.t, .deed, beif tt J s, p forwn res at TadalNt Oat l:4 1929 Qii.lap i . t ' hastsmen•t fid Herr 30 1928 lU/ n 248 suoi:t, iak Barb<.raSautt, } , _ordrew:d Jarstad, 4A i^`� K�crsti :brand, hid, ''.�'► <`. l a �i: ea o or I to I3W% nouns! Posor o sas a s 404 above --- eng tL0111 the south lb} ft of the north 3au 'i ,a„t the U141, of thin, 3E, twp 21 it r 4 east w A. ; alco tot. the ne coo•: I I all the B•�, _of the stt{ of the nW,� or ro Up El n h Nast 16.6 ft; th north 4A des 'tast_% a a Pt on eater . ! t. p rth of beg; tt south to bei;; "" the pan Li ofed tranamiss'^n and dlw.�r'b�:.lon if tc -,Is; as now staked out, Ian and eatab across, ov<•r ar>2 ,ove des tt; togeth with :he ri.kht -- tal form to sirs -oott tndrsw k Joratad ' t Barbaro 000tt Kjorsti Jarstad ' on Jul 29 19i7 by : L Sant t and barbarR :;aot , ��J r sod iitarnti Jaratau, hwf. tiOf � J jfaew y P zt rsavnta n s ')at 13 1929 ma'1 sp RothHill LETTER OF TRANSMITTAL To. Washington Dept. of Fish and Wildlife 1775 12th Ave. NW Suite 201 Issaquah, WA 98027 Attn: Larry Fisher RECEIVED MAY 2 6 2009 Please find: ® Herewith CITY OF RENTON via: UPS UTILITYS`FSTEMS Attn: Jaime Bales Roth Hill Engineering Partners, Inc. 2600 116th Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 Date: May 21, 2009 Client: City of Renton Project No: 0015.00018 Subject: HPA Application COPIES DATE NO. DESCRIPTION 3 4 JARPA Form for HPA 1 16 SEPA with DNS 2 11 x 17 Plan Sets THESE ARE TRANSMITTED as checked below: ❑ As requested ❑ For your file ❑ Approved as noted ❑ For review and comment ❑ For your information ❑ Returned for corrections ® For review and approval ❑ Approved as submitted ❑ Resubmit copies REMARKS: Larry, If you have any questions or require additional information, please contact me at (425) 869- 9448, extension 148. Thank you. COPIES: COR, RWB, EJW, file SIGNED: F\0015\00018001\DESIGN#28245\Permit\Corresp\Ngency\wdfw032509emdHPA /Ellean Moreno -Davis trans doc 4 1<,L.NI � t Y ONI l JARPA FORM LAST I PDA VLD: March 19, 2007 Agency Reterencc = O Date Recened l'uculated b> (local gomt of agency r Protect Tracking Numbei Washington State JOINT AQUATIC RESOURCES PERMIT APPLICATION (JARPA) Form Step 1: Get Ready Step 2: Complete Form Step 3: Check Work Step 4: Copy and Send In Go to \vvc\t.epermittina.or<L, Use black ink. Use internet "Help" Use final rep ievN See JARPA Contacts at I'm correct form and Check correct buttons to ans\aer checklist at \t\c\\.epermittine.ore for instructions. permit boxes. questions completeh. \v\N\N.epermittine.oru. correct mailing addresses. ❑ Fish Habitat Enhancement Projects per RCW 77.55.181. You must submit copy of completed JARPA form and Fish Habitat Enhancement JARPA Addition to your Local Government Planning Dep't and WA Dep't of Fish and Wildlife (WDFW) Area Habitat Biologist on same day. Note for Local Governments: You must submit comments to WDFW within 15 working days. 4 Based on instructions at www.epermitting.org, I am sending copies of this application to the following: (check all that apply) ❑Local Government for Shoreline: (]Substantial Development ❑Conditional Use FlVariance ❑Exemption []Revision nFloodplain Management []Critical Areas Ordinance ©Washington Department of Fish and Wildlife for Hydraulic Project Approval (Submit 2 copies to WDFW Region) ❑Washington Department of Ecology for 401 Water Quality Certification (to Regional Office -Federal Permit Unit) ❑Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification ❑Corps of Engineers for: nSection 404 permit nSection 10 permit ❑Coast Guard for: 1--]General Bridge Act Permit ❑Private Aids to Navigation (for non -bridge projects) ❑For Department of Transportation projects only: This project will be designed to meet conditions of the most current Ecology/Department of Transportation Water Quality Implementing Agreement PROJECT TITLE: Stone ate Lift Station Conveyance Improvements PROJECT DESCRIPTION: Construction of new 8" PVC sewer pipe with associated appurtenance, to be bored under a tributary of May Creek, within NE 26"' Street right of way SECTION A -Use for all permits covered by this application. Be sure to ALSO complete Section C (Signature Block) for all permit applications. 1. APPLICANT City of Renton MAILING ADDRESS 1055 South Grady Way, Renton, WA. 98055 WORK PHONE E-MAIL ADDRESS HOME PHONE FAX # 425-430- 7212 dchristen@renton.wa.gov 425-430-7214 If an agent is acting for the applicant during the permit process, complete #2. Be sure agent signs Section C (Signature Block) for all permit applications M3 2. AUTHORIZED AGENT Roth Hill Engineering MAILING ADDRESS 2600 — 116"' Ave NE, Suite 100 WORK PHONE E-MAIL ADDRESS HOME PHONE 425-869-1190 425-869-9448 edavis rothhill.com 3. Relationship of applicant to property: ❑x OWNER ❑ PURCHASER ❑ LESSEE 4. Name, address and phone number of property owner(s) if other than applicant: City of Renton right of way NE 26t" St. 5. Location (street address, including city, county and zip code, where proposed activity exists or will occur) NE 26t" St at 148"' Ave SE, at approximately 5512 NE 261" St., Renton, WA. 98059 Local government with jurisdiction (city or county) City of Renton Q Waterbody you are working in Unnamed tributary �.�° '' Tributary of M2 WRIA # m Is this waterbody on the 303(d) List ❑ YES 0 NO May Creek 9 ice' Shoreline designation Does not apply If YES, what parameter(s)? m Zoning designation residential Y. Section Section Township Range Government Lot NE 3 23 5 m DNR stream type if known unknown Latitude and Longitude: 47.5143,-122.14483 Tax Parcel Number NA Office of Regulatory Assistance, JARPA JARPA FORM LAST UPDATED: March 19, 2007 For help call 800-917-0043 or visit www.epermitting.org 1 LLB 6. Describe (a) the current use of the property, (b) structures existing on the property, and (c) existing environmental conlitions. Have you completed any portion of the proposed activity on this property? ❑ YES E] NO For any portion of the proposed activity already completed on this property, indicate month and year of completion. Project site is existing road prism. The only structure on site is the culvert that carries the unnamed tributary of May Creek under NE 26th St. M Is the property agricultural land? ❑ YES NO Are you a USDA program participant? ❑ YES Q NO 7a. Describe the proposed work that needs aquatic permits: Complete plans and specifications should be provided for all work waterward of the ordinary high water mark or line, including types of equipment to be used. If applying for a shoreline permit, describe all work within and beyond 200 feet of the ordinary high water mark. If you have provided attached materials to describe your project, you still must summarize the proposed work here. Attach a separate sheet if additional space is needed. Construction of 8-inch PVC sewer forcemain which will connect to the proposed lift station located at NE 26th St and 148" Ave SE. The proposed pipe will cross under the unnamed tributary, which crosses NE 26th Street via a metal culvert. The pipe will be bored under the culvert as shown on sheet 14 of the plans. PREPARATION OF DRAWINGS: See sample drawings and guidance for completing the drawings ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE: Applicants are encouraged to submit photographs of the project site, but these DO NOT substitute for drawings. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-112 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES. 7b. Describe the purpose of the proposed work and why you want or need to perform it at the site. Please explain any specific needs that have influenced the design. The proposed pipe is being constructed in conjunction with construction of a new lift station which will upsize and upgrade the existing system to allow for increased capacity, necessary to meet flow demands and allow an adjacent lift station to be taken out of service. 7c. Describe the potential impacts to characteristic uses of the water body. These uses may include fish and aquatic life, water quality, water supply, recreation and aesthetics. Identify proposed actions to avoid, minimize, and mitigate detrimental impacts and provide proper protection of fish and aquatic life. Identify which guidance documents you have used. Attach a separate sheet if additional space is needed. Impacts to the unnamed tributary are not anticipated; the 8-inch forcemain will be bored under the culvert that carries the tributary under the road and construction will take place entirely within the road prism. The critical areas report prepared by ESA Adolfson states that "... salmonid presence is unlikely.." in the project vicinity. See report included with this application; page 7. 7d. For in -water construction work, will your project be in compliance with the State of Washington water quality standards for turbidity (WAC 173-201A-410)? ❑ YES ❑ NO 8. Will the project be constructed in stages? ❑ YES NO Proposed starting date:08/2009 Estimated duration of activity: 120 Days 9. Check if any temporary or permanent structures will be placed: ❑ Waterward of the ordinary high water mark or line for fresh or tidal waters AND/OR ❑ Waterward of the mean higher high water for tidal waters? Q 10. Will fill material (rock, fill, bulkhead, or other material) be placed: No ❑ Waterward of the ordinary high water mark or line for fresh waters? If YES, VOLUME (cubic yards) / AREA (acres) ❑ Waterward of the mean higher high water for tidal waters? If YES, VOLUME (cubic yards) / AREA (acres) Office of Regulatory Assistance, JARPA JARPA FORM LAST UPDATED: March 19, 2007 For help call 800-917-0043 or visit www.epermitting.orq 2 . 1. Wit material be placed in wetlands? ❑ YES xQ NO If YES: A. Impacted area in acres: B. Has a delineation been completed? If YES, please submit with application. 0 YES ❑ NO i f ''': C. Has a wetland report been prepared? If YES, please submit with application YES ❑ NO iD. Type and composition of fill material (e.g., sand, etc.) None i`';J- E. Material source: NA F. List all soil series (type of soil) located at the project site, and indicate if they are on the county's list of hydric soils. Soils information can be obtained from the natural Resources Conservation Service (NRCS). Ragnar-Indianola association G. WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑ YES x0 NO If YES, IMPACTED AREA IS ACRES OF DRAINED WETLANDS. NOTE: If your project will impact greater than 1/10 of an acre of wetland, submit a mitigation plan to the Corps and Ecology for approval along with the JARPA form. NOTE: A 401 water quality certification may be required from Ecology in addition to an approved mitigation plan if your project wetland impacts are greater than 1/10 acre in size. Please submit the JARPA form and mitigation plan to Ecology for 401 certification review. t"' 12. Stormwater Compliance: This project is (or will be) designed to meet ecology's most current stormwater manual, or an Ecology approved local stormwater manual. 0 YES xx NO If YES — Which manual will your project be designed to meet? NA If NO — For Clean Water Act Section 401 and 404 permits only — Please submit to Ecology for approval, along with this JARPA application, documentation that demonstrates the stormwater runoff from your project or activity will comply with the water quality standards, WAC 173-201 A f. 13. Will excavation or dredging be required in water or wetlands? ❑ YES rx NO If YES: A. Volume: (cubic yards) /area (acre) B. Composition of material to be removed: C. Disposal site for excavated material: D. Method of dredging. 14. Has the State Environmental Policy Act (SEPA) been completed Q YES NO SEPA Lead Agency: City of Renton SEPA Decision: DNS, MDNS, EIS, Adoption, Exemption 5/18/2009 Decision Date (end of comment period) 6/5/2009 SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION ; r 15. List other Applications, approvals or certifications from other federal, state or local agencies for any structures, construction discharges or other activities described in the application (i.e. preliminary plat approval, health district approval, building permit, SEPA review, federal energy regulatory commission license (FERC), Forest practices application, etc.). Also, indicate whether work has been completed and indicate all existing work on drawings. NOTE: For use with Corps Nationwide Permits, identify whether your project has or will need an NPDES permit for discharging wastewater and/or stormwater. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION DATE OF APPLICATION DATE APPROVED COMPLETED? NO NPDES WSDOE March 25, 2009 No Building Permit City of Renton Na No Has any agency denied approval for the activity you're applying for or for any activity directly related to the activity described herein? ❑ YES �x NO If YES, explain: SECTION( B - Use for Shoreline and Corps of Engineers permits only: ` 17a. Total cost of project. This means the fair market value of the project, including materials, labor, machine rentals, etc. 17b. If a project or any portion of a project receives funding from a federal agency, that agency is responsible for ESA consultation. Please indicate if you will receive federal funds and what federal agency is providing those funds. FEDERAL FUNDING ❑ YES ❑ NO If YES, please list the federal agency. M d1 ' 18. Local government with jurisdiction: 19. Provide names, addresses and telephone numbers of adjoining property owners, lessees, etc. Please note: Shoreline Management Compliance may require additional notice - consult your local government. NAME ADDRESS PHONE NUMBER SECTION C - This section MUST be completed for any permit covered by this application Mal' 20. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief, such information is true, complete, and accurate. I further certify that I possess the authority to undertake the proposed activities. I hereby grant to the agencies to which this application is made, the right to enter the above -described location to inspect the proposed, in -progress or completed work. I agree to start work ONLY after all necessary permits have been received. DATE SIGNATURE OF APP ANT DATE V )z 3)Z & Vg - SIGNATURE OF A H IZED AGENT I HEREBY DESIG ATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATI N FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER (EXCEPT PUBLIC ENTITY LANDOWNERS, E.G. DNR) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT, IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0 §1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than 5 years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain, floodway, delta, type of beach, such as accretion, erosion, high bank, low bank, or dike, material such as sand, gravel, mud. clay. Office of Regulatory Assistance, JARPA JARPA FORM LAST UPDATED: March 19, 2007 For help call 800-917-0043 or visit www.epermitting.org 4 rock. riprap, and extent and type of bulkheading, if any) B. In the AVent that any of the proposed buildings or structures will exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and number of residential units, existing and potential, that will have an obstructed view: C. If the application involves a conditional use or variance, set forth in full that portion of the master program which provides that the proposed use may be a conditional use, or; in the case of a variance, from which the variance is being sought are Equal Opportunity and Affirmative Action employers. For special accommodation needs, please contact the appropriate agency in the instructions Office of Regulatory Assistance, JARPA JARPA FORM LAST UPDATED: March 19 2007 For help call 800-917-0043 or visit www.er)ermitting.org 5 CITY OF RENTON DETERMINATION OF NON -SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA09-049, ECF APPLICANT: City of Renton, Utility Systems PROJECT NAME: Stonegate Lift Station DESCRIPTION OF PROPOSAL: Applicant is requesting SEPA review for the Stonegate Lift Station located at 5610 NE 26th Street and approximately 1,000 linear feet of 12 and 15-inch sanitary sewer pipe and 4,900 linear feet of 8-inch sanitary sewer pipe in the rights -of -way of NE Sunset Blvd, NE 26th St, Lyons Ave NE, NE 22nd Ct, NE 20th St, and Field Ave NE. The above ground portion of the lift station is approximately 240 sq ft. The existing lift station is proposed to be removed. Access would be off 148th Ave SE. The project is located near two wetlands (Wetland A and Wetland B) and two streams. Wetland A is connected to May Creek and is classified as a Category 1; Wetland B is a Category 3. As such, the applicant provided a Critical Areas Report and a Geotechnical Report. The applicant does not propose to remove any trees as a part of this project. LOCATION OF PROPOSAL: 5610 NE 26th Street LEAD AGENCY: The City of Renton Department of Community & Economic Development Planning Division The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of' Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on June 5, 2009. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: May 22, 2009 May 18, 2009 SIGNATURES: Gregg Zi rm ,Administrator Date I. David Daniels, Administrator Date Public ors Fire & Emergency Services Terry Higashiyama, Administrator Community Services 5) Ion Date JAM 4 A a L � I zi s(V461 Alix Pietsih, Ad inistrator Department of Community & Economic Development Date PLANNING DIVISION ENVIRONMENTAL CHECKLIST City of Renton Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. FA0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 1 - 02/08 A. BACKGROUND 1. Name of proposed project, if applicable: STONEGATE II LIFT STATION AND CONVEYANCE IMPROVEMENTS 2. Name of applicant: CITY OF RENTON 3. Address and phone number of applicant and contact person: 1055 S GRADY WAY RENTON, WASHINGTON 98058 425-430-7200 VANESSA DOLBEE, ASSOCIATE PLANNER 4. Date checklist prepared: MARCH 23, 2008 5. Agency requesting checklist CITY OF RENTON 1055 S. GRADY WAY RENTON, WA. 98057 WASHINGTON STATE DEPT. OF ECOLOGY ENVIRONMENTAL REVIEW PO Box 47703 OLYMPIA WA 98504-7703 ATTN: MS. BARBARA RITCHIE WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE 1775 12TH AVE. NW SUITE 201 ISSAQUAH, WA 98027 ATTN: LARRY FISHER 6. Proposed timing or schedule (including phasing, if applicable): SUMMER/ FALL 2009 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A DRAFT CRITICAL AREAS REPORT, PREPARED BY ESA ADOLFSON, MAY 2008 HWA GEOSCIENCES WILL BE PREPARING A GEOTECHNICAL REPORT FOR THE LIFT STATION SITE 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NONE KNOWN F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 2 - 02/08 10. List any governmental approvals or permits that will be needed for your proposal, if known. CITY OF RENTON BUILDING PERMIT CITY OF RENTON RIGHT OF WAY PERMIT CITY OF RENTON GRADING PERMIT WASHINGTON DEPARTMENT OF FISH AND WILDLIFE HYDRAULIC PROJECT APPROVAL WASHINGTON DEPARTMENT OF ECOLOGY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. THE PROPOSED NEW FORCE MAIN WOULD BE CONSTRUCTED BETWEEN THE EXISTING GRAVITY SEWER SYSTEM ALONG FIELD AVE NE AND THE PROPOSED NEW STONEGATE LIFT STATION WITH APPROXIMATELY 4,900 FEET OF 8-INCH DIAMETER PVC FORCE MAIN ALONG WITH APPROXIMATELY 370 FEET OF 8-INCH DIAMETER HDPE PIPE. IN ADDITION APPROXIMATELY 1,000 LINEAL FEET OF 12-INCH AND 15-INCH DIAMETER GRAVITY SEWER PIPE ALONG FIELD AVE WILL BE INSTALLED TO REPLACE THE EXISTING SMALLER DIAMETER PIPE. THE CONSTRUCTION WILL ALSO INCLUDE A NEW SEWAGE LIFT STATION TO REPLACE THE EXISTING LIFT STATION AT STONEGATE. THE NEW LIFT STATION WILL INCLUDE A CONTROL BUILDING, OVERFLOW STORAGE, WET WELL, VALVE VAULT, AND GENERATOR. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. THE NEW LIFT STATION WILL BE LOCATED AT THE SAME RELATIVE LOCATION AS THE EXISTING LIFT STATION SITE LOCATED WITHIN PARCEL NUMBER 803540-0580, AT THE NORTHWEST CORNER OF NE 26TH STREET AND 148TH AVE SE, IN KING COUNTY, WASHINGTON. NEW SEWER FORCE MAINS WILL BEGIN JUST WEST OF THE INTERSECTION OF NE 26TH ST AND 148TH AVE SE AND CONTINUES SOUTH WESTERLY TO THE INTERSECTION OF FIELD AVE NE AND NE SUNSET BLVD. NEW GRAVITY LINES ARE ALONG NE SUNSET BLVD.', REFERENCE VICINITY MAP. F:\0015\00018.001 \DESIGN #28245\Perm MS EPA\S EPA chklst 052208 emd.doc - 3 - 02/08 B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, ROLLING, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope?) APPROXIMATELY 15 PERCENT AT THE NORTHWEST CORNER OF THE PROPOSED LIFT STATION PROPERTY GRADUALLY SLOPING TO MAY CREEK C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. BELLINGHAM SILT LOAM AND RAGNAR-INDIANOLA ASSOCIATION d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. M e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. WHERE POSSIBLE, EXCAVATED NATIVE MATERIAL WILL BE USED AS BACKFILL. IMPORTED AND APPROVED CRUSHED GRAVEL OR FOUNDATION ROCK MAY BE UTILIZED WHEN NECESSARY TO SUPPORT NEW FACILITY STRUCTURES. ALL EXCAVATED MATERIALS NOT UTILIZED AS BACKFILL, AS WELL AS DISPLACED MATERIALS RESULTING FROM TRENCHING ACTIVITIES, WILL BE EXPORTED TO AN APPROVED DISPOSAL SITE PROVIDED BY THE CONTRACTOR. THE PROPOSED STONEGATE LIFT STATION WILL INCLUDE APPROXIMATELY 1100 CUBIC YARDS OF EXCAVATION FOR THE PROPOSED FACILITIES. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. THE POTENTIAL EXISTS FOR THE MIGRATION OF SOILS AS A RESULT OF TRENCHING ACTIVITIES, CLEARING, AND/OR OTHER RELATED CONSTRUCTION ACTIVITIES. ALL EXPOSED SOIL SURFACES WILL BE SUBJECT TO EROSIVE FORCES DURING CONSTRUCTION AND BEFORE RESTORATION EFFORTS HAVE BEEN ESTABLISHED. A TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN WILL BE PREPARED FOR THIS PROPOSAL BASED ON THE GEOTECHNICAL REPORT AND CITY OF RENTON REQUIREMENTS. THE PLAN WILL LIMIT EROSION POTENTIALS AND IMPACTS TO ADJACENT PROPERTIES AND NATURAL FEATURES. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? THE CONSTRUCTION OF THE PROPOSED LIFT STATION WILL ADD APPROXIMATELY 1000 SQUARE FEET OF NEW IMPERVIOUS SURFACE. THE PROPOSED SEWER PIPE CONSTRUCTION WILL NOT ADD ADDITIONAL IMPERVIOUS SURFACE. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN WILL BE PREPARED FOR THIS PROJECT TO INCLUDE THE INSTALLATION OF DRAINAGE STRUCTURE PROTECTION DEVICES, FABRIC FILTERS, SEDIMENTATION CONTROUDEWATERING FACILITIES, DEWATERING SPLASH PADS, F:\0015\00018.001 \DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 4 - 02/08 STABILIZED CONSTRUCTION ENTRANCES, CHECK DAMS AND TRENCHLESS INSTALLATION METHODS. ALL OTHER TRENCH AND EXCAVATION WIDTHS AND DEPTHS WILL BE KEPT TO A MINIMUM DURING CONSTRUCTION. IMMEDIATE BACKFILL OF TRENCHES, ALONG WITH TIMELY RESTORATION, WILL FURTHER REDUCE EROSION POTENTIAL. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. DUST AND ENGINE EMISSIONS FROM CONSTRUCTION EQUIPMENT WILL BE PRESENT DURING CONSTRUCTION. WHEN IN OPERATION, THE STANDBY GENERATOR WILL PRODUCE DIESEL COMBUSTION BY PRODUCTS. Are there any off -site sources of emission or odor that may affect your proposal? If so, generally describe. No C. Proposed measures to reduce or control emissions or other impacts to air, if any: WATER STANDARD EMISSION CONTROL DEVICES WILL BE UTILIZED BY CONSTRUCTION EQUIPMENT AND STANDBY GENERATORS WILL BE USED DURING CONSTRUCTION AND OPERATIONAL PHASES OF THIS PROPOSAL. AS NEEDED, DUST CONTROL MEASURES WILL BE IMPLEMENTED TO LIMIT DUST DURING CONSTRUCTION. THE FACILITY WILL INCORPORATE BOTH LIQUID PHASE CHEMICAL INJECTION TO REDUCE THE PRODUCTION OF HYDROGEN SULFIDE GAS AND AIR -PHASE CARBON FILTRATION TO REMOVE ODORS. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. PER THE ESA ADOLFSON REPORT, TWO WETLAND AREAS AND TWO STREAMS ARE LOCATED IN THE VICINITY OF THE PROJECT AREA. WETLAND A IS PART OF A LARGE 142 ACRE WETLAND THAT EXTENDS OFFSITE TO THE NORTH, EAST, AND WEST, IS CONSIDERED A CATEGORY 1 WETLAND AND HAS A REQUIRED STANDARD BUFFER OF 100-FEET. MAY CREEK IS LOCATED IN THE NORTHERN PORTION OF THE PROJECT AREA AND TRAVELS THROUGH WETLAND A. THE STREAM IS CONSIDERED A CLASS 2 STREAM WITH 100 FOOT BUFFERS. WETLAND B IS ASSOCIATED WITH A TRIBUTARY OF MAY CREEK AND IS LOCATED NEAR THE INTERSECTION OF SE 104TH STREET AND 148TH AVENUE SE 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. THE PROPOSED LIFT STATION NEAR NE 26TH STREET AND 148TH AVENUE SE HAS BEEN LOCATED OUTSIDE THE 100-FOOT BUFFER OF WETLAND A. CONSTRUCTION OF THE NEW FORCE MAIN ALONG NE 26TH STREET WILL INVOLVE TUNNELING/DIRECTIONAL DRILL METHODS IN THE VICINITY OF THE TRIBUTARY. THIS WOULD NOT REQUIRE IN -WATER WORK OR CAUSE IMPACTS TO THE STREAM BUFFER. F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 5 - 02/08 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. Me b. Ground Water 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. SHALLOW GROUNDWATER MAY BE WITHDRAWN AS NECESSARY TO DEWATER THE GROUND WHERE TRENCHING FOR CONSTRUCTION OF THE LIFT STATION AND PIPE OCCURS AT OR BELOW THE WATER TABLE. ANY WITHDRAWN WATER (UNKNOWN QUANTITY) WILL BE ROUTED THROUGH A SEDIMENTATION/DEWATERING FACILITY TO REMOVE EXCESS SEDIMENT AND THEN WOULD LEAVE THE SITE VIA THE EXISTING NATURAL DRAINAGE COURSE OR THE EXISTING STORM DRAINAGE SYSTEM. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. NONE C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. RUNOFF CONSISTING OF STORM WATER AND TEMPORARY DISCHARGE FROM DEWATERING ACTIVITIES RESULTING FROM THE CONSTRUCTION OF THIS PROJECT WILL NOT PERMANENTLY CHANGE THE HYDRAULIC CHARACTERISTICS OF THE PROPOSAL SITE. RUNOFF QUANTITY AND QUALITY CONTROL MEASURES WILL BE IMPLEMENTED DURING CONSTRUCTION AND BEFORE RESTORATION EFFORTS HAVE BEEN ESTABLISHED TO REDUCE AND CONTROL RUNOFF WATER IMPACTS. F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 6 - 02/08 2) Could waste material enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: THE INSTALLATION OF DRAINAGE STRUCTURE PROTECTION DEVICES, FABRIC FILTERS, SEDIMENTATION CONTROL/DEWATERING FACILITIES, DEWATERING SPLASH PADS, STABILIZED CONSTRUCTION ENTRANCES, CHECK DAMS AND TRENCHLESS INSTALLATION METHODS. ALL OTHER TRENCH AND EXCAVATION WIDTHS AND DEPTHS WILL BE KEPT TO A MINIMUM DURING CONSTRUCTION. 4. PLANTS a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? THE LIFT STATION SITE IS HEAVILY VEGETATED AND IT IS PROBABLE THAT SEVERAL TREES AND SHRUBS WILL HAVE TO BE CLEARED FOR CONSTRUCTION PURPOSES. CONSTRUCTION OF THE SEWER PIPE MAY REQUIRE THE REMOVAL OF SOME GRASS C. List threatened or endangered species known to be on or near the site. NONE KNOWN d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: A CLEARING AND GRADING AND RESTORATION PLAN WILL BE PREPARED FOR THIS PROPOSAL AND PRIOR TO CONSTRUCTION, CLEARING AND GRADING LIMITS WILL BE DELINEATED ON PLANS AND ONSITE TO LIMIT VEGETATION REMOVAL AND/OR DISTURBANCE. TREES NOT REMOVED WITHIN THE TEMPORARY CONSTRUCTION EASEMENTS WILL BE FENCED ALONG THE EXTENT OF THE DRIP LINES TO FURTHER PROTECT TREES TO BE SAVED. 5. ANIMALS a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, son bird , other F:\0015\00018.001\DESIGN #28245\PermMSEPA\SEPA chklst 052208 emd.doc - 7 - 02/08 Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. NONE KNOWN C. Is the site part of a migration route? If so, explain UNKNOWN d. Proposed measures to preserve or enhance wildlife, if any: DOES NOT APPLY 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. THE COMPLETED LIFT STATION WILL REQUIRE ELECTRICITY TO POWER THE SEWAGE PUMPS AND LIGHTS. WATER SERVICES WILL BE REQUIRED TO CLEAN THE LIFT STATION FACILITIES AND AS NEEDED TO IRRIGATE LANDSCAPING. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: LIFT STATION PUMP EQUIPMENT EFFICIENCIES WILL BE OPTIMIZED TO FURTHER CONSERVE ENERGY. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. THERE IS A POTENTIAL RISK FROM THE HAZARDS ASSOCIATED WITH MACHINERY OPERATION AND GENERAL CONSTRUCTION PRACTICES, SPILLS OF MACHINE FLUIDS, RISK OF FIRE AND EXPLOSION AND OTHER SIMILAR, NORMAL, CONSTRUCTION HAZARDS EXIST. 1) Describe special emergency services that might be required. NONE ARE ANTICIPATED. IN THE EVENT OF AN EMERGENCY, LOCAL FIRE, AID OR RESCUE SERVICES AND PERSONNEL MAY BE REQUIRED. 2) Proposed measures to reduce or control environmental health hazards, if any: F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 8 - 02/08 TRENCH BOXES, BRACING, SUMP PUMPS AND OTHER ASSOCIATED CONSTRUCTION SAFETY EQUIPMENT AND PROCEDURES WILL BE UTILIZED DURING CONSTRUCTION TO REDUCE THE POTENTIAL FOR PERSONAL INJURY. SOUND ENGINEERING AND CONSTRUCTION TECHNIQUE WILL ENSURE THAT THE LIFT STATION AND ASSOCIATED APPURTENANCES ARE INSTALLED PROPERLY DURING CONSTRUCTION, USE OF CONTAINMENT MEASURES AND/OR MONITORING OF MOVEMENT OUTSIDE OF WETLAND BUFFERS WILL BE REQUIRED BY THE CONTRACTOR DURING REPAIR OR MAINTENANCE OF CONSTRUCTION EQUIPMENT. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? NONE 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. SHORT TERM CONSTRUCTION EQUIPMENT WOULD BE OPERATED DURING NORMAL WORKING HOURS DURING THE CONSTRUCTION PHASE OF THIS PROPOSAL, UNLESS APPROVED OTHERWISE BY PERMITTING AGENCIES. LONG TERM THERE WILL BE NO LONG-TERM NOISE IMPACTS RESULTING FROM THIS PROJECT. NOISE FROM ALL EQUIPMENT WILL BE WITHIN ALLOWABLE RESIDENTIAL LIMITS AND WILL OCCUR ON AN "AS NEEDED" BASIS DICTATED BY SEWAGE FLOWS. THE EMERGENCY GENERATORS LOCATED AT THE PROPOSED LIFT STATION SITE WILL BE ENCLOSED IN SOUND ATTENUATED HOUSING TO REDUCE NOISE EMISSIONS TO ALLOWABLE LEVELS AND OPERATED DURING POWER OUTAGES AND OCCASIONALLY FOR SHORT PERIODS DURING NORMAL WORKING HOURS FOR REGULAR SERVICING. 3) Proposed measures to reduce or control noise impacts, if any: CONSTRUCTION SCHEDULES WILL BE LIMITED TO NORMAL WORKING HOURS TO REDUCE NOISE IMPACTS TO SURROUNDING RESIDENTIAL AREAS. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? RESIDENTIAL b. Has the site been used for agriculture? If so, describe. UNKNOWN C. Describe any structures on the site. EXISTING LIFT STATION STONEGATE LOCATED ON THE SOUTHEAST CORNER OF PARCEL, RESIDENTIAL STRUCTURES AT 24T" CT AND 22ND CT d. Will any structures be demolished? If so, what? F:\0015\00018.001 \DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 9 - 02/08 YES, THE EXISTING STONEGATE LIFT STATION WILL BE REMOVED FOLLOWING THE COMPLETION OF THE PROPOSED NEW LIFT STATION STONEGATE 2. e. What is the current zoning classification of the site? R-1 RESIDENTIAL, LOW DENSITY, ONE DWELLING UNIT PER ACRE AT THE NORTH PROJECT SITE ON NE 26T" ST AND LYONS AVE. R-8 RESIDENTIAL, EIGHT DWELLING UNIT PER ACRE AT THE SOUTH PROJECT SITE STARTING ON NE 20T" AND FIELD AVE NE f. What is the current comprehensive plan designation of the site? URBAN SINGLE FAMILY AND LOW DENSITY RESIDENTIAL. g. If applicable, what is the current shoreline master program designation of the site? DOES NOT APPLY h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. THE MAY CREEK TRIBUTARY AS DESCRIBED ABOVE. i. Approximately how many people would reside or work in the completed project? NONE j. Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any: DOES NOT APPLY I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: THE PROPOSED PROJECT IS IDENTIFIED IN THE CITY OF RENTON FACILITIES PLAN, WHICH DESIGNATES THE PROJECT AS A FUTURE SERVICE IMPROVEMENT PROJECT. PRESENTLY SEWER SERVICE IS AVAILABLE WITHIN THE IMMEDIATE PROJECT AREA AND PROVIDED BY THE EXISTING STONEGATE LIFT STATION LOCATED ON THE SOUTHEAST CORNER OF THE PROJECT PARCEL 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. NONE b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. NONE F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chkist 052208 emd.doc - 10 - 02/08 C. Proposed measures to reduce or control housing impacts, if any: DOES NOT APPLY 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. LESS THAN 20 FEET b. What views in the immediate vicinity would be altered or obstructed? NONE C. Proposed measures to reduce or control aesthetic impacts, if any: THE PROPOSED LIFT STATION AND SURROUNDING LANDSCAPING WILL BE DESIGNED TO MINIMIZE AESTHETIC IMPACTS 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? LIGHTING WILL BE OPERATED DURING NIGHT HOURS AT THE SEWER LIFT STATION. b. Could light or glare from the finished project be a safety hazard or interfere with views? No C. What existing off -site sources of light or glare may affect your proposal? NONE d. Proposed measures to reduce or control light and glare impacts, if any: THE LIGHTS WILL BE DIRECTED TO ENSURE SAFE TRAVEL ON ADJACENT ROADS AND MINIMAL OR NO DISTURBANCE TO ADJACENT RESIDENTIAL PROPERTIES. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? MAY CREEK PARK IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF THE PROJECT SITE. b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: DOES NOT APPLY F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 11 - 02/08 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. NONE KNOWN b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE C. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. THE PROPOSED LIFT STATION AND PIPE ALIGNMENT SITE CAN BE ACCESSED VIA 148T" AVE SE TO THE EAST AND TO THE SOUTH. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? NO. THE CLOSEST PUBLIC TRANSIT AVAILABLE IS .87 MILES AT COAL CREEK PKWY SE & SE 91 ST ST. C. How many parking spaces would the completed project have? How many would the project eliminate? THE PROPOSED NEW LIFT STATION WILL HAVE A GRAVEL SURFACE DRIVEWAY AND PARKING AREA WITH APPROXIMATELY 2-3 PARKING SPACES. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. A PORTION OF THE NEW SEWER FORCE MAIN WILL CROSS UNDER THE MAY CREEK TRIBUTARY WITHIN NE 26T" ST. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. F:\0015\00018.001\DESIGN #28245\Permit\SEPA\SEPA chklst 052208 emd.doc - 12 - 02/08 UPON COMPLETION, THE LIFT STATION WOULD GENERATE LESS THAN 1 TRIP PER DAY BY CITY PERSONNEL FOR MAINTAINING THE LIFT STATION. g. Proposed measures to reduce or control transportation impacts, if any: DOES NOT APPLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. DOES NOT APPLY 16. UTILITIES a. Circle utilities currently available at the site: ELECTRICI , natural gas, ATE REFUSE ERVICE, FELE ONES, OANITARY SEW E EPTIC SYSTEM, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. THE SEWAGE LIFT STATION AND SEWER SERVICE WILL BE MAINTAINED AND OPERATED BY THE CITY OF RENTON. PUGET SOUND ENERGY WILL PROVIDE ELECTRICAL SERVICE REQUIRED FOR THE OPERATION OF THE LIFT STATION. KING COUNTY WATER DISTRICT 90 WILL PROVIDE THE WATER REQUIRED FOR CLEANING THE LIFT STATION. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non -significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Date: W:\WWP-27-3473 Summerwind-Stonegate LS Replacement\SEPA chklst 052208 emd.doc - 13 - 021, I i PROJECT! LOCATION -VICINITY MAP El' STONEGATE II LIFT STATION AND PIPELINE PROJECT Critical Areas Report Prepared for: City of Renton August 2008 r ESA Adolfson _J Stonegate II Lift Station and Pipeline Project Critical Areas Report At the request of Roth Hill Engineering Partners, LLC, ESA Adolfson delineated wetland boundaries, flagged the ordinary high water mark of streams, and prepared this technical report for the Stonegate II Lift Station and Pipeline Project, located in the City of Renton, Washington. The Stonegate Lift Station II and Pipeline Project includes the construction of a new lift station near the existing Stonegate lift station and construction of a new force main from the new Stonegate II lift station to the City's existing sewer system along Field Avenue NE. Due to easement constraints, the force main alignment has been recently revised. The project area is generally bounded by May Creek to the north, NE Sunset Boulevard to the south, and 148`h Avenue SE to the east. Single-family residential development is the predominant land use in the area. The field investigation found two wetlands and two streams located in the project area. Wetland A is located north of the proposed lift station. The wetland contains PEM/PSS communities and has a riverine and depressional HGM classification. Wetland A is considered a Category I wetland and has a required standard buffer of 100-feet (RMC 4-3-050 M6). The wetland continues offsite to the north and northwest. Wetland B is located in the southwestern portion of the project area near the intersection of SE 1041h Street and 1471h Avenue SE. Wetland B contains a PFO community and has a riverine HGM classification. It is considered a Category III wetland with a required standard buffer of 35-feet (RMC 4-3-050 M6). May Creek is located in the northern portion of the project area and travels through Wetland A. The stream is considered a Class 2 with 100 foot buffers. The tributary of May Creek enters the project area from the south, flowing under SE 104th Street and then adjacent to Wetland B. The tributary continues north, traveling under NE 26th Street and then drains to May Creek. The tributary of May Creek is considered a Class 4 that requires 35 foot buffers. To avoid impacts to aquatic resources located in the project area, the proposed lift station near NE 26th Street and 148th Avenue SE has been located outside the 100-foot buffer of Wetland A. Construction of the new force main along NE 266 Street may involve tunneling/directional drill methods in the vicinity of the tributary, which would not require in -water work or cause impacts to the stream buffer. ESA Adolfson Page i August 2008 Stonegate 11 Lift Station and Pipeline Project Critical Areas Report CONTENTS 1.0 PROJECT AUTHORIZATION AND SCOPE OF WORK.......................................................1 2.0 PROJECT DESCRIPTION...........................................................................................................1 3.0 SITE DESCRIPTION....................................................................................................................1 4.0 WETLAND DEFINITION AND REGULATIONS....................................................................2 5.0 METHODS......................................................................................................................................2 5.1 REVIEW OF EXISTING INFORMATION.....................................................................................................2 5.2 ON -SITE INVESTIGATION.......................................................................................................................3 5.2.1 Determining the Presence of Wetlands and Delineating Ifetland Boundaries ..................... 3 5.2.2 Classifying Wetlands............................................................................................................. 3 5.2.3 Assessment of Aquatic Areas................................................................................................. 3 6.0 FINDINGS......................................................................................................................................4 6.1 EXISTING INFORMATION.......................................................................................................................4 6.2 WETLANDS DETERMINATIONS..............................................................................................................4 6.2.1 Wetland A.............................................................................................................................. 5 6.2.2 Wetland B.............................................................................................................................. 5 6.3 STREAMS AND OTHER DRAINAGE FEATURES........................................................................................6 6.3.1 May Creek............................................................................................................................. 6 6.3.2 Tributary of May Creek......................................................................................................... 6 6.4 UPLAND DESCRIPTION.........................................................................................................................7 6.5 WILDLIFE..............................................................................................................................................8 7.0 REGULATORY IMPLICATIONS..............................................................................................8 7.1 FEDERAL REGULATIONS.......................................................................................................................8 7.2 STATE REGULATIONS............................................................................................................................9 7.3 LOCAL REGULATIONS...........................................................................................................................9 8.0 LIMITATIONS............................................................................................................................10 9.0 REFERENCES.............................................................................................................................11 10.0 GLOSSARY..................................................................................................................................12 FIGURESAND PHOTOGRAPHS.........................................................................................................17 ESA Adolfson Page iii August 2008 Stonegate II Li Station and Pipeline Project Critical Areas Report LIST OF APPENDICES Appendix A - Methods Used to Evaluate Wetland Characteristics Appendix A Appendix B - Common and Scientific Names of Plants and Their Wetland Indicator Status Appendix C - Wetland Determination Data Sheets LIST OF TABLES 1 Aquatic Resource Classification and Rating LIST OF FIGURES 1 Vicinity Map 2 Wetlands and Streams -Existing Information 3 Key Map 4 Wetlands and Streams -Lift Station 5 Wetlands and Streams -Force Main Page iv ESA Adolfson August 2008 Stonegate II Lh Station and Pipeline Project Critical Areas Report 1.0 PROJECT AUTHORIZATION AND SCOPE OF WORK At the request of Roth Hill Engineering Partners, LLC (client), ESA Adolfson delineated wetland boundaries, flagged the ordinary high water mark of streams, and prepared this technical report for the City of Renton Stonegate Il Lift Station and Pipeline Project (the project), located in the City of Renton, Washington. The boundaries of the study area were established based on maps provided by Roth Hill Engineering Partners, LLC. The Scope of Work for this project included wetlands determinations, delineations, an assessment of wetland functions, and stream survey, all of which are summarized in this technical report. A brief analysis of potential wetlands impacts, and a discussion of regulatory implications and permitting considerations are also included in this report. The development of a mitigation plan was not included in this Scope of Work. 2.0 PROJECT DESCRIPTION The Stonegate II Lift Station and Pipeline Project includes the following components: • Construction of a new lift station near the existing Stonegate lift station. • Construction of a new force main between the new Stonegate H lift station to the City's existing sewer system along Field Avenue NE. The force main alignment was recently revised due to easement constraints. • Demolish existing lift station and site restoration. 3.0 SITE DESCRIPTION The project area is located in the northern portion of the City of Renton (Figure 1). The project area is generally bounded by May Creek to the north, NE Sunset Boulevard to the south, and 148`h Avenue SE to the east. The proposed force main alignment extends west on NE 26`h Street, then travels south along Lyons Avenue NE. The alignment turns southwest onto NE 22°d Court and continues west on NE 20`h Street, turning southwest on Field Avenue NE until a tie-in to the existing City system. Figures 2 and 3 show the proposed lift station location and force main alignment. Single-family residential development is the predominant land use in the area. The wetland and stream investigation focused on the proposed lift station area and undeveloped areas along the proposed force main alignment. The proposed lift station site is a 38,185 sq. ft. (0.88 acre) parcel (8035400580) located on the northwest comer of 148th Avenue SE and NE 26`h Street. The parcel is relatively flat, sloping down gradually to the north toward May Creek. A break in topography occurs between un-maintained and landscaped portions of the parcel, located north of the existing lift station. An un-maintained parcel (803540TRCT) north of the existing lift station was also investigated. For purposes of the investigation, this area was bounded by May Creek, a tributary of May Creek, and 148h Avenue SE. ESA Adolfson Page 1 August 2008 Stonegate H Lift Station and Pipeline Project Critical Areas Report The un-maintained areas of these parcels largely support dense shrubs (Scotch broom and Himalayan blackberry) and significant amounts of reed canarygrass. A few scattered deciduous trees (black cottonwood, red alder, and Sitka willow) are found in the areas, primarily along May Creek and the tributary intersecting the stream. The landscaped parcel contains lawn and ornamental plantings surrounding the existing lift station. The proposed forced main alignment would travel from the proposed lift station west, along NE 26'h Street crossing under a tributary of May Creek approximately 325-feet west of the lift station. The tributary flows under NE 26th Street through a 48-inch diameter corrugated metal culvert. 4.0 WETLAND DEFINITION AND REGULATIONS The characteristics of an area that result in its classification as "wetland" have been formally defined by federal and state agencies, as described in Appendix A. Numerous federal, state, and local regulations govern development and other activities in or near wetlands; at each level, there are typically several agencies charged with such powers (Ecology, 1994). Specific regulatory implications concerning the subject property are summarized later in this report. 5.0 METHODS Two levels of investigation were conducted for the analysis of wetlands on the subject property: a review of existing information and an on -site investigation. 5.1 Review of Existing Information A review of existing literature, maps, and other materials was conducted to identify wetlands or site characteristics indicative of wetlands on the subject property. These sources can only indicate the likelihood of the presence of wetlands; actual wetland determinations must be based upon data obtained from field investigations. Several documents were reviewed: • U.S. Geological Survey 1:24,000 Topographic Map, Mercer Island quadrangle (1992) • Soil Survey of King County Area, Washington, Snyder et al., 1973 • National Wetland Inventory, Mercer Island quadrangle (U.S. Fish and Wildlife Service, 1973) • Hydric Soils List of King County (United States Department of Agriculture: Natural Resources Conservation Service, 2001) • City of Renton Critical Areas Inventory (Jones & Stokes Associates, 1992) Page 2 ESA Adolfson August 2008 Stonegate HLift Station and Pipeline Project Critical Areas Report 5.2 Can -site Investigation 5.2.1 Determining the Presence of Wetlands and Delineating Wetland Boundaries Methods defined in the Washington State Wetlands Identification and Delineation Manual (Ecology, 1997), a manual consistent with the U.S. Army Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), were used to determine the presence and extent of wetlands on the subject property. Washington state and all local governments must use the state delineation manual to implement the Shoreline Management Act and/or the local regulations adopted pursuant to the Growth Management Act. The methodology outlined in the manual is based upon three essential characteristics of wetlands: (1) hydrophytic vegetation; (2) hydric soils; and (3) wetland hydrology. Field indicators of these three characteristics must all be present in order to determine that an area is a wetland (unless problem areas or atypical situations are encountered). The "routine on -site determination method" was used to detenmine the wetland boundaries. The routine method is used for areas equal to or less than five acres in size, or for larger areas with relatively homogeneous vegetative, soil, and hydrologic properties. Formal data plots were established where information regarding each of the three wetland parameters (vegetation, soils, and hydrology) was recorded. This information was used to distinguish wetlands from non -wetlands. If wetlands were determined to be present on the subject property, the wetland boundaries were delineated. Wetland boundaries were identified with sequentially numbered colored flagging imprinted with the words WETLAND DELINEATION. Data plot locations were also marked with colored flagging. As required by the City of Renton, visual observations were made of off -site areas from the parcel boundaries and public roads to determine if potential wetlands occur within 300 feet of the site. The methods used to assess wetland characteristics are described in greater detail in Appendix A. Please note that common plant names are used throughout this text; the scientific names are presented in Appendix B. 5.2.2 Classifying Wetlands Two classification systems are commonly used to describe wetlands. The hydrogeomorphic (HGM) system describes wetlands in terms of their position in the landscape and the movement of water in the wetland (Brinson, 1993). The U.S. Fish and Wildlife Service classification system (Cowardin et al., 1979) describes wetlands in terms of their vegetation communities; these include, for example, emergent, scrub -shrub, and forested community types. 5.2.3 Assessment of Aquatic Areas In addition. to wetland areas, streams were identified in the vicinity of the project area. ESA Adolfson Page 3 August 2008 Stonegate HLift Station and Pipeline Project Critical Areas Report 6.0 FINDINGS The following sections describe the results of the field investigation conducted by Ilon Logan, Laura Brock, and Scott Olmsted for the Stonegate I1 Lift Station and Pipeline Project on February 141h and March 26th, 2008. These sections describe the wetlands found in the project area, upland habitats, and wildlife observations. Seven (7) data plots were established within relatively uniform areas of vegetation on the site. Data sheets for each of the formal data plots evaluated for this project are provided in Appendix C. Stream observations were noted for May Creek and a tributary of May Creek located in the vicinity of the project area. 6.1 Existing Information The Soil Survey of King County Area (Snyder et al., 1973) maps two soil types in the project area: Bellingham silt loam and Ragnar-Indianola association. Bellingham silt loam is mapped on both sides of May Creek and is listed as hydric on the Hydric Soils of List of King County Area (USDA NRCS, 2001). These soils are poorly drained and formed in alluvium under grass and sedges. The Ragnar-Indianola association is comprised of equal parts Ragnar fine sandy loam and Indianola loamy fine sand. It is a well -drained soil that occurs on glacial outwash terraces. Ragnar-Indianola association is not listed as hydric. The National Wetland Inventory (NWI) shows palustrine emergent wetland recorded as temporarily flooded, partially drained/ditched (PEMAd) west of 1481h Avenue SE and on both sides of May Creek. East of 148th Street, the NWI maps a larger palustrine emergent wetland complex that contains a semi -permanently flooded (PEMF) community and a seasonally flooded/well-drained and partially drained/ditched (PEMCd) community (Figure 2). Wetlands and stream corridors in the City of Renton were preliminarily identified in the City of Renton Critical Areas Inventory (Jones & Stokes Associates, 1992). The inventory shows the main stem of May Creek north of the existing Stonegate Lift Station and a tributary of May Creek extending south through the Stonegate residential development. A large scrub -shrub and emergent wetland is also mapped along the mainstem of May Creek. The mapped wetland is identified as "K-7" and is 142 acres in size (Figure 2). Streams are also identified on the Renton Water Class Map (City of Renton, 2005) contained in the Renton Municipal Code (RMC). The map identifies May Creek and the tributary of May Creek that extends south through the project area (NE 26th Street and SE 104th Street) (Figure 2). 6.2 Wetlands Determinations Two wetlands were identified in the project area (Figure 3). Wetland A is part of a large 142 acre wetland that extends offsite to the north, east, and west (Figure 4). This large wetland was preliminarily identified in the Critical Areas Inventory (Jones & Stokes, 1992) and is mapped along the main stem of May Creek. Wetland B is associated with a tributary of May Creek and is located near the intersection of SE 104`h Street and 148th Avenue SE (Figure 5). The following describes the wetlands and upland habitats found on the site. Page 4 ESA Adolfson August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report 6.2.1 Wetland A Wetland A is located in the northern portion of the project area and contains a relatively uniform vegetation community and hydrologic regime (Figure 4). The wetland supports palustrine emergent (PEM) and scrub -shrub (PSS) communities, experiences seasonal saturation and/or inundation, and is connected to May Creek. A data plot dug to a depth of 18 inches was established to characterize soils and hydrology at the time of field investigation. The portions of the wetland adjacent to the stream are considered riverine wetlands under the HGM classification, while wetland areas further from the stream that are primarily groundwater driven are depressional. Wetland A is characterized by sample plot DP4. Hydrology May Creek and a high groundwater table are the main sources of hydrology to the wetland. At the time of the site visit, no free water was present in DP4; however, standing water 1-3 inches deep was located approximately 10 feet from the data plot and was present in other portions of the wetland. The field investigation occurred after a prolonged dry period without large storm events, and soils were moist to the surface, but not saturated. Saturation and inundation are likely early in the growing season based on the presence of hydrophytic species and redoximorphic features in the subsurface soils. In addition, DP-4 is located close to the wetland/upland boundary; therefore, indicators of wetland hydrology are not strong. Indicators of wetland hydrology, such as surface ponding and soil saturation, increased significantly within 5 feet of the data plot. Soils The soil at DP-4 consists of a surface layer that is a very dark brown (1 OYR 2/2) loam that extends to about 16 inches below the surface. Below this layer is a lighter, grayish brown (10YR 5/2) silt loam soil that contains redoximorphic features (i.e., mottles) that are yellowish brown (IOYR 5/8; medium and common) or yellowish red (5YR 5/8; medium and common) in color. Soil samples generally match the NRCS mapped soil unit, which is Bellingham silt loam. Ve eg tation Vegetation in the wetland is dominated by reed canarygrass and Douglas spirea (FACW), with scattered clumps of evergreen blackberry (FACU) primarily along the boundaries of the wetland. Red -osier dogwood (FACW) and Sitka willow (FACW) are present closer to May Creek. 6.2.2 Wetland B Wetland B is located in the southern portion of the project area and supports a palustrine forested (PFO) community (Figure 5). The wetland experiences seasonal saturation and/or inundation, and is connected to the tributary of May Creek that flows under SE 104th Street via a 24-inch culvert. The wetland is adjacent to the stream and is considered riverine under the HGM classification. Wetland B is characterized by sample plot DP -I (Wetland B). A data plot dug to a depth of 18 inches was established to characterize soils and hydrology at the time of field investigation. ESA Adolfson Page 5 August 2008 Stonegate II Li Station and Pipeline Project Critical Areas Report Hydrology The tributary of May Creek and a high groundwater table are the main sources of hydrology to Wetland B. At the time of the site visit, free water at 7 inches was present in DP-1 (Wetland B); and the soil was saturated to the surface. Soils appeared to be saturated to the surface throughout the majority of the wetland. At the time of the site visit, the tributary contained approximately 4 to 6 inches of flowing water. Soils The soil consists of a surface layer that is a very dark gray (1 OYR 3/1) sandy loam that extends to about 8 inches below the surface. Below this layer is a reddish gray (2.5YR 5/1) loamy sand soil that contains mottles that are strong brown (7.5YR 4/6; medium and common) in color. Soil samples do not match the NRCS mapped soil unit, which is Ragnar-Indianola Association. The Ragnar-Indianola Association is not a hydric soil; however, the soils encountered were generally hydric. Vegetation Vegetation in the wetland is dominated by red alder (FAC), black cottonwood (FAC), Indian plum (FACU), reed canarygrass (FACW), with scattered slough sedge (OBL). 6.3 Streams and Other Drainage Features 6.3.1 May Creek The main channel of May Creek is located north of the proposed Stonegate II Lift Station on Parcel 803540TRCT, entering under the 148th Avenue SE Bridge and continuing offsite to the west. May Creek is approximately 10 to 15 feet wide where it crosses 148th Avenue SE and narrows slightly, to approximately 5 to 8 feet, as it travels west. The depth of the stream is approximately 2 to 4 feet with a substrate composed of fine sediments. Riparian vegetation and Wetland A exist along the north and south banks of the stream, with dominant species including Sitka willow and reed canarygrass. May Creek is perennial or intermittent with known sahmonid presence. The May Creek basin supports five species of salmonids: chinook, sockeye, and coho salmon, and steelhead and cutthroat trout (Kerwin, 2001). Since 2000, volunteers with the King County Volunteer Salmon Watchers Program have been observing salmon in May Creek. Volunteers have consistently seen sockeye salmon in the stream. Less commonly spotted are chinook salmon, coho salmon, cutthroat trout, and kokanee salmon. 6.3.2 Tributary of May Creek A tributary of May Creek enters the southern portion of the project area near Wetland B, and generally extends north until intersecting May Creek (Figure 2). The tributary of May Creek is a seasonal channel with an estimated 5-foot width and 1-foot depth in the vicinity of NE 26th Street. The substrate is composed of finer sediments to the north and Page 6 ESA Adolfson August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report coarser material closer to NE 26`h Street. Dominant vegetation along this stream is similar to May Creek and includes Sitka willow, red alder, reed canarygrass, and Himalayan blackberry. In the vicinity of May Creek, the tributary has a less defined bed and banks, dispersing flow over a broad area. The tributary also contains dense herbaceous vegetation in this area. Therefore, salmonid presence in the tributary is unlikely; however, field investigations were conducted during low flow conditions. The upstream portion of stream, in the vicinity of SE 104`h Street, travels along the property boundary of single family lots that contain maintained yards. The stream banks become armored upstream of the SE 1041h Street culvert as the stream passes under a wooden fence. The 24-inch corrugated metal culvert at SE 104`h Street empties near the confluence of the tributary of May Creek and a small stream entering the project area from the west. Downstream of the confluence, the tributary travels east for approximately 20 feet then turns to the north. The tributary is approximately 3 feet wide and 6 inches deep in the vicinity of SE 104`h Street. Dominant vegetation upstream of the culvert includes Indian plum, creeping buttercup, sword fern, cut -leaf blackberry, English holly, and red alder. Similar vegetation exists downstream of the culvert, with Himalayan blackberry and black cottonwood becoming common. 6.4 Upland Description Upland on Parcels 8035400580 and 803540TRCT The un-maintained upland area located in the northern parcels is characterized by DP-1, DP-2, and DP-3. Dominant vegetation includes reed canarygrass, Himalyan blackberry, evergreen blackberry, Canada thistle (FAC), and bracken fern (FACU). The soil investigation found a very dark brown (1 OYR 2/2), or brighter, sandy loam layer at the surface that extends to the bottom of the soil profile (+/- 18 inches). In several areas, this layer extends to approximately 7 inches, below which coarser and brighter soil exists. At the time of investigation, there was no soil saturation, or other indicators of saturation or inundation, at any of the upland plots. Based on the topographical position and the lack of soil saturation in upland soil pits dug around the site, it is likely that these areas will become drier during the early portion of the growing season. Upland on Proposed Force Main Alignment The upland area located east of the tributary is fairly uniform and characterized by DP-2. Dominant vegetation includes red alder, reed canarygrass, Himalayan blackberry, sword fern, and vine maple. The upland west of the tributary is characterized by DP-3. Dominant vegetation includes creeping buttercup (FACW), Himalayan blackberry, and herb Robert (NL). The soil investigation found a very dark brown (I OYR 2/2) sandy loam layer at the surface that extends approximately 10 inches below the surface. Below this layer, the soil color and texture remain the same, but the layer contains mottles that are dark yellowish brown (1 OYR 4/6) to 16 inches. At the time of investigation, there was no soil saturation. There were no other indicators of saturation or inundation at either upland plot. Based on the topographical position and the lack of soil saturation in upland soil pits dug, it is likely that these areas will become drier during the early portion of the growing season. ESA Adolfson Page 7 August 2008 Stonegate 11 Lift Station and Pipeline Project Critical Areas Report 6.5 Wildlife Wetland A provides habitat for wildlife species because it contains multiple vegetation classes, water sources, and is part of the May Creek corridor. It is also connected to Cougar Mountain Regional Wildland Park, located north of the project area. Bird species observed during field investigation included Steller's jay, red-tailed hawk, sharp -shinned hawk, American crow, Anna's hummingbird, black -capped chickadee, song sparrow, and pine siskin. Small mammals such as mice and vole are likely present as well as amphibian species. Large mammals, such as deer and coyote, also likely use the corridor and wetland. Other species of birds, mammals, reptiles, and amphibians in addition to those observed are expected to use habitat on the project site. For example, nocturnal species may be present that were not active during the site visit, or other species may only be highly visible or present in this area during certain seasons. Wetland B provides limited wildlife habitat due to its small size and level of human disturbance. However, the wetland is part of a riparian corridor that likely provides habitat to a number of species of birds, amphibians, and small mammals. 7.0 REGULATORY IMPLICATIONS Wetlands are regulated at the federal, state, and local levels. Agencies with jurisdiction include the U.S. Army Corps of Engineers (Corps), Washington State Department of Ecology (Ecology), and the City of Renton. The Washington Department of Fish and Wildlife (WDFW) regulates work within streams. Regulatory implications associated with development in wetlands and streams include, but may not be limited to, those discussed in this section. All applicable permits should be obtained prior to developing or otherwise altering streams or wetlands. 7.1 Federal Regulations The Corps regulates discharges of dredged or fill materials into waters of the United States, including wetlands, under Section 404 of the Clean Water Act. The purpose of the Clean Water Act is to "restore and maintain the chemical, physical, and biological integrity of the Nation's waters." A Section 404 permit may be required if a proposed project involves filling wetlands or altering streambeds or other waters of the U.S. The Corps will determine if wetlands are jurisdictional under Section 404 based upon the presence of a "significant nexus" to navigable waters (EPA and Corps, June 5, 2007). The Corps has established two types of permit programs under Section 404: nationwide and individual. Nationwide permits are issued when a proposed activity will have minimal adverse impacts to wetlands. All other projects are evaluated under the individual permitting process. The Corps determines which permitting process is used for a proposed project. The Corps will require that wetland impacts be avoided or minimized to the extent practicable, and mitigation will likely be required for unavoidable wetland impacts. Page 8 ESA Adolfson August 2008 Stonegate II Li Station and Pipeline Project Critical Areas Report 7.2 State Regulations The state certification process under Section 401 of the federal Clean Water Act is usually triggered through a Section 404 permit application. Section 401 directs each state to certify that proposed in -water activities will not adversely affect water quality or violate state aquatic protection laws. In Washington State, Ecology is responsible for administering the state certification program. Ecology may issue approval, approval with conditions, denial, or a request for delay due to lack of information. Any conditions attached to the 401 certification become part of the Section 404 permit. King County is one of the 15 coastal counties in Washington regulated under the Washington State Coastal Zone Management (CZM) Program. Activities that would affect coastal resources and involve approvals from the federal government (such as a Section 404 permit) must be evaluated for CZM compliance through a process called "federal consistency." Ecology administers the CZM program in this state. If relocation or alteration of stream culverts or other in -stream work is proposed as part of the project, a Hydraulic Project Approval (HPA) would be required from the Washington Department of Fish and Wildlife under the state Hydraulic Code (RCW 77.55, WAC 220-110). 7.3 Local Regulations The Renton Municipal Code details the parameters used for rating wetlands and streams in the City of Renton (RMC 4-3-050). Wetlands fall into three categories: Category I, II, and III and streams are in five classes: Class 1 through 5. Based on the criteria listed, Wetland A is considered a Category I wetland because it is greater than 10 acres in size, according to the Critical Areas Inventory (Jones & Stokes, 1992), and has three or more vegetation classes, one of which is open water (RMC 4-3-0550 M 1). The wetland also includes May Creek, which contains listed salmonids, resulting in a Category I rating. Category I wetlands have a required standard buffer of 100-feet (RMC 4-3-050 M6). Wetland B is considered a Category III wetland because it is small in size, has low plant species richness and minimal wildlife use, and is surrounded by human disturbance (RMC 4-3-0550 M1). Category III wetlands have a required standard buffer of 35-feet (RMC 4-3-050 M6). May Creek is considered a Class 2 stream because it is not a Shoreline of the state, has perennial flow with salmonid presence, and is mapped on Water Class Map as Class 2. Buffers for Class 2 streams are 100 feet. The tributary of May Creek is considered a Class 4 stream because it is a non -salmon -bearing intermittent stream and is mapped on Water Class Map as Class 4. Buffer widths for Class 4 streams are 35 feet. ESA Adolfson Page 9 August 2008 Stonegate II Li Station and Pipeline Project Critical Areas Report Table 1. Aquatic Resource Classification and Rating Aquatic Resource Cowardin Class HGM Classification Rating Buffers Wetland A PEMMSS Riverine/Depressional Category I 100-feet Wetland B PFO Riverine Category III 35-feet May Creek Class 2 100-feet Tributary of Ma Creek Class 4 35-feet To avoid and/or minimize impacts to aquatic resources located in the project area, construction activities and facility locations will not impact wetlands and streams or their buffers. Construction of the new force main may involve tunneling/directional drill methods in the vicinity of the tributary stream and NE 26`h Street, which would not require in -water work or cause impacts to the stream buffer. The proposed lift station near NE 26`h Street and 1481h Avenue SE has been located outside the 100-buffer of Wetland A to avoid buffer impacts. No impacts to critical areas are anticipated in association with this project. 8.0 LIMITATIONS Within the limitations of schedule, budget, scope -of -work, and seasonal constraints, we warrant that this study was conducted in accordance with generally accepted environmental science practices, including the technical guidelines and criteria in effect at the time this study was performed, as outlined in the Methods section. The results and conclusions of this report represent the authors' best professional judgment, based upon information provided by the project proponent in addition to that obtained during the course of this study. No other warranty, expressed or implied, is made. Page 10 ESA Adolfson August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report 9.0 REFERENCES Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. FWS/OBS-79/31. U.S. Fish and Wildlife Service. Ecology (Washington State Department of Ecology). 1997. Washington State Wetlands Identification and Delineation Manual. Publication No. 96-94. Olympia, Washington. Environmental Laboratory. 1987. Corps oj'Engineers Wetlands Delineation Manual. Technical Report Y-87-1. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Massachusetts. Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest: An Illustrated Manual. University of Washington Press, Seattle, Washington. Hruby, T. 2004. Washington State Wetland Rating System for Western Washington — Revised. August 2004. Ecology publication number 04-06-025. Olympia, WA Munsell Color. 2000. Munsell Soil Color Charts. GretagMacbeth, New Windsor, New York. Renton Municipal Code (RMC). 2005. Title IV. Development Regulations, Chapter 3. Environmental Regulations and Overlay Districts. Renton, Washington. Available: http://www.codepublishing.com/WA/Renton/renton04/renton0403.htm1 Accessed: February 19, 2008. Snyder, D.E., P.S. Gale, and R.F. Pringle. 1973. Soil Survey of King County Area, Washington. U.S. Soil Conservation Service, Washington, DC. USFWS (U.S. Fish and Wildlife Service). 1993. 1993 Supplement to List of Plant Species that Occur in Wetlands: Northwest (Region 9). ESA Adolfson Page 11 August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report 10.0 GLOSSARY agricultural wetland - Areas where wetland soils and hydrology remain, but hydrophytic vegetation has been removed to allow a crop to be grown. anaerobic - A situation in which molecular oxygen is absent (or effectively so) from the environment. atypical situation - Areas in which one or more wetland parameters (vegetation, soil, and/or hydrology) have been sufficiently altered by recent human activities or natural events to preclude the presence of wetland indicators of the parameter. "Recent' is intended to mean that period of time since legal jurisdiction of an applicable law began. best management practices (BMPs) — The physical, structural, and/or managerial practices that, when used singly or in combination, prevent or reduce pollutant discharges. buffer - A designated area along the edge of a stream or wetland that is regulated to control the negative effects of adjacent development from intruding into the aquatic resource. concretion - A local concentration of chemical compounds such as calcium carbonate or iron oxide in the soil that forms a grain or nodule of varying size, shape, hardness, and color. Concretions of significance in hydric soil are usually iron and/or manganese oxides occurring at or near the soil surface that develop under conditions of prolonged soil saturation. dominant species — Plant species that define the character of a vegetation community. In wetland delineation, this is typically measured using percent areal cover. For each stratum in the plant community (trees, shrubs, and herbs), dominant species are the most abundant plant species that when ranked in descending order of abundance and cumulatively totaled immediately exceed 50 percent cover for the stratum, plus any additional species that individually compose 20 percent or more of the total cover in the stratum. The list of dominant plant species is then combined across strata. (Corps of Engineers Wetland Delineation Manual, 1987) emergent - A plant that grows rooted in shallow water, the bulk of which emerges from the water and stands vertically. Usually applied to non -woody vegetation. emergent wetland - In the USFWS classification system (Cowardin et al., 1979), a wetland characterized by erect, rooted, herbaceous hydrophytes, excluding mosses and lichens. enhancement - An improvement in the functions and values of an existing wetland, typically through native plantings. fill material - Any material placed in an area to increase the surface elevation. forested wetland - In the USFWS classification system (Cowardin et al., 1979), a wetland characterized by woody vegetation that is six meters (20 feet) tall or taller. gleyed - A soil condition resulting from prolonged soil saturation, manifested by the presence of bluish or greenish colors throughout the soil or in mottles (spots or streaks) among other colors. herbaceous - Having the characteristics of an herb; a plant with no persistent woody stem above the ground. hydric soil — A soil that formed under conditions of saturation, flooding, or ponding long enough to develop anaerobic conditions in the upper part. hydrogeomorphic (HGM) classification — A system of classifying wetlands based on their position in the landscape and the movement of water within the wetland. hydrology — The science dealing with the properties, distribution, and circulation of water. Page 12 ESA Adolfson August 2008 Stonegate II Li Station and Pipeline Project Critical Areas Report hydrophyte - Any plant growing in water or on a substrate that is at least periodically deficient in oxygen as a result of excessive water content. The sum total of hydrophytes in an area is known as "hydrophytic vegetation." in -kind compensation - Compensation for lost wetland habitat with a replacement wetland of the same habitat type. inundation — A condition in which water from any source temporarily or permanently covers a land surface. invasive plant species - Plant species that become established easily in disturbed conditions, reproduce readily, and often establish monocultures. Most invasive plants are non-native species; they were introduced to the Northwest intentionally or unintentionally by humans. Examples of common invasive species in the Pacific Northwest are Scot's broom, Canada thistle, hedge bindweed, English ivy, reed canarygrass, and purple loosestrife. lacustrine - In the USFWS classification system (Cowardin et al., 1979), lacustrine refers to a freshwater area that has all of the following characteristics: (1) situated in a topographic depression or a dammed river channel; (2) has less than 30% coverage of trees, shrubs, persistent emergent plants, mosses, or lichens; and (3) total area exceeds 20 acres. For areas less than 20 acres, an area is considered lacustrine if it has an active wave -formed or bedrock shoreline or is deeper than 6.6 feet in the deepest part. "Freshwater" means less than 0.5 parts per thousand ocean -derived salts. mitigation — Defined in WAC 197-11-766 as: (1) Avoiding the impact altogether by not taking a certain action or parts of an action; (2) Minimizing impacts by limiting the degree or magnitude of the action and its implementation, by using appropriate technology, or by taking affirmative steps to avoid or reduce impacts; (3) Rectifying the impact by repairing, rehabilitating, or restoring the affected environment; (4) Reducing or eliminating the impact over time by preservation and maintenance operations during the life of the action; (5) Compensating for the impact by replacing, enhancing or providing substitute resources or environments: and/or (6) Monitoring the impact and taking appropriate corrective measures. mottles - Spots or blotches of different color or shades of color interspersed within the dominant color in a soil layer. This usually results from periodic anaerobic conditions in the soil. 100-year floodplain - The flood with a 100-year recurrence interval; those areas identified as Zones A, Al -30, AE, AH, AO, A99, V, V 1-30, and VE on most current Federal Emergency Management Agency (FEMA) Flood Rate Insurance Maps, or areas identified as 100-year floodplain on applicable local Flood Management Program maps. ordinary high-water mark - The line on the shore established by the fluctuations of water and indicated by physical characteristics such as a clear, natural line impressed on the bank; changes in the character of soil or vegetation; topographic shelves; or the presence of a line of litter or debris. out -of -kind compensation - Compensation for lost wetland habitat with a replacement wetland of a different habitat type. palustrine - In the USFWS classification system (Cowardin et al., 1979), palustrine refers to freshwater areas dominated by trees, shrubs, persistent emergent plants, mosses, or lichens. They ESA Adolfson page 13 August 2008 Stonegate II Lh Station and Pipeline Project Critical Areas Report can be non -tidal or tidal. Palustrine also includes wetlands lacking this vegetation but with the following characteristics: (1) area less than 20 acres; (2) no active wave -formed or bedrock shoreline; (3) water depth in the deepest part is less than 6.6 feet at low water. "Freshwater" means having less than 0.5 parts per thousand ocean -derived salts. persistent emergents — Emergent plants that remain standing at least until the beginning of the next growing season. reach - A length of stream channel with uniform characteristics. redoximorphic soil characteristics — Features of the soil such as masses, nodules, or mottles formed through reduction and oxidation of iron and manganese in seasonally saturated soils. restoration - To improve a disturbed or altered wetland by returning wetland parameters that may be missing. rhizosphere - The zone of soil surrounding a plant root in which interactions between the living root and microorganisms occur. riverine - In the USFWS classification system (Cowardin et al., 1979), riverine refers to freshwater areas that are contained within a channel and are not dominated by trees, shrubs, and persistent emergent plants. Examples include rivers and streams. "Freshwater" means having less than 0.5 parts per thousand ocean -derived salts. saturated soil conditions - A condition in which all easily drained spaces between soil particles in the root zone are temporarily or permanently filled with water. scrub -shrub - In the USFWS classification system (Cowardin et al., 1979), areas dominated by woody vegetation less than 6 meters (20 feet) tall. The species include tree shrubs, young trees, and trees or shrubs that are stunted because of environmental conditions. Section 404 permit - A permit issued by the U.S. Army Corps of Engineers under Section 404 of the federal Clean Water Act that allows an activity (filling) within a wetland. A 404 permit usually requires compensation or mitigation for the wetland impacts. soil matrix - The portion of a given soil that has the dominant color. In most cases, the matrix is the portion of the soil having more than 50% of the same color. synonymy - Different scientific names for the same species. waters of the United States - As defined in 33 CFR Part 328, the term "waters of the United States" means: 1. All waters which are currently used, or were used in the past, or may be susceptible to use in interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide; 2. All interstate waters including interstate wetlands; All other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could affect interstate or foreign commerce including any such waters: Which are or could be used by interstate or foreign travelers for recreational or other purposes; or Page 14 ESA Adolfson August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report ii. From which fish or shellfish are or could be taken and sold in interstate or foreign commerce; or iii. Which are used or could be used for industrial purpose by industries in interstate commerce; 4. All impoundments of waters otherwise defined as waters of the United States under the definition; 5. Tributaries of waters identified in paragraphs 1-4; 6. The territorial seas; 7. Wetlands adjacent to waters (other than waters that are themselves wetlands) identified in paragraphs 1-6. Waste treatment systems, including treatment ponds or lagoons designed to meet the requirements of CWA (other than cooling ponds as defined in 40 CFR 123.11(m) which also meet the criteria of this definition) are not waters of the United States. 8. Waters of the United States do not include prior converted cropland. Notwithstanding the determination of an area's status as prior converted cropland by any other federal agency, for the purposes of the Clean Water Act, the final authority regarding Clean Water Act jurisdiction remains with the EPA. wetlands - Those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas (Federal Register, 1982, 1986). wetland boundary — The point on the ground at which a shift from wetlands to non -wetlands or aquatic habitat occurs. wetland hydrology - Wetland hydrology is considered to be present when there is permanent or periodic inundation or soil saturation at or near the soil surface for more than 12.5% of the growing season (typically two weeks in lowland Pacific Northwest areas). Areas that are inundated or saturated for between 5% and 12.5% of the growing season in most years may or may not be wetlands. Areas inundated or saturated for less than 5% of the growing season are non -wetlands (Ecology, 1997). wetland indicator status (WIS) - Categories assigned to plant species based upon the estimated probabilities (expressed as a frequency of occurrence) of the species occurring in a wetland or a non -wetland. Wetland indicator status categories include the following: • Obligate (OBL): species that almost always occur in wetlands under natural conditions (estimated probability >99%). Facultative wetland (FACW): species that usually occur in wetlands (estimated probability 67 to 99%), but are occasionally found in non -wetland areas. ESA Adolfson page 15 August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report Facultative (FAQ: species that are equally likely to occur in wetlands (estimated probability 34 to 66%) or non -wetland areas. Facultative upland (FACU): species that usually occur in non -wetland areas (estimated probability 67 to 99%), but are occasionally found in wetlands. Upland (UPL): species that almost always occur in non -wetland areas under normal conditions (estimated probability >99%). A N or (-) following the WIS signifies a greater or lesser likelihood, respectively, of the species being found in wetland conditions. Plant species can also be designated "No indicator" or NI, which includes species for which insufficient information is available to determine status, or which were not evaluated by USFWS in compiling the WIS listings. Plant species that are not listed on the USFWS list of WIS ratings are designated "NU and are presumed to be upland species. Page 16 ESA Adolfson August 2008 Stonegate 11 Lift Station and Pipeline Project Critical Areas Report FIGURES AND PHOTOGRAPHS ESA Adolfson page 17 August 2008 N 1 sf MOWAIX B_ELLIEVU SAMMAMISH O9� t8Tx I x SE 81Tx 5T e'ry PL �i� 4 RE6IAYAL MERCER a WILDLA6D i>oTM = TM PL SE 88TH IS " CT PARK SSAQUAH r y p� e9,,, v NEW. STLE 915T !� f sF S6 m�SE,� ST W N SE 915T 9 Si a (4 m 6 j st 92yO F 93RD RENTON -,Z' ST h1AY -VALLEY S ST PROJECT LOCATION SE Z RD i43P0'^ a av Q PROPOSED N NE--,27TH 4 z WPl. - a STONEGATE II NE 25TH PL " LIFT STATION " 5` z NE 25TH E S SE 100TH & HST ST NE > �" 24TH SE 100TH W ST SE a it POOTNE 74TH r ST 00 $ st • vAax PLC � u Z NE 23RD _ 731iD 02ND ST _ o ¢ "� �NNED Q St p Lea ST W �$E PROPOSED FORCE - �Py= ` vs' g SST = MAIN ROUTE* >I ¢ E 215T 51 � W ¢ CT c PL C� W -ENE ¢ z2 �- SE Z NE 'I20TH ST o r-I "--- ion' : ''I c — 104Tt z W _ 1 0 ] i SE 104TH ST $T 1gTH ST W I $E Q C/ Z Z Y L SE 105TH PL 105TH r6 M1j1 d h 18TH NE z rE a NE PLST IgH w rST aE H �a�Z1AV / O�cIE,ff� ST 'C y� 'CT SE 10M NE SE c SE 107TH sr 17TH 107M P< IM P1 o F ME SE 107TH PL 107TH ST 5T a G tH PL w W F CT V: 4TH vt HE 15TH PL t1, t �1 u. x 94Y VALLEY - a SE 111TH PL _ NE z 1S2TH SE 112TH Z ST SE 112TH sr SE 112TH ST w II1^0 - - H c~.1 LLl i OLIY£R M z SE 112TH PL to w 111H ST z H47£N SE - SE N 113TH � z NS a' a HI unST oHit di ° • tE-12TN-tT-f ' SE w = G < ¢' NE 11TH s"4PTM SE 114TH ST :NE LOTH_ PL COTH �FxE Im NE < '< sE ST PL SE s5 T NE 9TH w_ ^ ¢ W <'NE J sE ttsTH 5T 1zt,,. - 116TH `r sf CT �m �' SE w 9TH PL _ SE 117TH ST ST NE 9TH ST W L > Pt 0 500 1000 2000 �ID1 I o aN Scale in Feet 'Force Main route recently revised due to easement constraints. LLU Stonegate Lift Station and Pipeline . 207075 SOURCE: Rand McNally & Company. 2006. Figure Vicinity Map Renton, Washington ssRA, ^�a} � MaY Gee � � ',r' �' • � � ' � ' PEMAD� Proposed Stonegate II , Lift Station PEMCD I 1 t 3 ' ' Proposed Force �y- -� Main Route �. c 1u + , i y j 2i1 • 1� v. Legend Force Main Route' — Streams c Wetland (City of Renton) 35 Wetland (King County) Wetland Type (NWI) — - PEMCD; Palustrine, Emergent, Seasonally Flooded, 5 + Seasonally Flooded Well -drained p - PEMAD, Palustrine, Emergent, Temporary, w Seasonally Flooded Well -Drained z 0 681 I s Force main route recently revised due to Feet easement constraints Renton Stonegate II . 2007 SOURCE: NWI; 2007, City of Kirkland; 2008, ESA Adolfson; 2008, King County; 2007 (wetland), 2002 (air photo) Figure 2 Wetlands and Streams - Existing Information Renton, WA PROPOSED F( A k1 Q t25 zoo sQo Feet SOURCE Roth Hill, 2008 FIGURE 4. PROPOSED LIFT STATION, TRIBUTARY OF MAY CREEK, AND WETLAND A (LOCATED OUTSIDE WETLAND BUFFER) RY OF MAY CREEK AND WETLAND B Stonegate II . 207075V Figure 3 Key Map Renton, Washington of 35' TRIBUTARY BUpFER 100' WETLAND BUFFER r 1 0 50 Feet a-.. `✓'` �`~ ! / PROPOSED LIFT STATION I 1 PROPERTY LINE a) r a � IN r .' WE UW OB 1 •w — � U NE 26TH ST TI / EL CB SOLID LID — _ jo'N U w RIM=326.91 1 IE=321.01(N)12•'ADS f IE=321.01(W)12"CMP - -- - ) :..•'-`.:: _ :-,_. _ - -- - -- - - _ - - + it m a W - - - - - r N T °0 U� 1 SOURCE: ESA Adolfson; 2008, King County, 2007 Renton Stonegate II . 2007 Figure 4 Wetlands and Streams - Lift Station Renton, WA -- r ----+---7--X Feet SOURCE: Roth Hill, 2008 OHU FOUND RE/CAP "DFA",PLS#17668 7 � X t4 0 UNNAMED TRIBUTARY WETLAND B 'CULVERT 35' WETLAND BUFFER /� I E = 346.45 fir/ 24"CMP y I CULVERT I E = 346.54 24°CMP /(D - - - - - - - I I / / — �gx - - - vl I � J/ CULVERT p� � FOUND RE/C ' / -- IE=346.81 "K.JOYLER", PLS#5514 I 24"CMP 1 / I I 0 35' TRIBUTARY BUFFER I0 UNNAMED TRIBUTARY __ _ i I OHU / LEGEND WETLAND UNNAMED TRIBUTARY — — WETLAND AND STREAM BUFFER Stonegate II 207075.01 Figure 5 Wetland B and Stream Renton, Washington Photo 1. Wetland A; view northeast. February 14, 2008. Photo 2. Wetland A (reed canarygrass, foreground) and upland (blackberry, background); view west. February 14, 2008. Photo 3. Wetland A boundary in foreground and upland in background; view southeast. February 14, 2008. Photo 4. Upland area north of proposed lift station location, taken from 148t' Ave SE; view southwest. February 14, 2008. Photo 5. Tributary to May Creek north of SE 104th St, Wetland B to right in photo; view north. March 26, 2008. Photo 6. Tributary to May Creek covered by blackberry, SE 104`1' St to right in photo; view east. March 26, 2008. Stonegate II Lift Station and Pipeline Project Critical Areas Report APPENDIX A: METHODS USED TO EVALUATE WETLAND CHARACTERISTICS ESA Adolfson Appendix A August 2008 Stonegate 11 Li Station and Pipeline Project Critical Areas Report Wetland Definition Wetlands are formally defined by the U.S. Army Corps of Engineers (Corps) (Federal Register 1982), the Environmental Protection Agency (EPA) (Federal Register 1988), the Washington Shoreline Management Act (SMA) of 1971 (Ecology, 1991) and the Washington State Growth Management Act (GMA) (Ecology, 1992) as ... those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas (Federal Register, 1982, 1986). In addition, the SMA and the GMA definitions add: Wetlands do not include those artificial wetlands intentionally created from non - wetland site, including, but not limited to, irrigation and drainage ditches, grass - lined swales, canals, detention_facilities, wastewater treatment facilities, farm ponds, and landscape amenities, or those wetlands created after July 1, 1990 that were unintentionally created as a result of the construction of a road, street, or highway. Wetlands may include those artificially created wetlands intentionally created from non -wetland areas to mitigate the conversion of wetlands. Methods defined in the Washington State Wetlands Identification and Delineation Manual (Ecology, 1997), a manual consistent with the U.S. Army Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), were used to determine the presence and extent of wetlands on the subject property. Washington state and all local governments must use the state delineation manual to implement the SMA and/or the local regulations adopted pursuant to the GMA. The methodology outlined in the manual is based upon three essential characteristics of wetlands: (1) hydrophytic vegetation; (2) hydric soils; and (3) wetland hydrology. Field indicators of these three characteristics must all be present in order to determine that an area is a wetland (unless problem areas or atypical situations are encountered). These characteristics are discussed below. Vegetation Plants must be specially adapted for life under saturated or anaerobic conditions to grow in wetlands. The U.S. Fish and Wildlife Service (USFWS) has determined the estimated probability of each plant species' occurrence in wetlands and has accordingly assigned a "wetland indicator status" (WIS) to each species (USFWS, 1988, 1993). Plants are categorized as obligate (OBL), facultative wetland (FACW), facultative (FAC), facultative upland (FACU), upland (UPL), not listed (NL), or no indicator status (NI). Definitions for each indicator status are listed in the Glossary. Species with an indicator status of OBL, FACW, or FAC are considered adapted for life in saturated or anaerobic soil conditions. Such species are referred to as "hydrophytic" vegetation. A (+) or (-) sign following the WIS signifies greater or lesser likelihood, respectively, of the species being found in wetland conditions. Areas of relatively homogeneous vegetative composition can be characterized by "dominant" species. The indicator status of the dominant species within each vegetative stratum is used to determine if the plant community may be characterized as hydrophytic. The vegetation of an area is considered to be hydrophytic if more than 50% of the dominant species have an indicator status of OBL, FACW, or FAC. ESA Adolfson Page A-1 August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report Soils Hydric soils are indicative of wetlands. Hydric soils are defined as soils that are saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part of the soil profile (Federal Register, 1994). The Natural Resources Conservation Service (MRCS), in cooperation with the National Technical Committee for Hydric Soils, has compiled lists of hydric soils (MRCS, 1995). These lists identify soil series mapped by the NRCS that meet hydric soil criteria. It is common, however, for a map unit of non -wetland (non- hydric) soil to have inclusions of hydric soil, and vice versa. Therefore, field examination of soil conditions is important to determine if hydric soil conditions exist. The NRCS has developed a guide for identifying field indicators of hydric soils (NRCS, 1998). This list of hydric soil indicators is considered to be dynamic; revisions are anticipated to occur on a regular basis as a result of ongoing studies of hydric soils. Anaerobic conditions create certain characteristics in hydric soils, collectively known as "redoximorphic features," that can be observed in the field (Vepraskas, 1999). Redoximorphic features include high organic content, accumulation of sulfidic material (rotten egg odor), greenish- or bluish -gray color (gley formation), spots or blotches of different color interspersed with the dominant or matrix color (mottling), and dark soil colors (low soil chroma) (MRCS, 1998; Vepraskas, 1999). Soil colors are described both by common color name (for example, "dark brown") and by a numerical description of their hue, value, and chroma (for example, 10YR 2/2) as identified on a Munsell soil color chart (Munsell Color, 2000). Soil color is determined from a moist soil sample. Hydrology Water must be present in order for wetlands to exist; however, it need not be present throughout the entire year. Wetland hydrology is considered to be present when there is permanent or periodic inundation or soil saturation at or near the soil surface for more than 12.5% of the growing season (typically two weeks in lowland Pacific Northwest areas). Areas that are inundated or saturated for between 5% and 12.5% of the growing season ip most years may or may not be wetlands. Areas inundated or saturated for less than 5% of the growing season are non -wetlands (Ecology, 1997). Indicators of wetland hydrology include observation of ponding or soil saturation, water marks, drift lines, drainage patterns, sediment deposits, oxidized rhizospheres, water -stained leaves, and local soil survey data. Where positive indicators of wetland hydrology are observed, it is assumed that wetland hydrology occurs for a sufficient period of the growing season to meet the wetland criteria, as described by Ecology (1997). Page A-2 ESA Adolfson August 2008 Stonegate H Lift Station and Pipeline Project Critical Areas Report APPENDIX B: COMMON AND SCIENTIFIC NAMES OF PLANTS AND THEIR WETLAND INDICATOR STATUS ESA Adolfson Appendix B August 2008 Stonegate II Lift Station and Pipeline Project Critical Areas Report PLANT SPECIES LIST FOR THE STONEGATE II LIFT STATION AND PIPELINE PROJECT, IDENTIFIED ON: February 141h and March 26, 2008 COMMON NAME SCIENTIFIC NAME WETLAND INDICATOR STATUS* Trees black cottonwood Populus trichocarpa (Populus balsamifera ssp. trichocarpa) FAC English holly Ilex aquifolium NL red alder Alnus rubra FAC Sitka willow Salix sitchensis FACW Shrubs Douglas' spiraea Spiraea douglasii FACW cut -leaf blackberry Rubus laciniatus Himalayan blackberry Rubus discolor (Rubus armenicus) FACU Indian plum (osobenry) Oemleria cerasiformis FACU vine maple Acer circinatum FAC- Herbs bracken fern Pteridium aquilinum FACU Canadian thistle Cirsium arvense FACU+ creeping buttercup Ranunculus repens FACW herb Robert Geranium robertanium NL reed canarygrass Phalaris arundinacea FACW slough sedge Carex obnupta OBL soft rush Juncus ejfusus FACW sword fern Polystichum munitum FACU ESA Adolfson Page B-I August 2008 Stonegate II Li Station and Pipeline Project Critical Areas Report *Key to Wetland Indicator Status codes — Northwest Region (Source: USFWS, 1988, 1993): OBL Obl�: species that almost always occur wetlands under natural conditions (est. probability >99%). FACW Facultative wetland : species that usually occur in wetlands (est. probability 67 to 99%), but are occasionally found in non -wetlands. FAC Facultative: Species that are equally likely to occur in wetlands or non -wetlands (est. probability 34 to 66%). FACU Facultative upland: species that usually occur in non -wetlands (est. probability 67 to 99%), but are occasionally found in wetlands. UPL Upland: species that almost always occur in non -wetlands under normal condition.-, (est. probability >99%). NL Not listed: species that are not listed by USFWS (1988, 1993) and are presumed to be upland species. NI No indicator: species for which insufficient information is available to determine status, or which were not evaluated by USFWS. + indicates a species that is more frequently found in wetlands indicates a species that is less frequently found in wetlands * identifies a tentative assignment based upon either limited information or conflicting reviews Page B-2 ESA Adolfson August 2008 Stonegate II Lh Station and Pipeline Project Critical Areas Report APPENDIX C: WETLAND DETERMINATION DATA SHEETS ESA Adolfson Appendix C August 2008 DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corns Wetland Delineation Manual) Project Site: Date: Z Applicant/Owner: G }1 �1,nn:►nJ County: State: lJ A Investi ator(s): SO :. S/T/R: Do normal circumstances exist on the site? No Community ID: N r7 Is the site significantly disturbed (atypical situation)? Yes , -Nce Transect ID: Is the area a potential problem area? Yes Plot ID: VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cover cover . t HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC: r' Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) <' OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: Yes Rationale for Decision/Remarks: 1 o v t ¢"i014A 'j 0 HYDROLOGY Is it the growing season: Yes 0 Water Marks: Yes Sediment Deposits: Yes =o Based on: pAz;: 5 ,v s v-F vC Drift Lines: Yes Drainage Patterns: Yes ; o; Dept. of inundation: -- inches Oxidized Root (live roots) Local Soil Survey: Yes No Channels <12 in. Yes o� Depth to free water in pit: 2I g inches FAC Neutral: Yes Water -stained Depth to saturated soil: 7 inches Leaves: Yes(N Check all that apply & explain below: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? Yes 1/2 Rationale for decision/remarks: J1,S � 1 �, t r/'d '! 44- "V SOILS Map Unit Name 54LT I-Qlr i Drainage Class (Series & Phase) Field observations confirm Taxonomy (subgroup) r 115SI G U;✓RTJGmapped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, Drawing of soil (inches) (Munsell (Munsell size & contrast concretions, profile (match moist) moist) structure, etc. description) p Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High organic content in surface layer of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime Listed on Local Hydric Soils List Reducing conditions Listed on National Hydric Soils List Gleyed or low-chroma colors Other (explain in remarks) Hydric soils present? Yes o Rationale for decision/remarks; Wetland Determination (circle) Hydrophytic vegetation present? Yes Hydric soils present? Yes 1. ro_,- Is the sampling point within a wetland? Yes (IiVo Wetland hydrology resent? Yes o_J Rationale/Remarks: 4 4c 45 NOTES: �,��' � I - i � ��ly-'i".lif� � (1 11� IQy11L'• CIaM � •'`G. '•�. f �/ � �.11 % Y �.>.!{��, � N� - �'1 1� /J �y't,,,�•!d �J! � SIDPd �i�d.s-•W If��'',�%�. �/V3"#i�'+^� �r�,'��iv+^ C1GGUr c;ur:I.4t dre, o-r,,t ro4.,r,ve r CIMP DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corns Wetland Delineation Mnnnall Project Site: �� r�� G ¢-1-� Date: Op Applicant/Owner: C.n-,j pF Ri �*p County: Kl i State: W,6t Investi ator s : 1. S/T/R: Do normal circumstances exist on the site? C'! Dep No Community ID: "L-A Is the site significantly disturbed (atypical situation)? Yes jS5) Transect ID: UKJ-,Va tb Is the area a potential problem area? Yes MD Plot ID: D(_ 2 VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cover cover Zl! 1> HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC: Y2 5Qp o Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) _�_ OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: nD No Rationale for Decision/Remarks: HYDROLOGY Is it the growing season: � No Water Marks: Yes I;) Sediment Deposits: Yes cSD Based on: QF U Drift Lines: Yes Drainage Patterns: Yes d4 Dept. of inundation: — inches Oxidized Root (live roots) Local Soil Survey: Yes No Channels <12 in. Yes Depth to free water in pit: inches FAC Neutral: Yes '63) Water -stained Depth to saturated soil: '" inches Leaves: Yes dSZ:) Check all that apply & explain below: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? Yes i2g) Rationale for decision/remarks: SOrLS Map Unit Name Wit_ t QL,1-rAT-1 51 L; l L-&PI Drainage Class -� l.Y (Series & Phase) Field observations confirm Taxonomy (subgroup) r'1f:t5_ ffr��10(- napped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, Drawing of soil (inches) (Munsell (Munsell size & contrast concretions, profile (match moist) moist) structure, etc. description) - n p Ze l - < Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High organic content in surface layer of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime Listed on Local Hydric Soils List Reducing conditions Listed on National Hydric Soils List Gleyed or low-chroma colors Other (explain in remarks) Hydric soils present? Yes Rationale for decision/remarks: G�a�'tA 2 Wetland Determination (circle) Hydrophytic vegetation present? 2YZP No Hydric soils present? Yes r-'R Is the sampling point within a wetland? Yes Wetland hydrology resent? Yes d9Z) Rationale/Remarks: 2 � 3 1�i 1�'t�t� �L✓�►-� >.r NOTES: Pik a�ie(or C'C�►'w� `/, gY rhrl�t�va..� ��►c. L DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corns Wetland nelineatinn Mannail Project Site: Date: ] I Applicant/Owner: C-M-1 or- J'!�' (Nmifi County: J4 N Investi ator(s): JJ � State: UN k S/T/R: Do normal circumstances exist on the site? No Community ID: a A-111D Is the site significantly disturbed (atypical situation)? Yes Transect ID: Is the area a potential problem area? Yes Plot ID: VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cover cover 1 Yla�f`� A✓"41 ; rcu o r-&vi evd „ay* 6,2,I,nµM N ru 415 AfMQ�1iQGKS 5 ro Aiu s , bus s y0 FAcu, HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC: 3 7� Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) k OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: Yes o Rationale for Decision/Remarks: N14 MAre 4,xi j(�iYa ci 0 ry t.� t� . are - HYDROLOGY Is it the growing season: Yes Water Marks: Yes Sediment Deposits: Yes Based on: Drift Lines: Yes 5gR Drainage Patterns: Yes dlo- Dept. of inundation: -- inches Oxidized Root (live roots) Local Soil Survey: Yes No Channels <12 in. Yes Depth to free water in pit: % 1 ff inches FAC Neutral: Yes RAJ Water -stained Depth to saturated soil: l �d' inches Leaves: YeK& Check all that apply & explain below: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? Yes (,No,) Rationale for decision/remarks: J N4 1 Al -LA r r� 4o 4 18 " , SOLLS Map Unit Name Eg ! j tit Sl jT 1 &—At 1 Drainage Class g2=2jqW T*)-�eLIPMt > (Series & Phase) Field observations confirm Taxonomy (subgroup) t'i r,lG, \Ir.2T�G apped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, Drawing of soil (inches) (Munsell (Munsell size & contrast concretions, profile (match moist) moist) structure, etc. description) Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High organic content in surface layer of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime Listed on Local Hydric Soils List Reducing conditions Listed on National Hydric Soils List Gleyed or low-chroma colors Other (explain in remarks) Hydric soils present? Yes Rationale for decision/remarks: 5, L � u Is yi& , a I / Wetland Determination (circle) Hydrophytic vegetation present? Yes Is Yes�� Hydric soils present? Yes the sampling point within a wetland? Wetland hydrology resent? Yes eNo i Rationale/Remarks: 0 NOTES: .!!� , - j oc,:. 4 r J ,ti.- nay}-, q; arse- 4 fk*I..,*Rui. A , 5p,1,5 1wa 1-0u'46f4e. 4 Fes-- , QvvL drY ,.Y_� --V� DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 19R7 Cnrns Wetland nnlinvatinn Manuan Project Site: �6 ,� Date: 1 yJ vg Applicant/Owner: C ice, (vTpfj County: k' N - State: tW< Investi ator(s): (11 S/T/R: Do normal circumstances exist on the site? L No Community ID: Is the site significantly disturbed (atypical situation)? Yes 1:�, Transect ID: Is the area a potential problem area? Yes aw Plot ID: 17 VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cover cover HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC: 6 7 9 p Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: es No Rationale for Decision/Remarks: HYDROLOGY Is it the growing season: Yes Water Marks: Yes �(o1 Sediment Deposits: Yes No Based on: . S 1L, Syy-NOV Drift Lines: Yes Drainage Patterns: Yes o Dept. of inundation: --• inches Oxidized Root (live roots) Local Soil Survey: Yes No Channels <12 in. Yes Depth to free water in pit: inches FAC Neutral: Yes 49�6) Water -stained Leaves: Yes Depth to saturated soil: inches Check all that apply & explainbelow: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? Yes o Rationale for decision/remarks: So �S Ltf a m*134— - WW 2 6„ rot sago-+aESL . Sa7lW�T`?y` �F Q V(�y` j^pQi+ SI�EG�aiy rEd.bJL �wfAs �1ti, �w�Surin c L;,, ��,; 1. o1u�4 -b vu-llA,,+dI �L,t,ldr,r/ , P44, is kIdvo —P-4 0""e- ndi- vary S4vov31 SOILS Map Unit Name�.1,1.1k4iit2r"1 SIFT Ljz>&"' Drainage Class VeQL4 W2&Ipet� (Series & Phase) Field observations confirm Taxonomy (subgroup) IC-- mapped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, Drawing of soil (inches) (Munsell (Munsell size & contrast concretions, profile (match moist) moist) structure, etc. description) • j iJly— ld h �l� �� S�g e d e—v! `vim^ 5 Q S/g •(A L iWh Care. /V 0� Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High organic content in surface layer of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime Listed on Local Hydric Soils List Reducing conditions Listed on National Hydric Soils List Gleyed or low-chroma colors Other (explain in remarks) Hydric soils present? es ' No Rationale for decision/remarks: /� sBLS atd- � flrJ C (7� ntier al.V�- % Wetland Determination (circle) Hydrophytic vegetation present? 4� No ,�^^ Hydric soils present? s No. Is the sampling point within a wetland? �.es� No Wetland hydrology resent? Yes ' Rationale/Remarks: i -VL4 4 tv r� �c sa w+ - v ACL�j �rr� s �.,n�► �� - b � (%.SQ.Y�JD �M 01y �MA1A"� SI�IC o'. Ovr'A X9 0"r .�-�GlnNww.� c�l'i" -- a!-^' h r o ran Tr •L►!t v� Z 614 �1 t,ar Svc a S NOTES: dD' -too,-' b d,� S tv1-0v , DATA FORM l Routine Wetland Determination (WA State Wetland Delineation Manual or 1997 Cnrns R'etland Delineatinn k1unviall Project Site: e�•rE Date: G ✓ Z%� Applicant/Owmer: � p6�S—ram County: State: 0A. Investi ator(s): S/T/R: Do normal circumstances exist on the site? No Community ID: Is the site significantly disturbed (atypical situation)'? Yes ZQ Transect ID: Lc3g:r l3 Is the area a potential problem area? Yes cp Plot ID: DQ VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cove cover Al-4 LV,J =' OAc- ZO - ) X) 4 C"� yr--� u6 J. T HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC: Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) _ < OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: No Rationale for Decision/Remarks: HYDROLOGY Is it the growing season: Z65> No Water Marks: Yes 9, Sediment Deposits: Yes Based on: _-A>9-t/6Y Drift Lines: Yes Drainage Patterns: Yes ClRip Dept. of inundation: — inches Oxidized Root (live roots)— Local Soil Survey: Yes No Channels <12 in. Yes (1 Depth to free water in pit: —7 inches FAC Neutral: ]le'� No Water -stained Depth to saturated soil: _C*2 inches vv Leaves: Yes Check all that apply & explain below: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? CeP No Rationale for decision/remarks: SOILS T , Map Unit Name 166ce . Drainage Class (Series & Phase) Field observations confirm Taxonomy (subgroup) Vri'UAft(G D f 31 mapped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, Drawring of soil (inches) (Munsell (Munsell size & contrast concretions, profile (match moist) moist) structure, etc. description) -a 2, 5 7 t c�-t,-,��%�� ---� 1 y Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High organic content in surface layer of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime Listed on Local Hydric Soils List _ K Reducing conditions Listed on National Hydric Soils List X Gleyed or low-chroma colors Other (explain in remarks) Hydric soils present'? es No Rationale for decision/remarks: L� C ORMU (A. � ?%�X Wetland Determination (circle) Hydrophytic vegetation present'? No Hydric soils present'? No Is the sampling point within a wetland? No Wetland hydrology resent? No _ Rationale/Remarks: NOTES: DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corns Wetland Delineation Atannall Project Site: - Date: Applicant/Owner: C r' y c F RfrrCv:,,.i Countv: V U_. State: ir�A lnvesti ator(s): S/T,R: j Do normal circumstances exist on the site? No Community ID. - Is the site significantly disturbed (atypical situation)? es (Sb Transect ID: WF-$ Is the area a potential problem area? Yes 49D Plot ID: DP- Z - vP VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cover cover 5 2 S �SD '" t1 J IS i HYDROPHYTIC VEGETATION INDICATORS: j1' lc o" % of dominants OBL, FACW, & FAC: 4 Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) �_ OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: ?fiDi No Rationale for Decision/Remarks: t� Injec;J'1� �! E'j�'{"lc�►J �ty oR, �,.�t'��, HYDROLOGY Is it the growing season: IM4 No Water Marks: Yes Sediment Deposits: Yes o Based on: Drift Lines: Yes W Drainage Patterns: Yes � Dept. of inundation: -- inches Oxidized Root (live roots) Local Soil Survey: Yes No Channels <1 Z in. Yes Depth to free water in pit: �b inches -------- FAC Neutral: Yes o Water -stained Depth to saturated soil: <<i inches Leaves: Yes Check all that apply & explain below: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? Yes Rationale for decision/remarks: fR111W1 Jt1'►t�'4rs� •it�Lisr.�10 SOILS 0 Map Unit Name C. (Series & Phase) Taxonomy (subgroup) q IT of i Drainage Class Field observations confirm mapped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture. Drawing of soil (inches) (Munsell (Munsell size & contrast concretions, profile (match moist) moist) structure, etc. description) o_ 3 -- -y 1 2.5' 1 C' /c�,ys r Z/ �� y 5a►as7 Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High organic content in surface laver of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime —�— Reducing conditions Listed on Local Hydric Soils List Listed on National Hydric Soils List >� Gleyed or low-chroma colon Other (explain in remarks) Hydric soils present? ) f! No Rationale for decision/remarks: l,o1J1'tk Q,X �TuRZS� Wetland Determination (circle) Hydrophytic vegetation present'? No Hydric soils present'? No Is the sampling point within a wetland? Yes Wetland hydrology resent? es o Rationale/Remarks: Nam" P�-�- � �FXC1�� ►�DK-�Tz�rz.5 ;��=� _ NOTES: DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 19R7 rnme WaHnnd ilalinanfOnn Ma. —IN Project Site:.I - 'Jr— Date: 03 2bog Applicant/Owner: (47,y OF RUT,i County: Kt►JGt State: 1->A Investigator(s): SST/R: Do normal circumstances exist on the site? es No Community ID: Is the site significantly disturbed (atypical situation)? Yes 4M�- Transect ID: W�' Is the area a potential problem area? Yes Q2) Plot ID: VEGETATION Dominant Plant Species Stratum Percent Indicator Dominant Plant Species Stratum Percent Indicator cover cover WS 5 r� - 20 �J 71 HI'DROPHYTIC VEGETATION INDICATORS: I % of dominants OBL, FACW, &. FAC: Y2 ' o Check all indicators that apply & explain below: Regional knowledge of plant communities Wetland Plant List (Natl or regional) i< OTHER Physiological or reproductive adaptations Morphological adaptations Technical literature Wetland plant data base Hydrophytic vegetation present: No Rationale for Decision/Remarks: HYDROLOGY Is it the growing season: No Water Marks: Yes c0e-�- Sediment Deposits: Yes Based on. Drift Lines: Yes d$1 Drainage Patterns: Yes (JW Dept. of inundation: inches Oxidized Root (live roots) Local Soil Survey: Yes No Channels <12 in. Yes 1Cj§ Depth to free water in pit: inches FAC Neutral: Yes Water -stained Depth to saturated soil: inches Leaves: YesT Check all that apply & explain below: Other: Stream, lake or gage data: Aerial photographs: Other: Wetland hydrology present? Yes Rationale for decision/remarks: ,,,,Ir�l,,C't3,Z,&-,,M p 121' o n c Z- SOILS Map Unit Name J-PpfLion-A 4� (Series & Phase) Drainage Class 5a/o I Field observations confirm 7 axonomy (subgroup) JiTPd,�-`DI(, i� 2��j/ mapped type? Yes No Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, DraN%ing of soil (inches) (Mansell (Munsell size & contrast concretions; profile (match moist) moist) structure, etc. description) o I— !b-Jto 30 yk Z / C)yr H}'dric Soil Indicators: (Check all that app]N,) Histosol Concretions Histic Epipedon High organic content in surface layer of sandy soils Sulfidic Odor Organic streaking in sandy soils Aquic moisture regime Listed on Local Hydric Soils List Reducing conditions Listed on National Hydric Soils List Gleyed or low-chroma colors Other (explain in remarks) Hydric soils present'? Yes Rationale for decision/remarks: I•lo I�IC�T�• ��"7�' Wetland Determination (circle) Hydrophytic vegetation present'? No Hydric soils present'? Yes dro? Is the sampling point within a wetland? Yes <il o Wetland hydrology resent'? Yes Rationale/Remarks: NOTES: � I;SAAdolfson J