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HomeMy WebLinkAboutSWP272117(2) HYDRAULIC PROJECT APPROVAL State of Washington WaNuAlud D �---of R.W.75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region 4 Office FISHaad 16018 Mill Creek Boulevard WOLN Mill Creek,Washington 98012 DATE OF ISSUE: September 22. 1998 LOG NUMBER: 00-D3606-04 At the request of,Ron Strata,on September 18, 1998,this Hydraulic Project Approval(HPA),which now supersedes all previous HPAs for this project,is a time extension and change of the original HPA issued May 18, 1998. PERMITTEE AUTHORIZED AGENT OR CONTRACTOR ity of Renton,Surface Water Utility Not Applicable TTENTION:Ron Straka 00 Mill Avenue South Renton,Washington 98055 425)277-5548 Pax: 425 235-2541 PROJECT DESCRIPTION: Install Permanent Culvert and Construct Fishway at The Inlet of the Culvert. PROJECT LOCATION: West Side of S.R. 167 where Southwest 23`"Street would go through if extended in an easterly direction. H WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 1 09.0006 Panther Creek Springbrook Creek SE 19 23 North 05 East King PROVISIONS 1. TIMIING LIMITATIONS• The project may begin June 1, 1998 and shall be completed by November 1, 1998. Revegetation per provision 14 shall be completed no later than April 1, 1999 ,and shall be monitored through October 15,2002. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist(AHB)listed below,by FAX or mail,of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name,project location,starting date for work,and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled," SR 167 8411 Ave. S. to S Grady Way Culvert Construction",dated May 2, 1998,and submitted to the Washington Department of Fish and Wildlife, except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. The culvert shall be installed and maintained to ensure unimpeded fish passage. 5. The culvert shall be placed on a flat gradient with the bottom of the culvert placed below the level of the streambed a minimum of 20 percent of the culvert diameter for a round culvert,and 20 percent of the culvert's rise for an elliptical culvert. The 20 percent placement below the streambed shall be measured at the culvert outlet. 6. The culvert shall be installed to maintain structural integrity to the 100-year peak flow with consideration of the debris likely to be encountered. 7. Fill associated with the culvert installation shall be protected from erosion to the 100-year peak flow. Page 1 of 4 HYDRAULIC PROJECT APPROVAL State of Washington �! -- &W. 75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region 4 Office FI9Had 16018 Mill Creek Boulevard 19IL LM Mill Creek,Washington 98012 DATE OF ISSUE: September 22. 1998 LOG NUMBER: 00-D3606-04 8. The culvert shall be installed and maintained to avoid inlet scouring and to prevent erosion of stream banks downstream of the project. 9. The culvert facility shall be maintained by the owner per RCW 75.20.060 to ensure continued,unimpeded fish passage. If the structure becomes a hindrance to fish passage,the owners shall be responsible for obtaining an Hydraulic Project Approval and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the owner. 10. The culvert shall be installed in the dry by constructing a sandbag dam or steel sheeting to isolate the work area from the wetlands at the upstream end of the fish ladder and downstream end of the culverts under East Valley Highway. Upon completion of all the work including the channel restoration at the outlet of the culvert the cofferdams may be removed. 11. Disturbance of the streambed and banks shall be limited to that necessary to place the culvert and any required channel modification associated with it. Affected streambed and bank areas outside the culvert and associated fill shall be restored to preproject configuration following installation of the culvert. Within one year of project completion, the banks shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center)and maintained as necessary for three years to ensure 80 percent survival. 12. Equipment used for this project shall operate stationed on bank. However equipment may operate on construction mats within the wetland to gain position to restore the inlet wetlands. 13. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion,all disturbed areas shall be protected from erosion using vegetation or other means. Within one year of project completion,the banks,including riprap areas,shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center)and maintained as necessary for three years to ensure 80 percent survival. 14. 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),operations shall cease and the Washington Department of Fish and Wildlife at(360)902-2601 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. 15. Erosion control methods shall be used to prevent silt-laden water from entering 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,and/or immediate mulching of exposed areas. 16. 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. 17. All waste material such as construction debris,silt, excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington d —R.W. 75.20.100 or R.W.75.20.108 Department of Fish and Wildlife Region 4 Office FfBEaaa 16018 Mill Creek Boulevard VDLN Mill Creek,Washington 98012 DATE OF ISSUE• September 22. 1998 LOG NUMBER: 00-D3606-04 18. 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. 19. Fresh concrete or concrete by-products shall not be allowed to enter the stream at any time during this project. All fors used for concrete shall be completely sealed to prevent the possibility of fresh concrete from getting into the stream. 20. All treated wood shall be professionally treated and completely cured prior to installation below the ordinary high water line to minimizes leaching into the water or substrate. The use of wood treated with creosote or pentachlorophenol is not authorized. 21. The fish habitat log structures shall be of fir,cedar,or other approved coniferous species. 22. The fish habitat structures shall be placed so that they are within the low flow channel. SEPA: EIS by City of Renton final on September 1997. APPLICATION ACCEPTED: May 11, 1998 \ ENFORCEMENT OFFICER: Peck 024 [P2] Philip Schneider (425)649-7084 for Director Area Habitat Biologist WDFW GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the pennittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. 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 or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. Page 3 of 4 HYDRAULIC PROJECT APPROVAL State of Washington n,, d - �--RW. 75.20.100 or&W. 75.20.108 Region gion4 Department of Fish and Wildlife R 4 Office FISH and 16018 Mill Creek Boulevard MILM Mill Creek,Washington 98012 DATE OF ISSUE: September 22. 1998 LOG NUMBER: 00-D3606-04 All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 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 permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A 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 75.20.100, 75.20.103,75.20.106,AND 75.20.160: 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 HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concems to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,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 HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its 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 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (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,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAL APPEAL"and shall be RECEIVED DURING OFFICE HOURS by the Department 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 75.20.103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA 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. 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. Page 4 of 4 Mom DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS P.O. Box 3755 SEATTLE,WASHINGTON 98124-2255 REPLY TO ATTENTION OF Regulatory Branch JAN 13 1998 J4 1v ,AN 13 1999 i 1 Scott Woodbury rIPR IV Renton Surface Water Utility � DeDt 200 Mill Avenue South Renton, Washington 98055 Reference : 98-4-00001 Renton Surface water Utility Dear Mr. Woodbury: A nationwide permit (NWP) authorizes the culvert replacement and 4600 square feet of wetland and streambed excavation associated with various efforts to improve fish passage in the Panther Creek system. The work is in the Panther Creek watershed in Renton, Washington, and was the subject of your recent application for a Department of the Army permit. we assigned file number 98-4-00001 to the application, which you should use in any further correspondence with us about the work. The regulations which govern our permit program contain a series of NWPs. Each NWP authorizes a specific category of work, provided certain conditions are met. NWP 27 (Federal Register, December 13, 1996, Vol . 61, No. 241) authorizes various categories of "Wetland and Riparian Restoration and Creation Activities. " Enclosed is the entire text of NWP 27 (Enclosure 1) . The regional conditions and certification requirements at the end of Enclosure I must be met. Enclosure 2 is a set of special conditions that apply to all NWPs . This verification that NWP 27 authorizes the Panther Creek riparian restoration activities will be valid for 2 years from the date of this letter, unless NWP 27 is modified or revoked at an earlier date . If the project meets the enclosed conditions, you will need no further authorization from us for the work. You must still comply with other state and local requirements which may pertain to the project . when the project has been completed, please fill out and return the enclosed compliance statement (enclosure 3) . If you have any questions, please contact Mr. Jack Kennedy at telephone (206) 764-6907 . S ' ereely, o rt H. bert Martin Chief, Application Review Section Enclosures 27. WETLAND AND RIPARIAN RESTORATION AND CREATION ACTIVITIES. Activities in waters of the United States associated with the restoration of former non-tidal wetlands and riparian areas, the enhancement of degraded wetlands and riparian areas, and creation of wetlands and riparian areas; (i) On non-Federal public lands and private lands, in accordance with the terms and conditions of a binding wetland restoration or creation agreement between the landowner and the U.S. Fish and Wildlife Service or the NRCS or voluntary wetland restoration, enhancement, and creation actions documented by the NRCS pursuant to the NRCS regulations; or (ii) On any Federal land; or (iii) On reclaimed surface coal mined lands, in accordance with a Surface Mining Control and Reclamation Act permit issued by the Office of Surface Mining or the applicable state agency. (The future reversion does not apply to wetlands created, restored or enhanced as mitigation for the mining impacts, nor naturally due to hydrologic or topographic features, nor for a mitigation bank.); or (iv) On any public or private land, provided the permittee notifies the District Engineer in accordance with the "Notification" general condition. Such activities include, but are not limited to: installation and maintenance of small water control structures, dikes, and berms; backfilling of existing drainage ditches; removal of existing drainage structures; construction of small nesting islands; plowing or discing for seed bed preparation; and other related activities. This NWP applies to restoration projects that serve the purpose of restoring "natural' wetland hydrology, vegetation, and function to altered and degraded non-tidal wetlands and "natural' functions of riparian areas. This NWP does not authorize the conversion of natural wetlands to another aquatic use, such as creation of waterfowl impoundments where a forested wetland previously existed. Reversion. For restoration, enhancement and creation projects conducted under paragraphs (ii) and (iv), this NWP does not authorize any future discharge of dredged or fill material associated with the reversion of the area to its prior condition. In such cases a separate permit at that time would be required for any reversion. For restoration, enhancement and creation projects conducted under paragraphs (i) and (iii), this NWP also authorizes any future discharge of dredged or fill material associated with the reversion of the area to its documented prior condition and use (i.e., prior to the restoration, enhancement, or creation activities) within five years after expiration of a limited term wetland restoration or creation agreement or permit, even if the discharge occurs after this NWP expires. The five year reversion limit does not apply to agreements without time limits reached under paragraph (i). Enclosure 1 The'prior condition will be documented in the original agreement or permit, and the determination of return to prior conditions will be made by the Federal agency or appropriate State agency executing the agreement or permit. Prior to any reversion activity the permittee or the appropriate Federal or State agency must notify the District Engineer and include the documentation of the prior condition. Once an area has reverted back to its prior physical condition, it will be subject to whatever the Corps regulatory requirements will be at that future date. (Sections 10 and 404) Notification Requirement -- Yes. See National General Condition #13 - Notification, for requirements. Regional Conditions -- 1. Wetland restoration is not authorized in areas falling under the designation of a Federal Superfund site (Comprehensive Environmental Response, Compensation and Liability Act), hazardous waste clean-up site (Resource Conservation and Recovery Act), or State clean-up site (Model Toxics Control Act). 2. Restoration proposed in documented habitat for State-listed endangered, threatened, or sensitive animal species must be beneficial to those listed species present. Puyallup Tribe 401 Certification -- Denied without prejudice. An individual 401 Certification is required for all Section 404 activities. EPA and State 401 Certification -- Partially denied without prejudice. An individual 401 Certification is required for the following: 1. Discharges of dredged Cr fill ,material associated with the reversion of a restored wetland to its prior condition and use, or, 2. Impacts to waters of the U.S. adversely affecting more than 113 (one-third) acre. CZM Consistency Response -- Partially denied without prejudice subject to the 401 Certification conditions. An individual CZM Consistency Response must be obtained for projects requiring individual 401 Certification and located within counties in the coastal zone. -2- NATIONAL GENERAL CONDITIONS FOR ALL NATIONWIDE PERMITS The following general conditions must be followed in order for any authorization by a NWP to be valid. These apply to all NWPs. 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Erosion and Siltation Controls. Appropriate erosion and siltation controls must be used and maintained in effective operating condition during construction, and all exposed soil and other Fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. 4. Aquatic Life Movements. No activity may substantially disrupt the movement of those species of aquatic life indigenous to the waterbody, including those species which normally migrate through the area, unless the activity's primary purpose is to impound water. 5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions which may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the State or tribe in its 401 Certification. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a "study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely effect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service.) 8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality Certification. In certain states, an individual 401 Certification must be obtained or waived (see 33 CFR 330.4(c)). Enclosure 2 10. Coastal Zone Management. In certain states, an individual CZM Consistency Concurrence must be obtained or waived (see Section 330.4(d)). 11. Endangered Species. a. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act, or which is likely to destroy or adversely modify the critical habitat of such species. Non-Federal permittees shall notify the District Engineer if any listed species or critical habitat might be affected or is in the vicinity of the project, and shall not begin work on the activity until notified by the District Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized. b. Authorization of an activity by a nationwide permit does not authorize the take of a threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of separate authorization (e.g., a Federal Endangered Species Act Section 10 Permit, a Biological Opinion with incidental take provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and non-lethal takes of protected species are in violation of the Endangered Species Act. Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S. Fish and Wildlife Service and National Marine Fisheries Service or their world wide web pages at http://www.fws.gov/—r9endspp/endspp.html and http://kingfrsh.ssp.mnfs.gov/tmcintyr/prot_res.html #ES and Recovery, respectively. NOTE: See Regional General Condition 6 and 7 for details on regional conditions for threatened and endangered species. 12. Historic Properties. No activity which may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR Part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). 13. Notification. Already fulfilled in this case. 14. Compliance Certification. Every permittee who has received a Nationwide permit verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a. A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b. A statement that any required mitigation was completed in accordance with the permit conditions; c. The signature of the permittee certifying the completion of the work and mitigation. 15. Multiple Use of Nationwide Permits. In any case where any NWP number 12 through 40 is combined with any other NWP number 12 through 40, as part of a single and complete project, the permittee must notify the District Engineer in accordance with paragraphs a, b, and c on the Notification General Condition number 13. Any NWP number 1 through 11 may be combined with any other NWP without notification to the Corps, unless notification is otherwise required by the terms of the NWPs. As provided at 33 CFR 330.6(c) two or more different NWPs can be combined to authorize a single and complete project. However, the same NWP cannot be used more than once for a single and complete project. NATIONAL GENERAL CONDITIONS FOR ALL SECTION 404 NATIONWIDE PERMITS In addition to the General Conditions, the following conditions apply only to activities that involve the discharge of dredged or fill material into waters of the U.S., and must be followed in order for authorization by the NWPs to be valid: 1. Water supply intakes. No discharge of dredged or fill material may occur in the proximity of a public water supply intake except where the discharge is for repair of the public water supply intake structures or adjacent bank stabilization. 2. Shellfish production. No discharge of dredged or fill material may occur in areas of concentrated shellfish production, unless the discharge is directly related to a shellfish harvesting activity authorized by NWP 4. 3. Suitable material. No discharge of dredged or fill material may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.,) and material discharged must be free from toxic pollutants in toxic amounts (see Section 307 of the Clean Water Act). 4. Mitigation. Discharges of dredged or fill material into waters of the United States must be minimized or avoided to the maximum extent practicable at the project site (i.e., on-site), unless the District Engineer approves a compensation plan that the District Engineer determines is more beneficial to the environment than on-site minimization or avoidance measures. 5. Spawning areas. Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. 6. Obstruction of high flows. To the maximum extent practicable, discharges must not permanently restrict or impede the passage of normal or expected high flows or cause the relocation of the water (unless the primary purpose of the fill is to impound waters). 7. Adverse effects from impoundments. If the discharge creates an impoundment of water, adverse effects on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the maximum extent practicable. 8. Waterfowl breeding areas. Discharges into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 9. Removal of temporary fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. S G s �n T� � AL > e M n /7 t; 1/tsMrL �pN G1"l' i�e . CERTIFICATION OF COMPLIANCE WffH DEPARTMENT OF THE ARMY PERMIT Permit Number: 98-4-00001 Name of Permittee: Renton Surface Water Utilities Date of Issuance: 12 January 1998 Upon completion of the activity authorized by this permit, sign this certification and return it to the following address : Department of the Army U.S . Army Corps of Engineers Seattle District, Regulatory Branch Post Office Box 3755 Seattle, WA 98124 Please note that your permitted activity is subject to a compliance inspection by an U. S. Army Corps of Engineers representative. If you fail to comply with your authorization, your project is subject to suspension, modification, or revocation. The work authorized by the above referenced permit has been completed in accordance with the terms and conditions of your permit . The mitigation required (not including monitoring) by the above referenced permit has been completed in accordance with the terms and conditions of your permit . Date Signature of Permittee Enclosure 3 206-762-2356 MERLINO CONSTRUCTION 017 P01 MAY 06 '90 09:50 FAX TRANSMITTAL DATE: T/�j� TOTAL PAGES: � = TO: �� (INCLUDING COVER SHEET) IT/t- h/ FROM: Lai ATTN: FAXED BY: OUR FAX NUMBER: 763-4178 REMARKS: IFALL PAGESINDICATED ARE NOT RECEIVED, PLEASE CALL OUR OFFICE. IF THIS FAX WAS RECEIVED IN ERROR, PLEASE CONTACT OUR OFFICE AS SOON AS POSSIBLE. THANK YO U 206-762-235E MERLINO CONSTRUCTION 817 P02 MAY 06 '96 09:56 THE CITY OF RENTON DEPARTMBNT OF PLANNINGBUILDINGiPUBLIC WORKS FOURTHFLOOR 200 MILL AVENUE SOUTH RENTON, WASHINOTON 99055-2189 FAX: 235.2541 To: Gary Merlin Company: Strada Da Valle Phone: Fax.- From: Scott Woodbury Phone: 425-277-5547 Fax: 425-235-2541 Date: 4/2348 Pages incl this cover page: 1 PROPOSED WORK WITHN DRAINAGE EASEMENT GRANTED TO THE CITY FROM STRADA DA VALLE This fax is to confirm what we discussed yesterday regarding restoration of the existing lawn adjacent to and north of the parking lot for the Strada Da Valle development at SW 23rd Street and East Valley Road The existing lawn is irregular in shape with a portion actually extending over 25 feet into the drainage easement granted to the City by Strada Da Valle in 1991. Per our discussion, the lawn will be temporarily removed to install a duper cbannel within the drainage easement and to cons"et a new culvert across SR-167 from the upstream e34 of The deepened channel. The construction will be accomplished this summer under a c:onstmtction contract with the Washington State Department of Tramsportation scbeduled for advertisement in early Ium, When construction is completed a lU-foot width of the lawn will be restored by lowing sod adjacent to the puking lot at the sumo grade as the existing lawn. Please indicate your agreement with otu proposal to restore the ID-foot width of lawn by signing in the space provided below. Please fax a signed copy to me at 425-235.2541. Strada Da Valle �Signature rn Date _ _ I ` C 122 L 1 tva type or print name —' Thank you for your help. If you have any questions, plowc comma Me at 425-277.5547. THE CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: 235-2541 To: Mike Giseburt Company: RW Beck Phone: 206-695-4607 Fax: 206-695-4701 From: Ron Straka Company: City of Renton Phone: 425-277-5548 Fax: 425-235-2541 Date: 05/20/98 Pages including this cover page: 5 Comments: Attached is the Hydraulic Project Approval (HPA) Permit for the Washington State Department of Fisheries for the SR-167 Culvert Crossing Project at SW 23rd St. Please review the HPA to ensure that your work complies with the conditions. Call me if you have any questions. THE CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: 235-2541 J To: Manny Quintero Company: WSDOT Phone: 206-440-4570 Fax: 206-440-4805 From: Ron Straka Company: City of Renton Phone: 425-277-5548 Fax: 425-235-2541 Date: 05/20/98 Pages including this cover page: 5 Comments: Attached is the Hydraulic Project Approval (HPA) Permit for the Washington State Department of Fisheries for the SR-167 Culvert Crossing Project at SW 23rd St. Please review the HPA to ensure that your work complies with the conditions. Now that we have the permit, could we at least include the channel work between East Valley Road and SR-167 in the initial bid advertisement for the culvert crossing and only do an addendum for the fish ladder? We could have an agreement executed before the bid opening. If needed, I could send a letter to WSDOT saying that the City will pay for the channel and fish ladder before you go to bid. If we didn't have the agreement executed prior to the bid opening, then WSDOT could not award the schedule of prices that includes the City's work. Discuss this with John Johnson. Call me if you have any questions. HYDRAULIC PROJECT APPROVAL state of Washington u ,f —P—W. 75.20.100 or R.W.7i5.20.108 Department of Fish and wildlife v Region 4 Office FISH"d 16018 Mill Creek Boulevard WOLN i r.'b Mill Creek,Washington 98012 DATE OF ISSUE: MU 18 1998, LOG NUMBER: 00-D3606-02 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR ity of Renton, Surface Water Utility Not Applicable TTENTION:Ron Straka 00 Mill Avenue South Kenton,Washington 98055 425)277-5548 ax: 425 235-2541 PROJECT DESCRIPTION: Install Permanent Culvert and Construct Fishway at The Inlet of the Culvert. PROJECT LOCATION: West Side of S.R. 167 where Southwest 23'Street would go through if extended in an easterly direction. WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 1 09.0006 Panther Creek Springbrook Creek SE 19 23 North 05 East King PROVISIONS 1. TINIING LIMITATIONS: The project may begin June 1, 1998 and shall be completed by October 15, 1998. Revegetation per provision 14 shall be completed no later than April 1, 1999 , and shall be monitored through October 15, 2002. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist(AHB)listed below,by FAX or mail,of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name,project location,starting date for work,and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled," SR 167 84'Ave. S.to S Grady Way Culvert Construction",dated May 2, 1998,and submitted to the Washington Department of Fish and Wildlife,except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. The culvert shall be installed and maintained to ensure unimpeded fish passage. 5. The culvert shall be placed on a flat gradient with the bottom of the culvert placed below the level of the streambed a minimum of 20 percent of the culvert diameter for a round culvert, and 20 percent of the culvert's rise for an elliptical culvert. The 20 percent placement below the streambed shall be measured at the culvert outlet. 6. The culvert shall be installed to maintain structural integrity to the 100-year peak flow With consideration of the debris likely to be encountered. 7. Fill associated with the culvert installation shall be protected from erosion to the 100-year peak flow. Page 1 of 4 HYDRAULIC PROJECT APPROVAL State of Washington DWbAerd of —RW. 75.20.100 or RW. 75.20.108 Region e Department of Fish and Wildlife Regiongion 4 4 Office FfSHa.d 16018 Min Creek Boulevard 1Qjf LM Mill Creek,Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-D3606-02 8. The culvert shall be installed and maintained to avoid inlet scouring and to prevent erosion of stream banks downstream of the project. 9. The culvert facility shall be maintained by the owner per RCW 75.20.060 to ensure continued,unimpeded fish passage. If the structure becomes a hindrance to fish passage,the owners shall be responsible for obtaining an Hydraulic Project Approval and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the owner. 10. The culvert shall be installed in the dry by maintaining a plug at the upstream end of the fish ladder and downstream end of the culverts under East Valley Highway. Upon completion of all the work including the channel restoration at the outlet of the culvert the downstream plug shall be removed and than the upstream plug removed. 11. Disturbance of the streambed and banks shall be limited to that necessary to place the culvert and any required channel modification associated with it. Affected streambed and bank areas outside the culvert and associated fill shall be restored to preproject configuration following installation of the culvert. Within one year of project completion,the banks shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center) and maintained as necessary for three years to ensure 80 percent survival. 12. Equipment used for this project shall not enter or operate below the ordinary high water line. 13. Equipment used for this project shall operate stationed on bank 14. Alteration or disturbance of the bank and Bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion, all disturbed areas shall be protected from erosion using vegetation or other means. Within one year of project completion,the banks,including riprap areas, shall be revegetated With native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center) and maintained as necessary for three years to ensure 80 percent survival. 15. 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),operations shall cease and the Washington Department of Fish and Wildlife at(360)902-2601 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. 16. Erosion control methods shall be used to prevent silt-laden water from entering 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, and/or immediate mulching of exposed areas. 17. 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. 18. All waste material such as construction debris, silt,excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington WAUUM 75.20.100 or RW. 75.20.108 Department of Fish and Wildlife Do~of Region 4 Office FISH ad 16018 Mill Creek Boulevard WOM NM Creek,Washington 98012 DATE OF ISSUE• Ma 118 1998. LOG NUMBER: 00-D3606-02 19. 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. 20. Fresh concrete or concrete by-products shall not be allowed to enter the stream at any time during this project. All forms used for concrete shall be completely sealed to prevent the possibility of fresh concrete from getting into the stream. 21. All treated wood shall be professionally treated and completely cured prior to installation below the ordinary high water line to minimize leaching into the water or substrate. The use of wood treated with creosote or pentachlorophenol is not authorized. 22. The fish habitat log structures shall be of fir,cedar, or other approved coniferous species. 23. The fish habitat structures shall be placed so that they are within the low flow channel. SEPA: EIS by City of Renton final on September 1997. APPLICATION ACCEPTED: May 11, 1998 ENFORCEMENT OFFICER: Boone 030 [P2] Philip Schneider (425) 391-4365 for Director Area Habitat Biologist WDFW GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. 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 or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. Page 3 of 4 State of Washington HYDRAULIC PROJECT APPROVAL Department of Fish and Wildlife of W. 75.20.100 or R.W. 75.20.108 Region 4 Office FISH.w 16018 Mill Creek Boulevard WO1N Mill Creel,Washington 98012 DATE OF ISSUE• May 18 1998, LOG NUMBER: 00-D3606-02 All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 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 permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20,130. APPEALS GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A IIYDRAULIC PROJECT APPROVAL,THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS(WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, 75.20.103,75,20.106,AND 75.20.160: 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 HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,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 HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its 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 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (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,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Departmem 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 75.20.103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA 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 TI1VfE D. FAILURE TO APPEAL WITHIN RIGHTS. IF THERE IS No TIMELY EREQUEST FOR AN PERIODS APPEAL,THE DEPARTMENT ACTION ON SHALL BE FINAL AND UNAPPEALABLE. Page 4 of 4 HYDRAULIC PROJECT APPROVAL State of Washington d --,--R.W. 75.20.100 or R.W.75.20.108 Department of Fish and Wildlife Region 4 Office FfBHaad 16018 Mill Creek Boulevard IfII,(1LN i i,i Mill Creek,Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-D3606-02 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR ity of Renton,Surface Water Utility Not Applicable TTENTION:Ron Straka 00 Mill Avenue South Zeriton,Washington 98055 425)277-5548 ax: 425 235-2541 PROJECT DESCRIPTION: Install Permanent Culvert and Construct Fishway at The Inlet of the Culvert. PROJECT LOCATION: West Side of S.R. 167 where Southwest 23`d Street would go through if extended in an easterly direction. 0 WRIA WATER BODY TRIBUTARY TO 114 SEC. SEC. TTWNSHII RANGE COUNTY 1 09.0006 Panther Creek Springbrook Creek SE 19 23 North 05 East King PROVISIONS 1. TIIVIING LIMITATIONS• The project may begin June 1, 1998 and shall be completed by October 15, 1998. Revegetation per provision 14 shall be completed no later than April 1, 1999 , and shall be monitored through October 15, 2002. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist(AHB)listed below,by FAX or snail,of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name,project location, starting date for work,and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled," SR 167 84te Ave. S.to S Grady Way Culvert Construction",dated May 2, 1998, and submitted to the Washington Department of Fish and Wildlife,except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. The culvert shall be installed and maintained to ensure unimpeded fish passage. The culvert shall be placed on a flat gradient with the bottom of the culvert placed below the level of the streambed a l/ minimum of 20 percent of the culvert diameter for a round culvert,and 20 percent of the culverfs rise for an elliptical culvert. The 20 percent placement below the streambed shall be measured at the culvert outlet. 6. The culvert shall be installed to maintain structural integrity to the 100-year peak flow with consideration of the debris likely to be encountered. 7. Fill associated with the culvert installation shall be protected from erosion to the 100-year peak flow. Page 1 of 4 HYDRAULIC PROJECT APPROVAL State of Washington ,t --,--RW. 75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region 4 Office F10=4 16018 Wit Creek Boulevard UUM Mill Creek,Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-D3606-02 8. The culvert shall be installed and maintained to avoid inlet scouring and to prevent erosion of stream banks downstream of the project. 9. The culvert facility shall be maintained by the owner per RC W 75.20.060 to ensure continued,unimpeded fish passage. If the structure becomes a hindrance to fish passage,the owners shall be responsible for obtaining an Hydraulic Project Approval and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the owner. 10. The culvert shall be installed in the dry by maintaining a plug at the upstream end of the fish ladder and downstream end of the culverts under East Valley Highway. Upon completion of all the work including the channel restoration at the outlet of the culvert the downstream plug shall be removed and than the upstream plug removed. 11. Disturbance of the streambed and banks shall be limited to that necessary to place the culvert and any required channel modification associated with it. Affected streambed and bank areas outside the culvert and associated fill shall be restored to preproject configuration following installation of the culvert. Within one year of project completion,the banks shall be revegetated With native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center)and maintained as necessary for three years to ensure 80 percent survival. 12 Equipment used for this project shall not enter or operate below the ordinary high water line. Equipment used for this project shall operate stationed on bank 14. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion, all disturbed areas shall be protected from erosion using vegetation or other means. Within one year of project completion,the banks, including riprap areas, shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center) and maintained as necessary for three years to ensure 80 percent survival. 15. 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), operations shall cease and the Washington Department of Fish and Wildlife at(360)902-2601 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. 16. Erosion control methods shall be used to prevent silt-laden water from entering 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,and/or immediate mulching of exposed areas. 17. 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. 18, All waste material such as construction debris,silt,excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington ,t ---�R.W. 75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region A Office F13Hasa 16018 Mill Creek Bonlevard WOLN Mill Creek Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-D3606-02 19. 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. 20. Fresh concrete or concrete by-products shall not be allowed to enter the stream at any time during this project. All forms used for concrete shall be completely sealed to prevent the possibility of fresh concrete from getting into the stream. 21. All treated wood shall be professionally treated and completely cured prior to installation below the ordinary high water line to minimize leaching into the water or substrate. The use of wood treated with creosote or pentachlorophenol is not authorized. 22. The fish habitat log structures shall be of fir, cedar,or other approved coniferous species. 23. The fish habitat structures shall be placed so that they are within the low flow channel. SEPA: EIS by City of Renton final on September 1997. APPLICATION ACCEPTED: May 11, 1998 \\ ENFORCEMENT OFFICER: Boone 030 [P2] Philip Schneider (425) 391-4365 for Director Area Habitat Biologist VVDF' GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. 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 or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. Page 3 of 4 HYDRAULIC PROJECT APPROVAL State of Washington �------RW. 75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region 4 Office F($$ad 16018 Mill Creek Boulevard }I,pLO MI Creek,Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-23606-02 All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 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 permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROTECT APPROVAL;THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS(WAC 220-I10-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, . 75.20.103,75.20,106,AND 75.20.160: 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 HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,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 HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its 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 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (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 APPEP.L shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAL APPEAL"and shall be RECEIVED DURING OFFICE HOURS by the Department 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 75.20.103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA 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. 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. Page 4 of 4 HYDRAULIC PROJECT APPROVAL State of Washington ' —R.W. 75.20.100 or R.W. 75.20.108 Region 4 of of Fish and Wildlife Region 4 Office FISH and 16018 Min Creek Boulevard WMDLffg "}� NMI Creek,Washington 98012 DATE OF ISSUE: May 18 1998. Vull1( 2+ lJ � LOG NUMBER: 00-D3606-02 �iTY OF RE`1TON Engineering �ePt. PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Renton,Surface Water Utility Not Applicable TTENTION:Ron Straka 00 Mill Avenue South Renton,Washington 98055 425)277-5548 ax: 425 235-2541 PROJECT DESCRIPTION: Install Permanent Culvert and Construct Fishway at The Inlet of the Culvert. PROJECT LOCATION: West Side of S.R. 167 where Southwest 23'Street would go through if extended in an easterly direction. q WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHH' RANGE COUNTY 1 09.0006 Panther Creek Springbrook Creek SE 19 23 North 05 East King PROVISIONS 1. TIMING LIMITATIONS: The project may begin June 1, 1998 and shall be completed by October 15, 1998. Revegetation per provision 14 shall be completed no later than April 1, 1999 , and shall be monitored through October 15,2002. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist(AHB)listed below,by FAX or mail, of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name,project location, starting date for work, and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled," SR 167 84'Ave. S.to S Grady Way Culvert Construction", dated May 2, 1998, and submitted to the Washington Department of Fish and Wildlife,except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. The culvert shall be installed and maintained to ensure unimpeded fish passage. 5. The culvert shall be placed on a flat gradient with the bottom of the culvert placed below the level of the streambed a minimum of 20 percent of the culvert diameter for a round culvert, and 20 percent of the culvert's rise for an elliptical culvert. The 20 percent placement below the streambed shall be measured at the culvert outlet. 6. The culvert shall be installed to maintain structural integrity to the 100-year peak flow with consideration of the debris likely to be encountered. 7. Fill associated with the culvert installation shall be protected from erosion to the 100-year peak flow. Page 1 of 4 HYDRAULIC PROJECT APPROVAL State of Washington awa 4 �------R.W. 75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region d Office F1SH aM 16018 Mill Creek Boulevard { 1 Mill Creek Washington 98012 DATE OF ISSUE: MU 18 1998, LOG NUMBER: 00-D3606-02 8. The culvert shall be installed and maintained to avoid inlet scouring and to prevent erosion of stream banks downstream of the project. 9. The culvert facility shall be maintained by the owner per RCW 75.20.060 to ensure continued,unimpeded fish passage. If the structure becomes a hindrance to fish passage,the owners shall be responsible for obtaining an Hydraulic Project Approval and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the owner. 10. The culvert shall be installed in the dry by maintaining a plug at the upstream end of the fish ladder and downstream end of the culverts under East Valley Highway. Upon completion of all the work including the channel restoration at the outlet of the culvert the downstream plug shall be removed and than the upstream plug removed. If. Disturbance of the streambed and banks shall be limited to that necessary to place the culvert and any required channel modification associated with it. Affected streambed and bank areas outside the culvert and associated fill shall be restored to preproject configuration following installation of the culvert. Within one year of project completion,the banks shall be revegetated With native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center)and maintained as necessary for three years to ensure 80 percent survival. 12. Equipment used for this project shall not enter or operate below the ordinary high water line. 13. Equipment used for this project shall operate stationed on bank 14. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion, all disturbed areas shall be protected from erosion using vegetation or other means. Within one year of project completion,the banks, including riprap areas, shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet(on center)and maintained as necessary for three years to ensure 80 percent survival. 15. 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),operations shall cease and the Washington Department of Fish and Wildlife at(360) 902-2601 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. 16. Erosion control methods shall be used to prevent silt-laden water from entering 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, and/or immediate mulching of exposed areas. 17. 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. 18. All waste material such as construction debris,silt,excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington t wuhw�prQo e1 —R,W. 75.20.100 or R.W. 75.20.108 Region 4 Department or Fish and Wildlife Region 4 nt of FISH ad 16018 Mill Creek Boulevard WOLN Milt Creek,Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-1313606-02 19. 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. 20. Fresh concrete or concrete by-products shall not be allowed to enter the stream at any time during this project. All forms used for concrete shall be completely sealed to prevent the possibility of fresh concrete from getting into the stream. 21. All treated wood shall be professionally treated and completely cured prior to installation below the ordinary high water line to minimize leaching into the water or substrate. The use of wood treated with creosote or pentachlorophenol is not authorized. 22. The fish habitat log structures shall be of fir, cedar, or other approved coniferous species. 23. The fish habitat structures shall be placed so that they are Within the low flow channel. SEPA: EIS by City of Renton final on September 1997. APPLICATION ACCEPTED: May 11, 1998 ENFORCEMENT OFFICER: Boone 030 [P21 Philip Schneider (425)391-4365 for Director 4krea Habitat Biologist WDFW GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the pemrittee and operator(s)performing the work. This EPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. 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 or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. Page 3 of 4 HYDRAULIC PROJECT APPROVAL State of Washington A MMof --�-�-ILW. 75.20.100 or R.W. 75.20.108 Department of Fish and Wildlife Region 4 Office FISHaad 16018 Mill Creek Boulevard {9ULN Min Creek,Washington 98012 DATE OF ISSUE: May 18 1998, LOG NUMBER: 00-D3606-02 All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 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 permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the pemrittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A 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 75.20.100, . 75.20.103,75.20.106,AND 75.20.160: 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 HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,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 HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its 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 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (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,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department 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 75.20.103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA 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. 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. Page 4 of 4 �, ,T , CITY OF RENTON MALL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 11, 1998 Phil Schneider, Area Habitat Biologist 22516 SE 64th PL- STE 300, Bldg E Issaquah, WA 98027-8991 SUBJECT: SR-167 CULVERT MODIFICATION PROJECT HYDRAULIC PROJECT APPLICATION-WDFW CONTROL NO. 00-D0800, WIRA NO. 090006 Dear Mr. Schneider: Per our phone conversation on May 7, 1998, enclosed is the following information for the above referenced project: I. WSDOT SR-176 (84th Ave S to S Grady Way) Culvert Construction Plans (DI-Drainage Plan, DPI-Culvert Profile, DP2-Ditch Profile, DP3-Fish Ladder Profile, L1-Planting/Habitat Enhancement Plan, L2-Planting Plan and Details) 2. Draft Fish Ladder Plan, Profile and details that were reviewed and approved by Bob Barnard at the WDFW Olympia office. Please issue the Hydraulic Project Approval (HPA) permit for the installation of a 72-inch culvert and associated channel improvements and the construction of a fish ladder in the area of SW 23rd St and SR-167 in Renton. WSDOT will be constructing the project. WSDOT has indicated that if the culvert portion of the project is not advertised by June I st, the funding for the new culvert under SR- 167 will be lost. WSDOT will not advertise the project for construction bids unless the permits for the project are obtained. 'If the WSDOT funding is lost this year, the project funding would have to be reprogrammed for a future year, or the WSDOT could decide to terminate the project. The City of Renton will be funding the construction of the fish ladder upstream of the proposed new WSDOT culvert under SR-167 and the channel improvements downstream of the culvert. WSDOT will advertise the project for one month. The channel work and upstream fish ladder will be included in the WSDOT bid advertisement or added to the bid as an addendum prior to the end of the one month advertisement period. As 1 mentioned in our telephone conversation, the City has hired a consultant (R. W. Beck, Inc.) to prepare the construction plans and specifications for the fish ladder. The construction plans for the fish ladder will be based upon the draft plans and details that were reviewed and approved by Bob Barnard in the WDFW Olympia office. The consultant is adding additional information that is needed for the construction of the fish ladder. The final construction plans for the fish ladder will be re-submitted for your review once they are completed later this month. In order to provide the HPA permit to WSDOT in time for them to meet the June I st advertisement deadline, the HPA permit is needed early in the week of May 25th, if possible. I appreciate your assistance regarding this matter. If you have any questions, please contact Ine at 425-277-5548. Sincerely inc Ronald J. Saka, P.E., Utility Engineering Supervisor Surface Water Utility CC: Manny Quintero-WSDOT Ron Olsen tI WIVISION.MUTILITIE.S\DO" 'enue South - Renton, Washington 98055 ®i is Paper contains W%recycled material,20%post consumer To23N , 9 Ro5E4, WoMa coiry OF RENTOO M O p DRAINAGE EASEMENT ' EQ�A7IGN �a - TEMP. CONST. C O EASEMENT C SEE SHEET DP2 TEMP. CONST. a ASEMEHT N `J ^�^'"•rn 1 I i ✓,Jr_ _____� _ I 1 ' 1 �� q 1 W11 a n _____�__� 10' W�L r --___ EAST VALLEY ROAD WETLAND P-3 (W-48D1 - --�%• -- ,_� n ... .,v. :1 O ,v.. .w. .w• .w. .w. .�,. .w. .w. y.. .�. .w. u� .u<. .w. .w. .,�. .,,.. .u.. .,u. � ilu. �,. �Ir. �,, .w. rv. .w. _� . .w_} '"''. �- - . +v.� . . -•;7 r .w. .w. 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ENCR. 98WO18 Department of Transportation T REGIONAL ADM. canlucr•o. 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ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 167 DP3 DESIGNED BY 10 WASH Ailok 84th Ave S to S Grady Way ENTERED BY V�rF Washington State AP Department of Transportation DATE DATE REVISION By FISH LADDER PROFILE WETS _ Y t LEGEND: L USE WETLAND SEED MIX BELOW m NOTES: ,) ELEVATION 10.00 WITHIN CONSTURCTED El© WESTERN RED CEDAR TO BE PLACED A MINIMUM CHANNEL s 200 S.Y. a OF 20' FROM THE EXISTING GAURDRAIL AND 30' FROM EAST VALLEY ROAD. 300-RED OSIER DOGWOOD °u 300-SITKA WILLOW LIVE STAKES o SEE SECTION B-02.3(6) OF THE STANDARD i - 10-VESTERN RED CEDAR SPECIFICATION. RED-OSIER DOGWOOD AND SITKA WILLOW TO BE ® REPLACE EXISTING LAWN WITH SOD PLANTED AT 3' O.C. (3 110 S.Y.X ® WESTERN RED CEDAR TO BE PLANTED AT 25' DIAMETER RBITAT STRUCTURES 10'X12-INCH O.C. WITH ROOT WAD. FOR GRADING IN THIS AREA, SEE SHEET DP2. ® REFERENCED NOTE NUMBER - © 55 C.Y. COMPOST TO BE APPLIED WITHIN 2-TREE STUMP HABITAT STRUCTURES (18-INCH DIA. PLANTING AREA, THIS SHEET. STUMP). WETLAND SEED MIX TO BE INSTALLED BETWEEN IMMEDIATELY WETLANOFOLLOWING S EDT MICONSTRUCT ION. ER LEVEL IN CHANNEL ---- �TF �EASEMENT-AQETE. - � I 16' 0 L i 'i------------ PROPORTION BY PERCENT PERCENT O - 4,5 6 4,5 9 - FESCUE CREEPING RED q0% 98% 90% ----- - ------ WEIGHT ,' S � �, ` �•� PURITY GERMINATION - ---- --- ---- �._ mAGROSOT IS ALBA> ---- --- ----- - 10' W DTH OF WN �_ li 20 0 L ° 30% 92% 00% TO E RESTO ED ' ' (LOTUSL 30% 90% 80% --- - t-t!" XISTING GRADE. o CORNICULATUS) l a APPLY WETLAND SEED MIX AT A RATE OF 60 ------------ 1 0 L' _ _ 1 1 EV 72' CULVERT z LBS/ACRE. ESTIMATED QUANTITY IS 2.3 LBS. '-�� ' o NOfE B PE_AT 2l MAX. T____________�r--• - �XLSZU-G - ---- -- 1 z 0 HYDROSEED ALL DISTURBED AREAS. � SEE NOTE 10, ______ _ ___ e__________ __ ® INSTALL TWO TREE ROOT WADS WITH ATTACHED 1 ----_- 12- DIAMETER LOG, 10' LONG FOR AQUATIC HABITAT FEATURE. BURY IN TWO MAN ROCKS WITH ROOT WAD FACING UPSTREAM AT 45' ANGLE. li d • ® 1 SECURE WITH 4' DUCKBILL TYPE SOIL ANCHOR ON 2,1 MAX 5/8' GALV. CABLE (1 EACH) OR OWNER APPROVED EQUAL. li ih �• A ' AVAILABLE: E GRASS I TED TO B MIXTURES HE D SHALL SUB ENGINEER FOR SELECTION AND APPROVAL. SEE ATTACHED SECTION A—A STANDARD SPECIFICATION SECTION 9-14.6(8). NOT TO SCALE 0 INSTALL TWO TREE ROOT WADS (TREE STUMPS) WITH 18-INCH DIAMETER FOR AQUADIC HABITAT FEATURE. BURY INTO CHANNEL BANK WITH TWO MAN ROCKS. SECURE WITH ECOLOGY BLOCK WITH 5/8-INCH GALVANIZED CHAIN. (SEE STUMP AND ROOTWAD DETAIL ON SHEET 1-2). 40 0 40 Scale in Feet TAT FE D.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY SERVICE CENTER SR 167 L1 ENTERED BY 10 AS 64th Ave S to S Grady Way CHECKED BY .m + Washington State Calvert Construction aar PROJ. ENGR. Department of Transportation REGIONAL AUK GATE GATE REVISION BY m TM PLANTING/HABITAT ENHANCEMENT PLAN aaT. 1 � � y PLANT MATERIAL (LIST PLANT MATERIAL SETBACK CHART( C3 n BOTANICAL NAME COMMON NAME QUANTITY SIZE ROOT CONDITION SPACING REMARKS GUARDRAIL EDGE OF EXISTING HARRIER ROADWAY SIGNS VEGETATION HAS: THUJA PLICATA WESTERN RED CEDAR 10 1D' HT. #1 CONT. 25' O.C. 3/16 ' CALIPER STEM, 2-0 OR 2-1 DESIGNATIO CORNUS SERICEA RED-OSIER DOGWOOD 300 3 FT. LIVE STAKE 3' O.C. 3/16 STEM DIAMETER, 2 CANE MINIMUM EVERGREEN TREE BS02.3(6) 8EE S02.3<6 EE 15' 10, SALIX SITCHENSIS SITKA WILLOW 300 3 FT. LIVE STAKE 3' O.C. 3/16 ' STEM DIAMETER DECIDUOUS TREE BSEE SEE 02.3(6) 8 5 15' 10' 02.3<6 L3 NOTES 0 1. SPECIFICATIONS FOR SIZE AND CONDITION ARE MINIMUM. SHRUB 10, 10, 5• s' v A '- •TYPICAL SETBACKS FOR PLANT MATERIAL PER STANDARD SPECIFICATIONS SECTION 8-02.3(6) W UNLESS OTHERWISE DIRECTED BY THE ENGINEER DURING LAYOUT AND STAKING OF PLANT LOCATIONS. A r (L (L i SET PLANT VERTICALLY NOT PLANTING AREA INCLUDES ENTIRE GROUND H PERPENDICULAR TO SLOPE SURFACE REGARDLESS OF SURFACE COVER 3 BETWEEN PLANTS. SEE SPECIAL PROVISIONS q SEE SIZE PLA TTYPEERIAL LIST FOR SECTION 8-02.3(9). 41 PREVIOUS GROWING LEVEL RED OSIER DOGWOOD, SITKA WILLOW AND WESTERN RED CEDAR AT FINISH GRADE c] •_� VOO➢CHIP MULCH-FEATHER DEPTH TO PLANTING AREA WEIX R STEM. MULCH SHOULD NOT CONTACT STEM. SECTION B-02.3(3) SEE SPECIAL PROVISIONS. a FERTILIZER-PLACE PRIOR TO BARK OR VOODCHIP MULCH APPLICATION. 1 `. SEE SPECIAL PROVISIONS �" -' 0% '=�:-'�`"y EXISTING SOIL 4' MIN. jL� 2/3 X - 4' MIN. BACKFILL WITH EXISTING SOIL N 2 TIMES RDOT SPREAD OR 2 TIMES ROOT SPREAD OR ROOT BALL DIAMETER TYPICAL PLANT ROOT BALL DIAMETER •NOTE, WOODCHIP MULCH SHALL BE PLACED IN AN IS' DIAMETER AROUND EACH SPACING F SEEDLING OR LIVE STAKE (TYPICAL). 2/ J SEEDLING AND SHRUB PLANTING ON SLOPE v SEEDLING AND SHRUB PLANTING N CONTAINER NOT TO SCALE if CONTAINER Not To Sa01E W A J REPLACE EXISTING LAWN WITH SO o_ X = PLANT SPACING USE WETLAND SEED MIX BELOW ELEVATION 10.0 (SEE PLANT MATERIAL LIST) ®M PLANT FSEE PLANT A OR SIZE AND TYPIEL LIST MIB• PLANTING AREA LAYOUT AND WEED CONTROL �S k: LEAVE A MINIMUM OF TWO HUGS EXPOSED NOTE: USE MINIMUM 18' DIAMETER STUMP ,ygff 3• i C/3.TfpgA,T S'r TAMP SOIL AROUND CUTTING STUMP MAY ALSO BE INSTALLED ON ITS NOT TO SCALE SIDE WITH ROOT WAD IN WATER. Of y OR FERTILIZER-PLACE PRIOR TO BARK Fyf,Tf�d is OR WOODCHIP MULCH APPLICATION. 4• SEE SPECIAL PROVISIONS. WOODCHIP MULCH-FEATHER DEPTH TO 2-MAN ROCK ornal High Water STEM. MULCH SHOULD NOT CONTACT STEM. 1/5X SEE SPECIAL PROVISIONS. X = 3' =i� ]I <SEE PLANT 1 ' E%ISTING SOIL _ = MATERIAL Ir =11 LIST FOR NOTE- AVOID STRIPPING THE BARK OR BRUISING OF STAKES DURING LENGTH AND ' INSTALLATION. DO NOT USE AXE DR SLEDGE FOR DRIVING STAKES. IN HARD 4/5X DIAMETER) I/ '"`' z e'r. GROUND USE AN IRON BAR OR STAR DRILL TO PREPARE HOLES FOR THE STAKES. Y ECOLOGY BLOCK •NOTE+ WOODCHIP MULCH SHALL BE PLACED IN AN 18' DIAMETER CIRCLE DEADMAN Af AROUND EACH LIVE STAKE (TYPICAL). SEE SPECIAL PROVISIONS. STUMP AND R❑❑T W A D DETAIL PLAN VIEW LIVE STAKE INSTALLATION ON SLOPE LIVE STAKE INSTALLATION NOT TO SCALE NOT TO SCALE NOT TO SCALE TATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 167 L2 DESIGNED HY R, LAUGHLIN 10 AS 84th Ave S to S Grady Way ENTEREB BY R. LAUGHER Washington State Culvert CdnBtrucUon .CHECKER R. 68II 30 a Department of Transportation a XLUI AL A a JpNSW PLANTING PLAN AND DETAIL REGIONAL ADM. J. BKAlQTO mi+rn Ms 8 DATE DATE REVISION BY �*� / � IIIIII 11 r r l l r rl I l i r r l i IIII ! Illllr �, IIIII � it lull 11111 111111 �• 111111 � t �� 11 .11 1 T r1 . ��ys >�rNfi '� 3�5� � � . '1 ' 1 6� 81� •� I I aw/ �wM q44,44 »•j ! f'l�l� ` >,ds yap 4s ,•y �wnA,r ....,ep � cX ��»r 0 I I N /"a -- s of ,a Cull wlb't e{ anJ1t /rorl. Saee./ Sf�ui Y'le , �•�Vm,M 57TP d�e,� .1-� '� � � o.S;r � �H �/wee5� a•�•d� rt/ti{•2� G�w.�+ul ��•n � s'f� /¢fe . if•r �. r _ r.T —. :. TAT rr.. si—� /a�,r Y�,Y ���-41+i,�c of t,.err SfCo Wert- ��trvfl.n -V "°4��.5 1..tM fs Yo/ Ja .fa�, a^•�N �-� (.vs�n�J �my J c �h�ofU/�J r4v/�r�sl >E 13 tti OS S,4//p 7 !; R��,6T♦Te0 O y EY J _N 1 �H, lase a° State of Washington DEPARTMENT OF FISH AND WILDLIFE Mailing Address: 600 Capitol Way N•Olympia,WA 98501-1091 •(360)902-220 �,1 D'j360) Main Office Location: Natural Resources Building•1111 Washington Street Qtympia,WA February 6, 1998 Mr. Scott Woodburry F EB 101998 City of Renton CITY GF RENTON 200 Mill Avenue South Renton , Washington 98055 Engineering Dept. SUBJECT: Hydraulic Project Application - Culvert Installation - in the NE 1\4 Section 04, Township 23 North,Range 05 East , in King County, WDFW Control No. 00-D0800-01, WRIA No. 09.0006. Dear Mr. Woodbury: The Washington Department of Fish and Wildlife (WDFW) received the above- referenced Hydraulic Project Application on January 8, 1998, but we are unable to complete processing at this time for the following reason: Additional information is needed regarding stream flows and stream profile downstream from the new culvert in order to evaluate the culvert for fish passage. If you have any questions regarding the status of your application, contact me at (425) 391-4365. We appreciate your cooperation in our efforts to protect, perpetuate, and manage the fish and wildlife resources for the state of Washington. Sincerely, Philip Schneider Area Habitat Biologist cc: WDFW, Olympia :�► c�L 3HL'� L�7' FILING Y� s H liletioliti _ - B Z SHEETS Dimensions Weight Seotlon Moment _ Modulus of Inenla Per Lin. Per Sq. Per Lin, Per Lin, N0. SECTION 13 H T S Ft of Ft. of Fl,of Ft.of Width Height Flange Web pile Wall Well Wall _ In. In. In. in 31 L .5 9.4 Ines In.' 1. 95 20.67 7.49 0.315 0.315 33.52 19.46 13.95 52.20 2. 9" 20.67 7.49 0.354 0.354 36.34 21.10 15,10 56.50 3. 12 22.64 10.24 I 0.375 _0.375 41.33 21.91 21.20 108.54 4. 116/9.5 20.67 9.65 0.375 0.375 41.26 23.96 22.85 112.44 5. 116 20.67 9.85 0.366 0.354 40.92 23.76 22,32 109.90 8. 116r.d. 20.67 9.85 0.346 0.335 39.51 22.94 21.58 106.31 7, 1t6r.u. 20.67 9.85 0.386 0.375 42.34 24.58 23.44 115.31 8. 122 20.67 7.49 O.433 0,421 43.08 24.99 1 17.48 65.40 9. 122r.d. , 20.67 7.49 0.413 0,402 41.13 23.96 1 16.74 62.81 10. 122r.u. 20.67 7.49 0.453 0.441 44.49 25.80 17.95 67.14 I . 194n 20.67 11.82 0.375 0.375 45.16 _ 26.22 30.69 181.26 12. 155 20.67 11.82 0.504 0.386 64.70 31,74 37.20 219.70 13. 155r.d. 20.67 11,82 0.484 0.365 52.55 30.52 35.71 210.90 14, 155r.u. 20.07 11.82 0.528_ 0,409 57. 66 33.9 38.60 227.30 15. 175 20.67 13.39 0.551 _ 0.394 61.76 35.84_ 46.36 323.70 I& 175r.d. 20.67 13.39_ 0.531 0,375 60.08 34,82 46.87 313.70 17. 175r.u. 2067. 13.39 0.575 0,413 63.17 36.66 48.92 327.50 18, 215 20.67 13.39 0 740 0.472 75.94 44.03 4 58.59 392.20 19, 215r,d. 20.67 13.39 0.709 0,453 73.92 43.01 57.01 381.60 20. 215r.u. 20.67 13.39 0.748 0.480 76.61 aa.4a 59.00 394.90 Distributed by World Haaaquaners 19600 503,6 S.60 CiP FAX Rd.• 3,692.1 99 970F2 SOJ•692.6080 FAX # 50J•692�t799 784Cal0 Ma District Fair Madison Ave-$Vile 186 8 F16 Oaks,California 916,9 976.961-8939 FAX # 916.967-5e50 D.P. NICOLL INC. NEW•USED•SALE•RENT Flat and Z Sheets • Rental Steel Plates Foreign and Domestic H Pile • Wide Flange,Boams Piling Aecaseories - Temporary Bridges i �•1 ,osr � � WS4of T. o�ef�rh,..� /erer� ✓ , I b AC{�1vGr wy/Jaj �u p[SI/r. M-M walA 3 J 51.E pqi-� Awe Coo,r14� �6 �a.Iy �rLdG'r � 71 h� sr k-a i tif3 $f , e/4v, z` or/ ftveA)c.l rsl L•w Ylcw Wd SrSy7��. �er.�/2g wtS Le.r /4^-d (�. /� C.�[_ yy, / � / p�� tl 3 '/ / Wdjd / r Ski /3-6 ifs /w/e f'/ Tull Wr�/Q �� AnI/t few. U CJvn/rt.vbar f. �tT Qr'vnil.( 5 7 T e TP a� Cote stp Cobn cloy Per Ad W-eljj f, S�aeA 1 Qlee� n.�� r P/C( Sec Sfil rrd ' �H f/wcei� n^-el re�1- e✓ z . i c sn �.�fL rvF. I �nn er�� //'•n � I� rAcf l�f�p , I r Sfee Ll2,r' ��i...ylltn /"2 2� CoMc. �e+o�w.,u Stc� slu,at Lo. (j a,1vYt i /pal ' O lu,fw.w \ \ ' r'n.� • F �� u wflCr 3Lr last cell � 13 —i—lY' GStt d`ta,l werr- r Slo/p` �a Leve/ (yea..,. � � /r•P��c Post-it*Fax Note 7671 Date V/c/9l I paoles y. To From s 1 CoMePt. w/�L. . Co. O: Phone# %/ W Phone# p� Fax# Fax# s -C v 1Y N00 1 � I _ � U z h �C S i THE CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: 235-2541 To: Larry Fisher Company: WDFW - Issaquah Phone: Fax: Itz,S - 3`i:'- C"s From: Scott Woodbury Phone: 425-277-5547 Fax: 425-235-2541 Date: 4117/98 Pages ind this cover page: 5 Subject: SR-167 Culvert Improvements Attached is a revised fish ladder design for the proposed SR-167 culvert at SW 23rd Street. Bob Barnard of the WDFW Olympic office has reviewed and given his approval to the design. Since I am leaving the City of Renton on April 24 for a new job at the City of Sumner, I am hopeful that you will be able to process the HPA for the SR-167 Culvert project before I leave. I will contact you on Monday April 20 to discuss the fish ladder design and to identify what other information you need to issue the HPA. The HPA for the SR-167 Culvert Improvement Project is secondary, however, to the much more important Cedar River project. Thanks for your help. MAY-00—'90 FP.I 09:�5 ID!WA DEPT OF FISHERIES TEL N0:206-391-6503 #927 P02 ----- STUMPS & ROOTWADS - TYPICAL INSTALLATION I • INSiftLL ON p>TOIOa � �' O � P��- I--Z".h"I10n� W/ gc&gWito IN YfArTa Z. � I' N�uAL t+�oF* vJPc�L r �,vKrnr—•--� o is ZQ�i W�ti 1�v 1 A� Poot-IS"Fax Noto 7691 Dam TO aJ -� �^ From c._r Ca./D«PI. Lo. Phan.« Phc x F� Zl� f—6S-ts3 MAY-09-'99 FRI 09!44 ID!WA DEPT OF FISHERIES.TEL NO'206-391-6523 11927 P01 -.. ... CABLED TREE COVER - TYPICAL INSTALLATION eagle to vtk"p Hi ire/Z fo 'pgsvhs SALAArtr At/a�o! To `X�{/QH64h a S/rr/ fed o, '7.•L.•n S!,Pr lute rt � _ a � E —�L Tree cover. - �•;' Tree Cover rboment — Trees or shrubs can be placed in any. Pvrpove— Trees placed m proper loom provide section of steam Loge enough chat the installation several bmetlts. t hey provide eece nem overneao com would not cr=5erlpus bank=Amvu.TLc F=mt and an ideal substrate for aquatic organwrts.In addi benefits are probably realized in wide,shallow w resms t1on.¢ees serve as deflectors to mnsa lct wide.shallow with sand or gravel substrate. channels,thus increasing samm velocity.removing Advantage— Under ceactin mndinons trees can &and or fines.and aatvng d=per water. provide=11mt benefits with little vtpense.In!area Demp —Tres are normally nut in place and felled stttaI s with unstable subsMate and no mcam of ai- directly into the sumth(in a dowtsucam direction) raching cove logs,tram may be the only feasible aim. with the axis at a 30.to 45degrm angie m the stream- native. bank(figure 6).If the rrrc is loearad properly,it can Di®dvantage — Small channels may prceiude the simply be range-felled iz place.If not,it can be nut. use of ttt .Suiiab[c u=may not always be ayailablc placed.and then attached with cable to the munp or a in the immediate vicinity. &root rod drtvm Info the groand.In smaller Wrens. Cass— Whcrz ss can be hinErfelled or dropped undersoory shrubbery,such as rhododendron.can be in place,two workers could nn and table eight to used in the same manner as n .Where a ecs are twelve trees a day.Where trey must be moved by hinge-Yelled.they shoved also be cabled to the stump to heave equipmcm.tour to etzht truss a nay wowo be a ArGf P+ti., 17 E/u elev l,,sv1 � - 13,5' 7 pp , s= r O b✓� i o — ,s •z i spy144.4S r,.dlns ,ter �yr�•-i ��ov�b 9/9�s q J r! S % � � r•//,11y»/!ra`^w.�y7� a11,+1 / £ (�Wl',SSb Wei/ r0. f'q� "y CITY OF RENTON _ Planning/Building/Public Works Department I se se Tanner,Mayor Gregg Zimmerman EE.,Administrator Post-it' Fax Note 7671 Date 7 .2. u" , pages To r From C � February 23, 1998 co.roePc co. Phone k Phone R Phil Schneider Fax N Fax W WA Dept of Fish& Wildlife Meadow Creek Office Park Fier^ to sL t vra �a 22516 SE 64th PL- STE 300 Issaquah, WA 98027 SUBJECT: SR-167 CULVERT MODIFICATION PROJECT REVISED PROPOSAL FOR THE PANTHER CREEK CULVERTS Dear Mr. Schneider: In my previous February 13 letter to you regarding the SR-167 Culvert Modification Project, I had asked that you issue a permit for all work proposed.under the original JARPA application except the Panther Creek work. However, as I related to you on the telephone, please include in the permit authorization the following work related to Panther Creek that was proposed in the original JARPA application: • install a restrictor on the 30" culvert at SR-167 Sta 1076+00 (the cross culvert just north of Nendels) • construct the "overflow channel' from the 30" culvert inlet to the standing water portion of the Panther Creek Wetland. Thus the only change from our original JARPA application is the elimination of our proposal to close the SR-167 culvert at Sta 1071+00 (24" culvert at the south end of the Keg Restaurant). We need to defer plans to close this culvert because WSDOT is concerned that closing the 24" culvert would make permitting of their pending ramp widening project more difficult. Your assistance in processing the HPA permit for the proposed SR-167 Culvert Modification Project is greatly appreciated. Please contact me at 425-277-5547 if you have any questions or if additional information is needed to issue the HPA. Sincerely, Scott Woodb , P.E.,P ject Manager Surface Water Utility H:D0CS:98-I51:SW:ps CC: Ron Straka Rumina Suafoa,WSDOT 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled natenal.20%post consumer U� C&4AI kc4v t Lt h� � 5 hY 4 t ,I pn 1V" ' 5`7 A1`7 skO'- orb Jx d JY4 ep 6 / w N kx v� rSSue �i1�,1�,k 5 aaL4�3s ar � � 'A �� 4 ©jd,�d (. kjj ' �� cam( �w6�utf11 "Y.� h w4.;, lew I r 5 l i� Zw K 4A Ltx /YI Saf• jh t S w rh Sarry DEC-31-97 WED 10: 48 AM WSDOT/DAYTON 5TH FLF, FAX NO. 2064404805 F. 1 _ OLYMPIC PIPE LINE COMPANY 2319 LIND AVE.S.W, P.D.BOX 1800 OY I V RENTON.WASHINGTON 9e057 ���� (a25)235.7736 Post-it'Fax Note 7671 Dare 31 oapee► December 191997 ro s ��loodbu. From co.roe�, a c cl u i— Go. W S D 6T Phone# Phone 8 Washington State Department Fax # of Transportation 475 2,35 Fax# P.O. Box 330310 Seattle, WA. 98133-9710 ( 3 �w lJ0,4r_, / ATTN:Mr David Shor ret D oC 2 RE:Culvert under SR-167 (Job#OL 2836) Dear Mr Schor We have reviewed your proposed plans to either Bore or Jack your culvert across SR- 167. Our only concern we would like to address, is the possibility of erosion ocurring around our lines, due to the flow of water from wetland site WI, across our easement. If this did happen we would then expect to be reimbursed for all of our cost, to stablile the ditch line, on one or both of the lines crossing at that point- If you have any questions or concerns feel free to contact our cornpany. Sincerely 1: 'Robert G Bmlec ROBEa .auss R.O.W. Supervisor HokTko+ GOMppN W.1B001664 e961 CeOlar 12or) 271 990 013MPt 1Hp0 23 9 LME Ave.a`N. g11-8 P.O,eox g8p5y 2a ra.Emer9 kse6) OI+Mo^425)23A320 ff ce 7 SA,1425)2 SR 167 MP 21.35 TO 26.48 84TH AVE S TO S GRADY WAY CULVERT CONSTRUCTION OL 2836 SUPPLEMENTAL BIOLOGY/WETLAND REPORT by Gary S. Davis Biologist Washington State Department of Transportation Northwest Region Environmental Services December, 1997 EXECUTIVE SUMMARY 84TH AVE S TO S GRADY WAY CULVERT CONSTRUCTION OL 2836 The project proposes to construct a box culvert beneath State Route (SR) 167 as part of the widening and improvement project between 84th Avenue South and South Grady Way (Mile Post 21.35 to Mile Post 26.48). The proposed culvert is designed to replace several existing, poorly functioning culverts across SR 167 in Renton which will be plugged and abandoned. The project also proposes closing one of two SR 167 cross culverts that Panther Creek flows through and installing a high flow diversion on the second culvert. This biology/wetland report identifies the wetlands in the project area and the impacts of the proposed construction. A wetland delineation was performed in April, 1997 by a WSDOT biologist. The method of determination utilized was that of the US Army Corps of Engineers 1987 manual. The total wetland area affected by the project would be approximately 4600 square feet (0.11 acre). 84th Ave S. to S. Grady Way 12129197 : 1 PROJECT DESCRIPTION SR 167 84TH AVE S TO S GRADY WAY CULVERT CONSTRUCTION OL 2836 PROPOSED PROJECT Washington State Department of Transportation(WSDOT) proposes to construct a 6 foot by 6 foot box culvert beneath SR 167 outletting the southern floodplain portion of Panther Creek wetland. An existing swale between the proposed culvert and East Valley Road would be deepened. The proposed culvert is designed to replace several existing, poorly functioning culverts across SR 167 in Renton which will be plugged and abandoned. The project also proposes closing one of two SR 167 cross culverts that Panther Creek flows through and installing a high flow diversion on the second culvert. The total wetland area affected by the proposed project would be approximately 4600 square feet (0.11 acre). This biology/wetland report describes the wetlands in the project area and the impacts of the proposed construction. A wetland delineation was performed in April, 1997. SETTING The proposed new culvert crossing is located on SR 167 at Mile Post (MP) 25.65 (SW 23rd Street) in Renton, Washington (Figure 1). In addition to the existing four lane freeway, East Valley Road runs parallel to SR 167 on the west. Surrounding land use is primarily commercial, with wetlands remaining east of SR 167. Panther Creek Wetland is located east of SR 167 at MP 25.65 and a linear wetland, designated Wetland P4, is located directly across from Panther Creek Wetland on the west side of SR 167.1 A larger portion of the existing Panther Creek wetland drains to Wetland P4 and Wetland P4 ultimately discharges to Springbrook Creek via a channel along SW 23rd Street.. The predominant soil type in the project area is Coveland gravely loam, 0-3% slopes. This is a non-hydric soil found in swales on hills (SCS 1989, 1991). It is somewhat poorly drained and may have a perched water table from 0-45.7 centimeters (0-18 inches) below the surface from November through April (SCS 1989). The Panther Creek wetland,Wetland P4, and other wetlands were previously delineated in a May 1994 report by WSDOT titled Wetland Biology Report for Stage 1, SR 167, 15th Street SW to South Grady Way, OL-1511. Panther Creek Wetland was referred to as Wetland H/E 14 in the 1994 report. 84th Ave S. to S. Grady Way 12129197 2 E To22No , Ro4Eo , WoMe Te23Na , Re4Ea , WoMo v C 0 BEGIN PROJECT SR 167 N M. P . 24 . 7 STA. L I O70{5O eMOVER Pepk • eMppVER PeRk • 405 N kVf S (1 D n 68iH AVE 5 E8TH AVE 5 : RIL ......... "mNWOVER PARa ..E...._._ R- eNWER Pk E INN 0 + r1T S L fA1A .. - Y" Y IRI Fy .pgrwa� IIMM PVFX ft a VPLLEV: RO 5 i VE A p NEpM: n glpl/RfiiON pAi .... : � O i6iN 1VE S N N pp p v S: Z KENT y: T Z „ END PROJECT SR 167 a B4IN AVE s - - BrtN eYE s R A E ........_ SRRINGBROdCREEL M.P . 26. 1 .. STA. EE 997+88 rl][Ek NN iVFa LIMO 1VE Sn L SAVE z [ENT.. CITY.....: UNE'IS •. ... E V4LEi RB � J i0 SEA rTLE 13 MILES n N li 2 ViH •F i1100i RB S y 405 r4ER�t ..... .au IOOTN+AVE Sf AV S RRN(ION:. OLP� 515 qo z EEX ..... ......... .. . ......... 8 ....PIN. _..... S n v � Qh ... .:: IopTH AVE SE ° •P Fy s �� RENTON IOB TH AVE SE CD iO3TH AVE SE Nk ITT r LEGEND LJ v N N O + I CULVERT TO BE PLUGGED 71 � o n + 2 NEW CULVERT/OUTLET CHANNEL n x + 3 PANTHER CREEK DIVERSION STRUCTURE o SCALE D IN zaaa FEET E�Vpj\ON 'R."R"f$TATE FED.AIO PROJ.NO. ENVIRONMENTAL AND ENGINEERING SR 167 SERVICE CENTER DESIGNED BY to WASH 84TH TO S. GRADY WAY CULVERT ENTERED BY � Washington State CHECKED BY ,a�" AI Department of Transportation CONSTRUCTION s"EET PROD. ENGR. VICINITY MAP oP REGIONAL ADM. can.a�• DATE DATE I REVISION BY sREErs € T. 22N. , R. 4E . , W. M. T . 23N . , R . 4E . , W. M., e a' BEGIN PROJECT SR 167 M.P.24.7 0 STA. L 1070+SO m6elx AVE 1 yix AVE O S Y ° uw rO[ u.qy - BENT 8a END PROJECT R e E v.r[a+eo-ar. SR 16 - qs.E M A EE 9. STA. EE 97+88 e S � nE�E rEs n p ° c % YeIM AVE SE �4 Arc 11 OO AVE P RENTON SE LEGEND =a% { + 1 CULVERT TO BE PLUGGED a + 2 NEW CULVERT/OUTLET CHANNEL b + 3 PANTHER CREEK DIVERSION STRUCTURE ° 1M iO 5[LL[ Ix EEEl fop r%i FEO.xiO PPO�.xO. exmoeunEenu uxo exwxeEwc SR 167 CESIGMEO BT sElMce aum ExrexEO Er to II%5x 89TH TO EmNEnCeE.EOE xBwr. S.GRAOY WAY CULVERT -o Wmhingmn a ND.,ad.aMof Tansponotion CONSTRUCTION REG144 AOu. pAiE 0.1iE Mvltla BT �� VICINITY MAP s VEGETATION Existing Conditions Panther Creek Wetland is a large wetland with an open water component east of SR 167 in Renton. Panther Creek Wetland meets the City of Renton criteria for a Category 1 wetland requiring a 100 foot buffer. Vegetation includes black cottonwood (Populus trichocarpa) and red alder (Alnus rubra), a scrub-shrub component of hardhack (Douglas spiraea), and an herbaceous component of reed canary grass (Phalaris arundinacea), field horsetail (Equisetum arvense), cattail (Typha latifolia), and yellow iris (Iris pseudacorus). Himalyan blackberry (Rubus discolor) has established along the upland slopes. The wetland west of SR 167 (Wetland P4) is situated within a seasonally inundated drainage channel between SR 167 on the east and existing developed land on the west. Several culverts connect Wetland P4 to Panther Creek Wetland. Prominent vegetation consists of soft rush (Juncus effusus), cattail, reed canary grass, yellow iris, red osier (Corpus stolonifera), hardback, Pacific willow (Salix lasiandra), Sitka willow (Salix Sitchensis), and black cottonwood. Wetlands are discussed separately in the following section of this report. Appendix B provides definitions for wetland plant indicator status categories. Appendix C provides an alphabetical list of site plants mentioned in this report. Appendix D contains the data sheets and Appendix E is the wetland and buffer functional assessment. WETLANDS Wetland Description Wetlands are transitional areas between upland and non-vegetated aquatic environments. They are defined as those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support,a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas (Environmental Laboratory, 1987). Existing Conditions Observations of existing conditions and interpretations were made within the context of the 1987 Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987) and rated using the City of Renton wetland rating system. 84th Ave S. to S. Grady Way 12129197 4 Panther Creek Wetland Panther Creek Wetland is a City of Renton Category 1 wetland located on the east side of SR 167 at MP 25.65. Panther Creek Wetland is approximately 59 acres in size. Panther Creek and other small drainages provide hydrology. It is a Palustrine forested, emergent and scrub-shrub wetland with an open water component. The dominant vegetation in the wetland is reed canary grass, willows, and cattails. During storm events, Panther Creek discharges a portion of its flow into the south end of the wetland. Soils are 10 YR 2/1 with mottles. The western wetland boundary at the proposed culvert project site is flagged with pink tape Al to AT Wetland P4 Wetland P4 is a City of Renton Category 3 Palustrine wetland and requires a 25 foot buffer. At its northern end it is located adjacent to the edge of shoulder west of SR 167 at MP 25.65 and bordered on the west by the East Valley Road. Wetland P4 is approximately 3.7 acres. Wetland P4 receives some seasonal hydrology from drainage from Panther Creek Wetland. Soils in Wetland P4 are 10 YR 3/1 with mottles. At the proposed culvert project the site is flagged in its entirety with pink tape B 1 to B 14. Functions The functions of these wetlands may include groundwater discharge and sediment/toxicant retention. Sediment/toxicant retention is the process by which suspended solids and chemical contaminants are retained and deposited within a wetland. Additional functions include flood storage, water purification, food chain support, wildlife habitat, and education/recreation opportunities. Impacts A total of approximately 4600 square feet (0.11 acre) of wetlands will be impacted as a result of the construction of the box culvert and culvert plugs. Potential impacts can be minimized by use of the following measures: 1. Restricting clearing and grubbing activities to the maximum extent possible. 2. Use of effective erosion control techniques during construction. 3. Replacing wetland acreage and functions lost due to project construction. 84th Ave S. to S. Grady Way 12129197 5 Mitigation All potential adverse impacts must be addressed, and mitigation measures should include, but not be limited to, the following: • Storm Water Discharge: Applicable Best Management Practices from the Stormwater Management Manual for the Puget Sound Basin will be applied to erosion control and water treatment provisions. • Receiving Waters: Extreme caution should be exercised to avoid construction related siltation and turbidity to downstream resources, including Panther Creek. • Wetlands: The wetland is protected under Presidential Executive Order 11990, "Protection of Wetlands," Governor's Executive Orders EO 89-10 and EO 90-04, "Protection of Wetlands", and WSDOT Directives 22-27 and 31-12 (HR). These orders and directives require the use of all practicable measures to avoid impact and provide mitigation for any unavoidable impacts. The executive orders stipulate that all state agencies shall use the following definition of mitigation, and in the following order of preference: 1) Avoiding the impact altogether by not taking a certain action or part 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 impacts by repairing, rehabilitation 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; 6) Monitoring the impact and taking appropriate corrective measures. Mitigation for individual actions may include a combination of the above measures. 84th Ave S. to S. Grady Way 12129197 6 WILDLIFE Existing Conditions No wildlife were observed on site during the field investigation. The open water and associated scrub-shrub thickets of Panther Creek Wetland provides habitat for waterfowl, small mammals, reptiles, and amphibians. Impacts No species individual or population is expected to be adversely impacted due to this project. FISH Existing Conditions With the exception of three-spine sticklebacks, no fish are known to exist in the wetlands addressed in this report. Construction of the box culvert will facilitate future fish passage from Springbrook Creek to Panther Creek if future projects are constructed by the City of Renton to complete the connection. Impacts No fish populations are expected to be impacted due to this project. 84th Ave S. to S. Grady way 12129197 7 REFERENCES Cowardin L. M., V. Carter, F. C. Golet and E. T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. FWS/OBS 79/31 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual, "Technical Report Y-87-1.4, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Governor of the State of Washington. 1989. Executive Order EO 89-10 'Protection of Wetlands". Olympia, WA Governor of the State of Washington. 1990. Executive Order EO 90-04, 'Protection of Wetlands". Olympia, WA Hitchcock, C. Leo, and A. Cronquist. 1991. Flora of the Pacific Northwest. Univ. of WA. 730 pp. King County. 1997. King County Zoning Code Title 21 A. Department of Development and Environmental Services. Seattle, WA Reed, P. B., Jr. 1988. National list of plant species that occur in wetlands: Northwest (Region 9). U.S. Fish Wildl. Serv. Biol. Rep. 88(26.9). 89 pp. Soil Conservation Service (SCS). 1991. Hydric Soils of the United States. Miscellaneous Publication#1491. Soil Conservation Service (SCS). 1989. Soil Survey of King County, Washington. U.S. Office of the President. 1977. Executive Order 11990. "Protection of Wetlands". Washington, D.C. Washington State Department of Transportation (WSDOT). 1990. "Protection of Wetlands Action Plan", D 31-12. 84th Ave S. to S. Grady Way12129197 8 APPENDIX A WETLAND LOCATIONS 84th Ave S. to S. Grady Way 12129197 9 0 YRLAND N-I •p1 i a N AI 11 w r 1060 - _b-�- - -_----- — loro `} 8 - -- c -- - ---------- =_______ p YETL NID ❑I IY-U RM i NLYERT PIPE P R MA 1 1 P P 40 SO. FT. EAt xED.AID PDQ1.Iq. e.....emu nno eNc.xenn�a 10 YA ssYrrs ce.rzA T T tl� Washington Shea PRDM. NG. -/. Department of TTanYpartalion R[01 MAt A¢I, OTT— 1 Y T . 23N . , R. H . W. M. NOTES, 1. MOW REED CANARY GRASS TO CREATE OVERFLOW "CHANNEL" APPROX. 6'-WIDE - 401 FROM 30" CULVERT TO STANDING WATER PORTION OF WETLAND W-4. 2. INSTALL WILLOWS STAKES AT 3' SPACING AND COTTONWOOD SEEDINGS, AT 10' SPACING ON EACH SIDE OF "CHANNEL". VETLAND AREA P-S IW-4811 WETLAND AREA II IV-48 FILL 'ILL -------st ------- 77777777.77 ------------------- ...... -------- - �15 -------------- ------------ 1080 --------- ------------- ------ ---------- ------- --------- ----- ---------- YL kI. logs - ------- --------- - --------- ---------------------1. ------------ ------- WETLAND WETLAND E-L4 (W-4 AREA I WFACTED PROPOSED CONTROL STRUCTURE 140 SO. FT. AREA IMPACTED MOW REED CANARY GRASS 140 SO. FT. INSTAL QrII AL401CA (SEE NOTES 1 & 21 AREA IMPACTED 140 SO. FT. D WUEII.""101 I FEO.AID PROI DESIGNED or MIEN Allll� SIR 161 D2 ENTERED 01 M.5411M Vfashin't.n St.t. CULVERT REPLACEME141I CFHE1EkMi D r W. III KSI D.panm.nl of TI.I,porfotion4GI. EMO. N., O.1 W ONL AI I. O '" IO . DRAINAGE PLAN T . 23N . , RY5E . W. M. 0 a Y O YEILLND ARE. P-• � IY-.BEI a YI c w _____ r q PLUG E%I STING CULYEPI AREA /WACIEO IYO Sp, EE YETIAND EIY IY-.i O YYl11N I[[I'� IAT FED.AID PR0.1.M0. e%+oNY1Nru A.o e✓ireemne a IdE + Y,QIIYIEI xexnce c+mxx LR IL} [N W.of Y.SLL[[Y 10 vA � D1ILYLN7 11EPLAC[1ENT D3 waraA Washington SmIP YeOA, [MU. A. AEIYIs�I ER1836 -" 13."nm.nl of Transpoltptipn LL .A. olAYOro pAI r r �� DRAINAGE PLAN = T . 23N . , R. 5E . W. M. C. j >C OV O 4 O O WEILAND P-X (N-AAE) w o � q n v ..... y.'' ..� _ _ ________________ u_.__,__- _.-_.__. --- ----- ° N — --- 1 No c - 59----"-----------------�a�4--'-- ____ __________ ____ -iRibT____________ _ ________ R. ______________________ III --------------------------- al _ ki b-F_____ . ____ ______ _ 2N _____ ____ ____ ____ --_ __ dx AREA IWACTED IAO SO, IT, NET ND EUT1. PLUG EXISTING CULVERT PLUG EXISTING CULVERT AREA IYPAC TED IAG SG. ET• ro urt IN rm I'll IMAID PRDJ.NO* eNn o L—NXNXNo SIOIEO b e.dlNl[I ID YA umce GemeN [R 167 [R AED,X •Sr[[Y CN[OIED Re wud �WoahinDlon Step qLyEllT I�PLI[EAENi ... PROD. EROIt. J. JOetsd 993"1 Wir Y U.porlmYnt of Tmnsportelion Eldr Ad.J. dA1pID AIREVISION syl .T... DRAINAGE PLAN T . 23N . . R. H . W.M. �0417 ®f� L�C��14®ICI v PROPOSED DEEPENED CNAHNEL UPRT AgEA APPROx. IS[0 50. PT. m WETLAND MITIGATION MEA g O �O ou �� �J= �� CIs AI •� -���'>a ' t P n EAST Y4LEY ft" V Y i AN -A 1` 1 I I ` +��� - 4 ' ` � i 1 - _�- y�`M EAST Vq E ANO AREA P-J I P 1 I In I" '��� -'- _ _ _ ___�______ o -'- -1-- - -- sYmrcrlmE---"---- 1120-- 1--I i_-_-- 1125 S IV _____ ___ ---- IL-LiMC___•____________________ µ_----____________________ __________�___________ n - iI. e _ _____._____ I _____ __ _ ____ ____ __ u _ _ ___ ._` • 1 ;I YETIAND EI, (Y-.I g I PROPOSEOLV YEiLPNO EIA (Y-4 lr A - Is 1 XALC IY ICP IMPACT �I ldi 100-YEAR FLOOD LEVEL APR OX AREA LEGEND 1260 SF MT.OIL L.t .......... REILMAO IGIYOAR, ExsT.elrlce POKER ERsr.elrltd It" o m,E111 [Rr.M All"I VER ® m FT.Iptrltltm Exit.OVUYI[AO TEA. Q CLAM SAM MT.WATER cmm STRc. m,.mhml C a Ent..0LE ANdgl, [xiT.dtb .I MT.YA�NTOt ___z__I ENST.MVERT 1 MT.wldl WASY [xST,Wf MT.TAUT[x.[T --_- [AST.r EXIST.A tCR 00.TP[1 ur EEO.AID PR0,1,— ern, xealxc DISIw[D e, Y,aIRT 1 10 YlSH puma c,xnW SM 4OS DS ui Ito e. Y.yLLIIY i WashingtonSIWa M1x TO S.ORAOY Tar-CI VERT RR. D.p. mes CNEtx[e er R. Suuw �w IMOJ. [Nal, a. AdMS1Yl CIL2836 �// .pon .m of Tnnywnatien ' t1d14 Ay. I oAl DATE , .� DRAINAGE PLAN APPENDIX B PLANT INDICATOR STATUS CATEGORIES Categories were originally developed and defined by the USFWS National Wetlands Inventory and subsequently modified by the National Plant List Panel. The three facultative categories are subdivided by (+) and (-) modifiers, where (+) indicates more wet and (-) indicates less wet. --------------------------------------------------------------------------------- STATUS ABBREVIATION Obligate Wetland Plants OBL - plants that almost always occur in wetlands, i.e. >99% of the time. Facultative Wetland Plants FACW+/ -plants that usually occur in wetlands, i.e. >67%to 99% of the time. May occur in nonwetlands 1%to 33% of the time. Facultative Plants FAC +/ - plants with a similar likelihood of occurring in both wetlands and non wetlands, i.e. 33%to 66% of the time. Facultative Upland Plants FACU+/ - plants that occur sometimes in wet lands, i.e. 1%to <33% of the time, but occur more often in nonwetlands. Obligate Upland Plants UPI, - Plants that occur rarely in wetlands, i.e. <1% of the time. ---------------------------------------------------------------------------- Source: Corps of Engineers Wetlands Delineation Manual, 1987. 84th Ave S. to S. Grady Way 12129197 15 APPENDIX C ALPHABETICAL SITE PLANT LIST Alphabetical list of plant species (dominants and nondominants) observed at the site and/or mentioned in the text and their wetland indicator status. --------------------------------------------------------------------------------- Common Name Scientific Name Indicator Status Trees: Red alder Alnus rubra FAC Black cottonwood Populus trichocarpa FAC Shrubs and Herbs: Cattail Typha latifolia OBL Field horsetail Equisetum arvense FAC Hardhack Douglas spiraea FACW Himalayan blackberry Rubus discolor FACU Pacific willow Salix lasiandra FACW+ Red-osier dogwood Cornus stolonifera FACW Reed canary grass Phalaris arundinacea FACW Sitka willow Salix Sitchensis FACW Soft rush Juncus effusus FACW Yellow iris Iris pseudacorus OBL Sources: National List of Plant Species that Occur in Wetlands; Region 9 -Northwest Flora of the Pacific Northwest, 1993 classification 84th Ave S. to S. Grady Way 12129197 16 APPENDIX D WETLAND DATA SHEETS 84th Ave S. to S. Grady Way 12129197 17 DATA FORM ROUTINE ONSITE DETERMINATION METHOD Soil Field Investigatot{s) V($ Dam / gyp I\ -/- {, Profile#1 Project Titl lro VC ts.C,M of 6)J State idl/�_County Applicant/Owner �1 S OT Plant Comm_itnity#/Name k/ETLAPi A P;� 10 Y2 d,-( / Do normal environmental conditions exist at the plant community? yes no ❑ W m,-Pi me ) / Has the vegetation,soils,and/or hydrology been signif cantly disturbed? yes ❑ no 4d VEGETATION Dominant Plant Species Percent Indicator Dominant Plant Species Percent Indicator Trees Cova Status Herbs Cover Status u n — ! R R ' t Yt Ylih ihc,C�0. " 6) 3l Dominant Plan[Species Percent Indicator Dominant Plant Species Pcmcar Indictor Saplings/Shrubs Cover Status Woody Vines Cover Status u u ! ) ;� h f.r_S i ) V m Percent of dominant species that Is the hydroohytic vegetation yes are OBL,FACW,and/or FAC k0 criterion met? no ❑ Basis -- ..__..---- ---------------- -------------------, I Coil SOILS Profile#2 Series/Phase CO V 6 6 h Subgroup Is the soil on the hydric soils list? yes ❑ no Is the soil a histosol? yes ❑ no ❑ Is the soil mottled? yes ❑ no Is the soil gleyed? yes ❑ no ❑ Other hydric soil indicators Soil Matrix Color Soil Mottle Color I Is the hydric soil criterion met? yno 0 Basis 0 W I olr c, HYDROLOGY Is the and surface inundated? Is the soil saturated List other field evidence of !'zo within a epth of 12'? surface inundation or soil saturation yes ❑ no ❑ yes U no ❑ Surface water depth Depth to fi o-standing ^^ water in pirlsoil probehole iul Is the wetland hydrology criterion met? yes no ❑ Basis JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant community a wetland? y in, no ❑ Rationale for juridictional decision 22-3 ja ye, IY7eL;2 S lin P Any further information,including a map of the community site located on reverse side. DATA FORM ROUTINE ONSITE DETERMINATION METHOD Soil Field Investigator(s) � n Dace —1` Profile H 1 •— Project Title 51(L�f RVG S•15 C.644ty State{�LL�_�Cfou�nty _ Appilcant/Owner W S D OT Plant Comm �A/UD to Yes 4-/y Do normal environmental conditions exist at the plant community? yes no ❑ ar..mP�w ear) Has the vegetation,soils,and/or hydrology been significantly disturbed? yes ❑ no 10 VEGETATION Dominant Pant Species Percent Indicator Dominant Plant.Species Percent Indicator Trees .} Coves Status H bs Cover Status V vl�,, Ci n C,rVG � ) G _ I Dominant Plant Species Patent Indicator Dominant Plant Species Percent Indicator Saplings/Sluvbs Cover Satus Woody Vines Cover Status 6 c, FACW 10 I" ) z) ) ) I k,) i Percent of dominant species that 0 Is the hydroohrdc vegetation yes are OBL,FACW, and/or FAC criterion met? no ❑ Ba is _ Sod Profile#2 SOILSSeries/Phase C )CLhA Subgroup Is the soil on the hydric soils list? yes ❑J no 4 Is the soil a histosol? yes ❑ no s the soil mottled? yes yd no ❑ Is the soil gleyed? yes ❑ no Other hydric soil indicators Soil Matrix Color Soil Mottle Color r-- Is the hydric soil criterion met? yes no ❑ Basis hC.J � YDMQ CJ✓� ¢ PC _. HYDROLOGY Is the soil sanuatnd List other field evidence of L the ground surface inm tcd7 within a depth of 12'7 surface inundation or soil sat uttion yes ❑ no tG yes ❑ no `Cd Surface water depth Depth to froo-standing i water in pidso.�obe vole �--- Is the weetan yes hydrology criterion met? no ❑ 5asis oPGnl t,�Q i�l� JLgUSDICTIONAI/.DEI'ER,MINATION AND RATIONALE Is the plant commurticy a wetland? es 9� to ❑ 1 Rationale for jurid iedonal decision I Any further informatiort, including a r,•:ap of the community site located on reverse side. APPENDIX E COOKE WETLAND AND BUFFER FUNCTIONS ASSESSMENT PANTHER CREEK WETLAND P4 WETLAND FUNCTION POINTS FLOOD/STORM WATER 11 '10 CONTROL BASE FLOW/GROUND 11 11 WATER SUPPORT EROSION/SHORELINE 6 4 PROTECTION WATER QUALITY 9 8 IMPROVEMENT NATURAL BIOLOGICAL 25 17 SUPPORT OVERALL HABITAT 6 3 FUNCTIONS SPECIFIC HABITAT 13 5 FUNCTIONS CULTURAL/SOCIOECO- 12 7 NOMIC 84th Ave S. to S. Grady Way 12129197 20 410 CITY OF RENTON R Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 31, 1997 Bob Martin U. S. Army Corps of Engineers Seattle District, Regulatory Branch 4735 East Marginal Way S P O Box 3755 Seattle, WA 98124-2253 SUBJECT: PERMIT APPLICATION FOR THE SR-167 CULVERT MODIFICATION PROJECT Dear Mr. Martin: Please find enclosed a Joint Aquatic Resource Permit Application (JARPA) for the SR-167 Culvert Modification Project. To assist you in your review process, the following information is enclosed: • JARPA that includes the project description, project location, a discussion of the elements of the project, and potential impacts. Plan and profile drawings are included at the 8'/a by I inch format. • Wetland delineation reports (1994 and 1997) by the Washington State Department of Transportation (WSDOT) for the specific areas of the wetlands that will be affected by the project. Data sheets are included as an appendix. • East Side Green River Watershed Project Draft Plan and EIS (Dec. 1996),Final Plan and EIS (Sept. 1997), and EIS Mitigation Document (Sept. 1997). These documents are referenced in the DARPA. The JARPA is also being sent to the Washington Department of Fish and Wildlife to obtain an HPA for the project. Please contact me at 425-277-5547 if additional information is needed for the Corps to process this application. Any assistance you can provide in expediting issuance of the public notice for this project is greatly appreciated. Sincerely, Scott Manager Surface Water Utility H:DOCS:97-1167:S W:ps CC: Ron Straka Rumina Suafoa,WSDOT 200 Mill Avenue South - Renton, Washington 98055 ;$ CITY OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 31, 1997 Phil Schneider WA Dept of Fish& Wildlife Meadow Creek Office Park 22516 SE 64th Place- STE 300 Issaquah,WA 98027 SUBJECT: PERMIT APPLICATION FOR THE SR-167 CULVERT MODIFICATION PROJECT Dear Mr. Schneider: Please find enclosed a Joint Aquatic Resource Permit Application (JARPA) for the SR-167 Culvert Modification Project. The proposed activities are all elements of the City of Renton's East Side Green River Watershed Project. To assist you in your review process,the following information is enclosed: • JARPA that includes the project description, project location, a discussion of the elements of the project, and potential impacts. Plan and profile drawings are included at the 8'/2 by 11 inch format. • Wetland delineation reports (1994 and 1997) by the Washington State Department of Transportation (WSDOT) for the specific areas of the wetlands that will be affected by the project. Data sheets are included as an appendix. The East Side Green River Watershed Project Draft Plan and EIS (Dec. 1996), Final Plan and EIS (Sept. 1997), and EIS Mitigation Document (Sept. 1997) referenced in the DARPA were all sent to you earlier. The JARPA is also being sent to the Corps of Engineers to obtain a Section 404 permit for the project. Please contact me at 425-277-5547 if additional information is needed to process this application. Sincerely, Scotdbury,P.E Project Manager Surface Water Utility H:DOCS:97-1168:S W:ps CC: Ron Straka Rumina Suafoa,W SDOT 200 Mill Avenue South - Renton, Washington 98055 FA - —- ---•-------- AGENCY USE ONLY Agency Reference N: Date Received: SEPA lead Agency: Other: - JARPA APPLICATION FORM - - for use in Washington State- PLEASE TYPE OR PRWr IN BLUE OR BLACK INK Based on the preceding checklist, I am sending copies of this application to the following: (check all that apply) Local Government: for shoreline ❑ Substantial Development ❑ Conditional Use ❑ Variance ❑ Exemption; or ❑ Floodplain Management ❑ Critical Areas Ordinance ✓ Washington Department of Fish and Wildlife for HPA Washington Department of Ecology Approval to Allow Temporary Exceedance of Water Quality Standards 401 Water Quality Certification Nationwide Permits ✓Corps Engineers for Section 404 or Section 10 permit(s) SECTION A- Use for all permits covered by this application. Be sure to also complete.Section C(Signature Block) for all pct[ni[applications. CG Q flFss�eA kee4S for D"kS 2 01 S tw. A 1. Applicant City of Renton. Surface Water Utility (Scott Woodbury, Project Hanager) Mailing Address__ZOO Mill Avenue South - Renton WA 98055 Work Phone: (425) 277-554 Home Phone: ( ) Fax Number: (425) 235-2541 If an agent is acting for the applicant during the permit process, complete A2&3. 2. Authorized Agent Mailing Address Work Phone: ( ) Home Phone: ( ) Fax Number: ( ) 3. Designation of Authorized Agent, if applicable: I hereby designate to act as my agent in matters related to this application for pcmiit(s). I understand that if a Federal permit is issued, I must sign the permit. Signature of Applicant Date 4. Relationship of applicant to property: ❑ Owner ❑ Purchaser ❑ Lessee ❑ Other ( ) 5. Name, address, and phone number of Property owner(s), if other than applicant: . FCity. ( roposed activity exists or will occur: Waterbody DNR Stream Type(if known) Street Tributary of Legal Description: te, Zip Code Tax Parcel No.: C E Section Township Range 7. Describe the current use of the property, and structures existing on the property. If an pion of the proposed already completed on this ro y Po p posed activity is p perry, indicate month and year of completion. i i ' Is the Property agricultural land? ❑ Yes ❑ No Are you a USDA program participant? ❑ Yes ❑ No 8. Describe the proposed activity, and the activity's purpose. Include expected water quality and fish impacts, and proposed actions to reduce the duration and severity of those impacts and provide proper protection for fish life. 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, and for all work if applying for a shoreline permit. If additional space is needed, please attach a separate sheet. Preparation of drawings: See Appendix A - sample drawings and checklist 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 REQUIRES DRAWINGS ON 8-1/2 X I I INCH SHEETS. Larger drawings may be required by other agencies. FWill Proposed Starting Date: Estimated duration of activity: the project be constructed in stages? ❑ Yes ❑ No ill any structures be placed: waterward of the Ordinary High Water Mark or Line for fresh or tidal waters?❑ Yes❑ No b. waterward of Mean High Water Line in tidal waters? ❑ Yes ❑ No 11. Will fill material (rock, fill, bulkhead, pilings or other material)be placed waterward of Ordinary High Water Mark or Line for fresh or tidal waters? ❑ Yes ❑ No a. If"yes," in fresh water indicate volume in cubic yards: b. If"yes," in tidal waters, indicate volume in cubic yards waterward of the line of mean higher high water: 12. Will material be placed in wetlands? ❑ Yes ❑ No If yes, impacted area: (acres) If yes: a. Has a delineation been completed? ❑ Yes ❑No (If yes, please submit with application.) b. Type and composition of fill material(e.g., sand, ctc.): c. Material source: ------------------------ d. List all soil series (type of soil)located at the project site, &indicate if they are on the county's list of hydric soils: Soils information can be obtained from the Natural Resources Conservation Service(MRCS), formerly Soil Conservation Service (SCS). 13. Will proposed activity cause flooding or draining of ❑ Yes ❑ No If yes, impacted area: (acres) wetlands? 14. Will excavation or dredging be required in water or wetlands? ❑ Yes ❑ No Ifyes, volume:_(cubic yards) a Composition of material removed: b. .Disposal site for excavated material: c. Method of dredging: 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, FERC license, Forest Practices Application, etc.) Also indicate whether work has been completed and indicate all existing work on drawings. Type of A Date of Date Completed? royal Issuing Agency Identification Application Approved Yes or No SEPA Lead Agency: SEPA Decision Date: 16. Has any agency denied approval for the activity described herein or for any activity directly related to the activity described herein?❑ Yes ❑ No Ijyes. explain: SECTION B - Use for Shoreline&Corps of Engineers permits only:See o.4cld T4eds for 614 4c s 17-a 17. Total cost of Project. This means the fair market value of the project, including materials, labor, machine rentals, etc. 18. Local govcrtrment w/jurisdiction: Shoreline Environment designation: Zoning designation: 19. For corps permits, 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. SECTION C - Complete for any permit covered by this application 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 or completed work. -� W *, L130 f 97 Signature of Applicant or Author' ed Agent (REQUIRED) Date Inspection may be accomplished from existing public rights-of-way and City property or from property for which landowner authorization has already been obtained in the City OF Rellton�arld its (1yerItS. Signature of downer if other ap icant age This application must be signed by the applicant. If an authorized agent is to be designated, the applicant must also sign at Item p3. =conccals. provides that: Whoever. in any manner within the jurisdiction of any department or agency of the United States knowinelp ls, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or r makes or uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statement or entry. t more than SI0.000 or imprisoned not more than 5 years or both. DO NOT SEND FEDERAL PROCESSING FEE WITH APPLICATION TO BE COMPLETED By LOCAL OFFICIAL A. Nat o(the existing shoreline, (Describe type of shoreline,such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain, Floodway, delta; type of beach, such u attretion,erosion,high bank, low bank, or dike; material such u sand, gravel, mud, clay, rock, nprap; and extent and type of bulkheading, if any:) B. In the event 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 muter 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: These Agencies are Equal Opporttrniy and Affirmative Action employers. For special accommodation needs, please contact the appropriate agency from Appendix A. JARPA APPLICATION INFORMATION SECTION A 1. Applicant: City of Renton Surface Water Utility Scott Woodbury, Project Manager 200 Mill Avenue South Renton, WA 98055 Phone: 425-277-5547 Fax: 425-235-2541 2. Agent: 3. Designation of Authorized Agent: 4. Relationship of Applicant to Property: The project site occurs within the City of Renton on the right-of-way for State Route 167 (SR-167) and on property that the City owns or has/will have easement rights. 5. Property Owners,if other than applicant: The right-of-way for SR-167 is owned by the State of Washington. See Section 6 below for other property owners. 6. Location of Proposed Activity: The project is located along SR-167 from about SW 41st Street to SW 23rd Street in Renton, WA (see Sheet 1) Waterbody: Panther Creek(WRIA 09-0006) City of Renton Inventory Wetlands W-4,W-8N, W-10N, W-48e, W-48f, and W-53 (see Sheet 2) Constructed channel (referred to as SW 23rd Street drainage channel in this application) 12/30/97 JARPA Page 1 DNR Stream Type: Panther Creek(Type 3) SW 23rd Street drainage channel (Type 4) Tributary of: Springbrook Creek(WRIA 09-0005) Legal Description: Tax Parcel No: See Sheet 3 1923059016 (City owned) 2193100100 (Owned by Puget Western- City easement) 3023059003 (City owned) 3023059004 (City owned) 3023059007 (City owned) 3023059019 (Owned by Don Tatro - easement to City pending) 3023059025 (Owned by Janice Noble - City easement) 3023059026 (City owned) 3023059027 (City owned) 3023059036 (Owned by Stephanie & Tyrone Gollier- City easement) 3023059050 (Owned by Jack Hawkins - City easement) 3023059062 (City owned) 3023059076 (City owned) 3023059085 (Owned by Rhonda Yonker- no easement needed) 3023059101 (Owned by Olympic Pipe Line Co. - easement to City pending) 3023059103 (Owned by Strada Da Valle Partnership- City easement) 3023059105 (Owned by Chris Clifford - City easement) 3023059106 (Owned by Tim& Jean Chinn- City easement) 3023059107 (Owned by Fred Krebs - City easement) 3023059116 (Owned by Jeff& Bernadine Schultek - easement to City pending) 3023059118 (Owned by Herman M & Veloy S Allenback- no easement needed) 3023059119 (City owned) 3340401010 (City owned) 3340401020 (City owned) 3340401065 (City owned) 3340401075 (City owned) Section No: SE 1/4 of S19 and E 1/2 of S30, T23N,R5E 12/30/97 DARPA Page 2 7. Describe current use of the property,including structures: The proposed activities are located primarily within SR-167 right-of-way. For descriptions of the affected water bodies, please refer to the following sections of the East Side Green River Watershed Project (ESGRWP) Draft Plan and EIS (Dec. 1996) and Final Plan and EIS (Sept. 1997): • Final Plan Sections 6.4.2, 6.4.3., 6.4.6., 6.7.3., 6.8.2.2., 6.8.3. • Draft EIS Section 2 of Chapters 3-12. Is the property in agricultural land? No. 8. Proposed Activity: Include expected water quality and fish impacts, and proposed actions to reduce the duration and severity of those impacts and provide proper protection for fish life. Under this application the City of Renton proposes to implement the following elements defined in the ESGRWP Final Plan and EIS (Sept. 1997): • SW 23rd Street Drainage Channel Alternative 23ST3 -Element 1: Replace SR-167 Culvert Crossings with New Crossing at SW 23rd Street • Panther Creek Alternative PC2 - Element 1: Modify Existing Flow Split at SR-167 These alternatives are described in detail in Sections 8.3.2 and 8.3.3 of the Final Plan and illustrated in the drawings attached to this application. In summary the activities proposed include: • Element 23ST3-1. Close several poorly functioning culverts across SR-167 and replace them with a new SR-167 culvert crossing at SW 23rd Street. A control structure will be installed on the inlet to the culvert to maintain the hydrology of the Panther Creek Wetland. Approximately 110 feet of an existing wetland/swale downstream of the new SR-167 culvert would be deepened to connect the new culvert to existing culverts under East Valley Road. • Element PC2-1. Close one of two SR-167 culverts that Panther Creek currently flows through and install a structure on the other culvert near SW 39th Street that allows low flows to pass into the existing system. Excess flows would be diverted into the Panther Creek Wetland, increasing the frequency of overflow into the wetland that already occurs under existing conditions (Element PC2-1). As a result of the EIS review process, additional measures were added to these elements at the request of the Washington State Department of Fish and Wildlife. The measures are described in Section 2.3.5 of the Final EIS and include: • Create an overflow"channel'from the Panther Creek SR-167 cross culvert to the nearest standing water in the Panther Creek Wetland by mowing/cutting a path through the existing reed canarygrass and planting willows and cottonwoods (where 12/30/97 JARPA Page 3 conditions are suitable) on each side of the mowed path to provide cover and habitat diversity. • Design the proposed SR-167 culvert at SW 23rd Street so as to not preclude fish passage into the Panther Creek Wetland in the future. Implementation of these elements is designed to continue to allow downstream migration of fish in the Panther Creek system while improving the potential for restoring upstream fish passage to Panther Creek in the future (SR-167 is the first of several upstream fish migration barriers on Panther Creek). The project reduces downstream flooding problems and the related impacts while providing a reliable outlet from the Panther Creek Wetland that may be easily accessed and maintained. The project is also designed to maintain and even improve the function of the affected wetland systems. Impacts and Mitigation Measures: The impacts of the proposed activities and related mitigation measures are analyzed in detail in the ESGRWP Draft EIS (December 1996) and Final EIS (September 1997) under Alternatives PC2 - Element 1 and 23ST3 Element 1. The attached EIS Mitigation Document(September 1997) presents the preferred alternative and mitigation measures adopted by the City of Renton for the ESGRWP at the conclusion of the EIS process. Refer to Alternatives PC2 - Element 1 and 23ST3 Element 1 in Tables 1 through 10 of the Mitigation Document for a summary of the impacts and mitigation measures identified for the activities proposed under in this application. 9. Proposed Starting Date: June 1998 Estimated duration of activity: 2-3 months Will project be conducted in stages?: Possibly. Individual elements of the project may be constructed sequentially or simulanteously 10. Will any structures be placed: a. waterward of the OHWM? Yes. A control structure will be placed on the existing Panther Creek culvert at SR-167 Station L 1075+95 a few feet downstream of the inlet (see Sheet 5). b. waterward of MHWL in tidal waters? No. 12/30/97 JARPA Page 4 11. Will fill material be placed waterward of OHWM or L? Yes. a. Fresh waters -volume: About 5 feet of the existing Panther Creek culvert at SR-167 Station L1070+52 will be removed and a plug of about 2.0 cubic yard of gravel borrow/concrete will be placed inside the end of the remaining pipe(see Sheet 4). b. Tidal waters-volume: None. 12. Will material be placed in wetlands? Yes. About 840 sq. ft. of Wetland W-4 will be temporarily disturbed for the culvert plug work at the SR-167 stations listed in Section 12b below and then restored. For the new culvert at SW 23rd Street, approximately 300 sq. ft. of Wetland W-4 and 100 sq. ft. of Wetland W-48e will be filled by the culvert and riprap placement. Another 860 sq. ft. will be temporarily disturbed by the construction activity and then restored. a. Has delineation been completed? Yes. See attached report by WSDOT dated May 1994. The wetland boundaries defined in the report are still valid. A supplemental report dated December 1997 (also attached) was prepared by WSDOT concerning the wetland delineation at the location of the proposed culvert at SW 23rd Street. See Sheet 3 for a map of wetlands in the project vicinity, including the City of Renton wetland inventory number and WSDOT designation where applicable. b. Type and composition of fill material: A total of approximately 15 cubic yards of gravel borrow/concrete will be used to plug the following existing culvert inlets on the east side of SR-167 at Wetland W-4, taking care to prevent concrete from entering adjacent waters outside of the work limits: Station L 1081+90(see Sheet 5) Station L1083+95 (see Sheet 5) Station L1086+15 (see Sheet 5) Station L 1091+75 (see Sheet 6) Station L 1101+80 (see Sheet 7) Station L 1106+95 (see Sheet 7) Approximately 60 cubic yards of riprap will be placed within the Wetland W-4 and W-48e portion of the slope disturbed by the culvert installation at SW 23rd Street (SR-167 Station L1120+70). c. Material source: Local suppliers. 12/30/97 JARPA Page 5 d. List all soil series located at the project site and indicate if hydric (county): SCS Soil Survey of 1973 • Puget silty clay loam (Hydric) • Seattle muck (Hydric) • Tukwila muck (Hydric) • Urban land 13. Will proposed activity cause flooding or draining of wetlands? Please refer to Section 6 of the ESGRWP Draft EIS (Dec 1996) for a detailed analysis of the wetland hydrologic and biological impacts of ESGRWP Alternatives PC2 - Element 1 and 23ST3 - Element 1. Wetlands affected include City of Renton Inventory Wetlands W- 4, W-8N, W-1 ON, W-48e, W-48f, and W-53. Impacted area(acres): See Sheet 2. Affected wetlands (City Inventory No.) WSDOT designation Total Area(acres) W-4(Panther Creek Wetland) H&E14 59 W-8N 9.6 W-1 ON 8.6 W-48e P4 3.66 W-48f P5 0.26 W-53 0.2 Area information was taken from Table 6-1 of the ESGRWP Draft EIS (Dec. 1996). 14. Will excavation or dredging be required in water or wetlands? Yes. A deeper channel will be excavated between SR-167 and E. Valley Road at SW 23rd Street. Approximately 2500 square feet of the existing wetland/swale area (W-48c) will he temporarily disturbed by the channel excavation and then restored. Volume (cu yds): Approximately 300 cubic yards of material will be removed from Wetland W-48e to construct the deeper channel. a. Composition of material removed: Material removed for the channel is expected to be silt and peat. b. Disposal site for excavated material: Spoil will be disposed of at a contractor selected and City approved upland site. c. Method of dredging: Excavation will be accomplished using a backhoe and/or dozer. 12/30/97 JARPA Page 6 15. List other applications, approvals, or certifications: WDFW: HPA Ecology: Section 401 Water Quality Modification SEPA Lead Agency: City of Renton SEPA decision date: Environmental review was completed as part of the ESGRWP environmental impact statement process, including issuance of the following documents: ESGRWP Scoping Summary (April 1996) ESGRWP Draft Plan and EIS (Dec. 1996) ESGRWP Final Plan and EIS (Sept. 1997) ESGRWP EIS Mitigation Document(Sept. 1997) 16. Has any agency denied approval? No. If yes, explain: SECTION B 17. Total cost of project: $800,000 18. Local government with jurisdiction: City of Renton. Shoreline Environment designation: N/A Zoning designation: The project area on the west side of SR-167 is commercially zoned. The project area on the east side of SR-167 is zoned residential. 19. For corps permits, provide names, addresses, and telephone numbers of adjoining property owners,lessees, etc. Much of the property affected by the proposed project is owned by the City of Renton and the State of Washington. Listed following are the owners of affected properties over which the City only has (or is in the process of obtaining) easement rights for the proposed work(see Sheet 3). The contact for the Washington State property (SR-167) is also listed. 12/30/97 JARPA Page 7 Washington State Department of Transportation, Rumina Suafoa, 15700 Dayton Avenue N, MS 143, P.O. Box 330310, Seattle, WA 98133-9710 Phone (206)440-4569 Olympic Pipe Line Co, Craig Hammett, P.O. Box 236, Renton, WA 98055 Phone (425)235-7746 Puget Western, 19515 North Creek Parkway #310, Bothell, WA 98011 Phone (425)487-6550 Don Tatro, 3211 Talbot Road S, Renton, WA 98055 Phone (425)255-0329 Janice Noble, 2819 Talbot Road S, Renton, WA 98055 Phone unlisted Stephanie & Tyrone Gollier, 2709 Talbot Road S, Renton, WA 98055 Phone (425)255-7473 Jack Hawkins, 2825 Talbot Road S, Renton, WA 98055 Phone (425)255-8508 Strada Da Valle Partnership, 9125 10th Ave S, Seattle, WA 98108 Phone (206)762-9125 Chris Clifford, 2721 Talbot Road S, Renton, WA 98055 Phone (425)226-5024 Tim & Jean Chinn, 2715 Talbot Road S, Renton, WA 98055 Phone (425)228-4136 Fred Krebs, 2703 Talbot Road S, Renton, WA 98055 Phone (425)228-4036 Rhonda Yorker, 16187 SE 33rd Cir, Bellevue, WA 98008 Phone unlisted Herman M & Veloy S Allenback, 114 SW 153rd Street#A, Seattle, WA 98166 Phone (206)243-4756 Jeff& Bernadine Schultek, 2921 Talbot Road S, Renton, WA 98055 Phone (425) 226-6217 12/30/97 JARPA Page 8 T . 22N . , R. 4E . , W. M. T . 23N . ,R . 4E . , W.M. BEGIN PROJECT SR 167 MP 24,7 STA. L 1070+50 U,X A. 6]iX ♦ f *arr,♦ .......... ....... � H �� .,,♦pp pppw _.. .._. KENT END PROJECT _...R♦ E PRE mGBRONE [PEER .........r. 55 SfA, E-997+88 . m ♦ r s �td RENTON ♦.E SF sx _. PROJECT LOCATION o ao >ooa ur[ a r¢E o dMtp SR•167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck.fTributary to Springbrook Ck. vl crn i� MAP AT: City of Renton COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEET: I of /'/DATE: /2-/3o1 Sw t}1h - yW 12ih St. "� C Q 15th St i S th SQW-6 SW 16th St s 3N —48 3N a S 17th St Q O _� S 18th I b i 4 s SW 191h St "' .S 1. t t N { �l N ' H13S vw-s► wN K y /w-1 V W 1 -04 s 2t5t w-1 W-7S o Wf0 23rd 51 -13S w-16b W= ON w-1 s O 10s —8s W $ ~ 5 261 S L0'� w 27th SW 27tn St w-28 5 28th Sti W11�5t sooT —11 SW 29 W 5�4b W-:12: S 3. sw 3otn:s ..N W 4 $ S 32nd F y S 71 A —51 3 i N �+ SW 34 SW 41h St / 35 -32 W-33� S 36Uth c S 37th St a W- s 361h 39th St 1H � -31 SW 41st St. SW 415t St 9 d N sAeet p '.I / SR-167 Culvert Modifications f Po Cat Arco, W r i leirids E kcx 5h Ct/` IN: Wetlands Adjacent to Panther CkJTributary to Springbrook Ck. d AT: City of Renton Nc SU�e COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET:2 of IH DATE: !LI3a�9l �H� TL.p 3340401010 25.200 SO, FT. TL.p 3340401185 14,250 SQ. FT. TL.p 340401020 106 722 50. FT. TL.p 33a0 a0t D65 14, 5 SO. FT. TLp 340401075 12 73 SO. F 4 TL.p 1923059016 845,064 SQ, T. OLYMPIC P E L 6,800 T TL¢' 3023 59701 (EA E P UGE WESTERN INC. 137,100 SOFT TLp 2193100100 ( ASEMENi LY) SPRINGBROOK CREEK----� TLp` 3023059007 (141.141 SOFT a STRADA A VALLE, SOFT TLp 3023059103 (PE ING E EMENT ONLY) TL.p 3023059002 455, 7 S . FT. TL.p 302 33 917 50. FT. _ r TL.p 30230591 ( Ea ement Only ) r TL.p 3023059036 F . asernent Onlyl 16.000 i sp.fi. TL.p 302 05910 ( Ease nt DO ) TLp 3023059105( Eos ment 0 Iy )19. TL.# 30 30590 ( Eas ant 0 y w e TL.# 310230590 3 -179 02 SO FT. •I`�6� t, EA EMENT, T .p 30 3059050 d TLp 302305908 PENDING EASEMENT SHULTEK, TL.p 3023059016 TL.p 3023059004 271,814 $0. FT. TLp 3023059119 1 18.9 18 SO. FT, s N PENDING EASEMENT TATRO, TL.p 302305901 A°"°fr° �® TL.p 3023059062 267,658 S0. FT. �® TL.p` 3023059027 75,000 SO. FT. TL.p 3023059026 403,365 $0. FT. � N �69� LL TLp 3023059111 n � y � J m PENDING EASEMENTS/ACQUIST IONS h � � CITY OWNED/EASEMENTS �osertu PRIVATE PROPERTY AFFECTED BY PROPOSED CHANGES WHERE EASEMENT/ACQUISTION NOT NEEDED PrTe,- r Ow. a rs-I+ AAap SR-167 Culvert Modifications 1000 0 1000 IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. —� ] AT: City of Renton Stole In Feet COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEET: 3 of Of DATE: 12/jo 41 VETLY1D 0-1 060 b --_ - ----- -'-�, .., --- _ _ --___ �I N - __ --- - 9 - -- - - --- r e ---- - ;,- dA �3`--- - - �6z "__y Yn eND P-g 0-48t, aA Vic- aY-_- -__ - -- ---- _ ---- - - p ------- ------- ^s?:.. `- ,__------- -- - --- 1070 --- A---- <- 8 �— --_ - -- - a --- ---- ------------- --- ---=-------= --- M47 ---- 60 �— __0000----- _ _ . -- == ___ A -_-_ _ =3 4 WETLAND EIe Ir-�� NN f CUL VEFT PIPE P FP FNA�N PPPP e0 50. Li, SR-167 Culvert Modifications ---�}--�— IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. Phan AT: City of Renton COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET: '/of /E/DATE: /2/3o19-7 T . 23N . . R. H . W. M. NOTESS 1. MOW REED CANARY GRASS TO CREATE OVERFLOW "CHANNEL" APPROX. 6'-WIDE . 400'-LONO. FROM 30" CULVERT TO STANDING WATER PORTION OF WETLAND W-4. 2. INSTALL WILLOWS STAKES AT 3• SPACING AND COTTONWOOD SEEDINGS AT 10 SPACING ON EACH SIDE OF "CHANNEL". WETLAND AREA P-5 IV-48fl WETLAND AREA P-4 (W-48Q1 — FLL( O _ _ ------------- u n' 1 _ yry los — - ----- B tl - -- -- - - - -- -nr e➢ c u - - & - - _ N - - toao 1085 q — p0 pa ---- - - - ------------- _____-_ -- __i-ttNE___ ______ J b --------------- --------------- rs r: WETLAND WETLAND E-14 IW-U AREA IMPACTED PROPOSED CONTROL STRUC TUR 140 S0. F*• MiEe FT. ,SEE DETAIL ON SH.(Z 1 WG G 401 140 SO. Fi. MOW REED CANARY GRASS PLDG E%15TT t 1 INSTALL DEBRIS BARRIER ,SEE NOTES I & 21 AREA IMPACTED 140 $0. FT. o U ro IW ILiT SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck.liribulary to Springbrook Ck. PI an AT: City of Renton COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEET: S of J H DATE: I L/3 W/17 T . 23N . , R. H . W. M. YPRP IREA I-a f- IY-<BEI _ _____ ___ _ _ ___ a 1100 F sA 14 1095 i !{NE ___-____- - B + _ __ Y —6 a 71 REOG EXISTING LBIVERI [R, (Np41E0 14,50. EI ME i1 pH0 EI< IM-4) 0 [CM L5111 I[[f IPo SR-167 Culvert Modifications Man IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. AT: City of Renton COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET: &of/'/DATE: I L/go 117 T . 23N . , R. H . W. M. WEILAND P-4 aM-48E1 ——— ______________J�___________-------_ u____ ______ ___a— I 11�5 .ylµ,.IME______ x _____________ ` — ----- — — all -r ---------------------------------- ail - aF------_. v-n- _ _ i _ _ _ ___ __IV-__ -, _ _ .__ _._ - _. A I a AREA IMPACTED 140 SD. IT. KTL AND E14 IY-41 PI UC EXISTING CULVERT PLUG EXISTING CULVERT AREA IMPACTED I40 $0. Pi. 10 FEET 0 0 SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck.Ifributary to Springbrook Ck. Pl4 rr AT: City of Renton COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEET:7 of/NDATE: 1243111'11 T. 23N . 9 R. 5E . W.M. C607V OF G ENTON PROPOSED DEEPENED CNANNEL ISEE SN.lal eDaTgN I MPICi AREA APPROX. 2500 50. FT. K TLAND MITIGATION AREA EAST VALLEY WETLAND _ EAST YiL E ANO AREA P-1 _ _ IY-iBDI .. _---------_.__.__.__._.__._---------_.__._ I ____ a - _______{�OMiPBL yilry)CTURE__________________ l__/__ �_;_____ II25 I ____I 1-kirlL___• ig;______________________ _____ ___ ________ ____________________--________________�_____ ________ ________________________________________________ _______b II e YETLANO EIA IX-AI a I PROPOSED Y�FLQDD NO E14 IY-A - -�-�v Ay_ SS DLV II l D �I Y I WALE IN Tflil� 100-Y AR LEV L IMPACT AREA 11 APPROx. 1260 SF ' �� LEGEND j EKi.OE LW KTLNAp,DIMA,r I MT.0, .GEM MT.gYAEp TEL. liLvgi r--r—. MF.MARTAO WEE, ® 300 FT.C(,ISTAWT.I MT.0wMm D TEA. cum saw .-- EAST.'ATM CCNA'j ST,C. EKT.mm MT.uWly ME -o— A—_ EKi.DRAgADE • EAST ME AAM , MTArd [KI.MAIEIpui �1 ENSI.FM NNO. ______I MLCLLYENI Mim"IEM PfNI ME.us 13 MT.WTI TLET MT..'(,IgAT .: EKI.,Iy1CIpM ,pll 1TIE I SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck.fttibutary to Springbrook Ck. Pan AT: City of Renton COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET: Sof/`/DATE: /Z/30/57 ———————-----———————— ——————-------————---------—————————————---———————-------———— ...................... 40 ——— -——————-----———————— —————--- 4-Q .......... .............. ...................... — ............. ........................ ........ . . . ............ .. .... ........... ..... ....................... ———---————————---———————-----—————------- ———-----------————————————————————---—————— ................ ........... ......... ZXI5TIN0 SPADE-.................................................. ----------------- .......... ADJUST RIP RAP ...:........ - ..................-....-....-... -....-....-....-. .... --.-- . . ................................................... ....... X 10- VAULT C ON1TRLUL SI RiV!E I NEEDED _R6iEEi1IN 57A L 1120,64.12172.M RT1I11 21.0 y. -- ---- — . z4ecl1 .— — ... ....... ..... ............ .... . .......... . . ........ ............... 7.7---———————————————————————————————— ................ . ..... ......... ........... ....... -------------- --- ------------------. ........... =7.. ................................ .................. ---------------------------------------- LC . . . . ..... ....... D.295 ............ CULVERT N ---------- -- .....----:�L'12�iVl 04VIA.ItE V "n'.1)IML---------- ---------- ............... : ::::::: , I I .........I I .. I ............... ..........- -.I......1. .14. V ................................................. 1111.21 45.0, ----------------------------------------------- --- ---------- ------------ It 9 T HAN ......... ............... L, AN 11 1 SEE SKE.T.,14 2M0 ------------- ------------------------------------------------------------- SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. A, AT: City of Renton COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET: 9 of Iq DATE: 17,13417 .. ........ ........ -3-0------------- EXISTING WETLAND ------------------ ELF AT ILEV; a ...... o A 0 lY MP­GUL VERTS ,——————— 0 WETLAND MITIGATION AREA SEE SHEET LOP.E,AT 7ij ----- ------------ AA $ LA --------- If 1 -1 SECTION A-A I !.4 DRAINAGE CHANNEL 0 20 40 PROFILE .............. ........... ........... .............. ...... . ......... -------------- -2=------------------- ... .... ... REMOVE EXISTING IMP RISERS— . . ....... ..... .......... ............ .......... ... ...... . ........... .......... ..... .. .... . -----——— — — —CUT PIPE TO CONFORM TO SLOPE . ... . ........ ......... ..... . ............. .. ...— ............. .......... ----------------- ---- --------------- ........... . ........... ............. .. RIPRAP SLOPE .... . . ....... PROTECTION AT INLET—4 LO---- ------ - ---------------- -- -- .................... -------------------- —————— JD1 72 ---------- ------------ SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. AT: City of Renton CAAmmal P/4" COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEETJOof)q DATE: /03-1417 S,E ANGLE IRON BOLTING DETAIL e v SIEEL E%vWr10N WCx pq BOL iS FIIL L YL SX p (1 D fl Il 11 xPP q I v 10" V' pR It LEp 1p v.LLL pR BtlE -��_�L SVPPpRI BEW O �O 1 SLINL f55 TiE EL ----- O BOLT Wp YNTxER Apu IXp YLTN R a " it it Ii EICX CMNEC 110F y,G1 ICI Fr EICM COF NECII pN � O ANGLE IRON FL 5' 1 FL 7.5" 6" e n ^ o N T i a c 0 0 SECTION A - A xenon ears xm L YLSNEq o .1LLEo rp Y.L pq B.NSE NOT TO SCALE u - P GALV NI ZED T COLUMN BASE DIAMOND PLATE COVER BOLTING SEE LE IRON OET AR ��t CAST-IN COVER SLAB 10.0' WOOD PLANK jr a., i I i T COL MN + 10.0" _r I A A M T CO MN OUTLET ELV. 16.0 F r r'.. INLET 3_s 6 X 6 FOR ADJUSTABLE WEIR BOX CULVERT - OR 6' DIAN CULVERT CHANNEL SUPPORT EAMCOLUMN ELV, 10.0 BOLTING DETAIL B e a PANEL VAULT CONTROL STRUCTURT SECTION B - B NOT TO SCALE NOT TO SCALE SR•167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck.[Tributary to Springbrook Ck. AT: City of Renton COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEET: d of IH DATE: R/Wil II= Ca CONNECT EXI rvT.M 30•" C.M.P. mill Im- sR- MIN. III= Im=_ e VARIES III INSTALL DEBRIS BARRIER Im Fill — EXIST. 30"" C.M.P. A, I — a 3D CONCRETE PLUG AROUND OUTLET A III A a ImII INLET lO OPENING e N 1�D" e I III N >. _______________ ______ _____________---_________________ ___ J e 10" DIAM. OPENING SECTION A-A CATCH BASIN TYPE 2, 54 IN DIAM. FOR CONTROL STRUCTURE NOT TO SCALE NOTES:I. Eacebt G5 Shoen A,.blew, units enoli be com inm r.�cree occo,donct with e 1e1u71-1a Mm Caecn aminTroe z. s." dio ',. 3. Riw To mien uletirp yoOe. SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. AT: City of Renton COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET:12.of /'!DATE: i2,/30/f7 Project Narrative A. Proposed Activities Under this application the City of Renton proposes to implement the following elements defined in the East Side Green River Watershed Project(ESGRWP)Final Plan and EIS(City of Renton, Sept. 1997). In summary the activities proposed include: • Alternative Element 23ST3-1. Close several poorly functioning culverts across SR-167 and replace them with a new SR-167 culvert crossing at SW 23rd Street. A control structure will be installed on the inlet to the culvert to maintain the hydrology of the Panther Creek Wetland. Approximately 110 feet of an existing wetland/swale downstream of the new SR-167 culvert would be deepened to connect the new culvert to existing culverts under East Valley Road. • Altemative Element PC2-1. Close one of two SR-167 culverts that Panther Creek currently flows through and install a structure on the other culvert near SW 39th Street that allows low flows to pass into the existing system. Excess flows would be diverted into the Panther Creek Wetland, increasing the frequency of overflow into the wetland that already occurs under existing conditions(Element PC2-1). • Create an overflow`channel' from the Panther Creek SR-167 cross culvert to the nearest standing water in the Panther Creek Wetland by mowing/cutting a path through the existing reed canarygrass and planting willows and cottonwoods(where conditions are suitable)on each side of the mowed path to provide cover and habitat diversity. • Design the proposed SR-167 culvert at SW 23rd Street so as to not preclude fish passage into the Panther Creek Wetland in the future. Implementation of these elements is designed to continue to allow downstream migration of fish in the Panther Creek system while improving the potential for restoring upstream fish passage to Panther Creek in the future(SR- 167 is the first of several upstream fish migration barriers on Panther Creek). The project reduces downstream flooding problems and the related impacts while providing a reliable outlet from the Panther Creek Wetland that may be easily accessed and maintained. The project is also designed to maintain and even improve the overall function of the affected wetland system. B. Impacts of the Proposed Activities and Mitigation Measures The ESGRWP EIS Mitigation Document(September 1997)presents the preferred alternative and mitigation measures adopted by the City of Renton for the ESGRWP at the conclusion of the EIS process. A detailed summary of the impacts and mitigation measures identified for the activities proposed under in this application are included in Tables 1 through 10 of the EIS Mitigation Document under Alternatives PC2-Element 1 and 23ST3 Element 1. A copy of the Mitigation Document may be obtained by contacting Scott Woodbury of the City of Renton at 425-277- 5547. About 4200 sq. ft. of palustrine wetlands will be temporarily disturbed by construction activities and then restored. Approximately 300 sq. ft. of Renton inventory Wetland W-4 and 100 sq. ft. of Wetland W-48e will be filled by the culvert installation and riprap placement under the proposed SW 23rd Street culvert crossing of SR-167. C. Wetland Mitigation Plan Wetland W-4 is a Category 1 wetland and W-48e is a Category 3 wetland under the City of Renton Wetlands Management Ordinance. A total of approximately 1250 sq. ft. of wetlands will be created adjacent to the outlet of the proposed culvert at SW 23rd Street to mitigate for the wetland impacts in accordance with the City of Renton regulations(see Sheets 10 and 13). SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck.lrributary to Springbrook Ck. AT: City of Renton COUNTY: King STATE: We APPLICATION BY: City of Renton SHEET:13of1y DATE: 11/3•/97 -°--•-- 1 - d MEiLAN Pi IN-ABE RI PJI'RAP ENA Ai yaL VERi 1 LEE 1' j ... i f _ r 10 - I' RIP RAP SHAPE AT VERi T i DUAL �- 1- `. 8 Q, 1 I it ID 1 1 o ;i N 1 7. — WETLAND MITIGATION AREA _ f 11 I — 11 ;I 11 li l li f ® NO PLANTINGS BELOW ELEY B.0 ® REDDSIER ooGW00D D 51TNA WLOW LINE STAME$ 0 B D/ANC. WESTERNIL RED CEDAR 0 25 D/L WETLAND MITIGATION PLAN D iD t0 sSEEESHEET 10 FOR CROSS-SECTION AND PROFILE OF CHANNEL SR-167 Culvert Modifications IN: Wetlands Adjacent to Panther Ck./Tributary to Springbrook Ck. AT: City of Renton COUNTY: King STATE: Wa APPLICATION BY: City of Renton SHEET: IAyof/Y DATE: 4 y3o117