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99-103449 (2) r CITY OF • (253)661-4000 s s 33530 1ST WAY SOUTH FEDERAL WAY,WA 98003-6210 December 28, 1999 Mr. Ken Canfield, Project Engineer , Lakehaven Utility District ,,, 10802 Williams Way SW Lakewood, WA 98498 Re: Process III Approval—Federal Way File No. UP399-0023 19`h—21st Avenue SW Sanitary Sewer Trunk Extension 19th—215`Avenue SW between SW 340' Street and SW 349'Place Dear Mr. Canfield: The city has completed the administrative review of the above referenced application to construct approximately 3,225 feet of 15-inch and 325 feet of 12-inch sanitary sewer line and appurtenances, and demolish an existing pump station. The Process III application is hereby approved consistent with the enclosed Findings, Conclusions, and Conditions for Process III Project Approval, subject to the following conditions: CONDITIONS OF PROCESS III APPROVAL 1. Consistent with the mitigations proposed in the Addendum to the Environmental Checklist for the proposed project(issued by Lakehaven Utility District on July 26, 1999),the following measures shall be implemented to avoid or minimize impacts to Wetland#1 and its associated setback area: a. Clearing and grubbing activities shall be restricted to the maximum extent possible. The boundaries of Wetland#1, the wetland setback area, and the project area shall be clearly flagged during construction in order to avoid impacts to the wetland and its associated setback area. This flagging shall be sufficient to be readily visible from a distance of 50-eet. b. Effective erosion control techniques consistent with City of Federal Way Standards shall be utilized during construction pursuant to the August 9, 1999, Temporary Erosion and Sedimentation Control Plan. Mr. Ken Canfield December 28, 1999 Page 2 of 2 c. All disturbed areas within the setback area of Wetland#1 shall be restored to equal or better condition within 30 days of completion of construction. The re-vegetation of the wetland setback area shall be consistent with pre-construction conditions, which are comprised of non-wetland grasses, including tall fescue, orchard grass, and blue grass. 2. A right-of-way permit is required and a traffic control plan shall be submitted for the review and approval of the Public Works Inspector at least three days before any lane closures or other traffic revisions required for the construction of the project. SEPA PROCESS Lakehaven Utility District is the Lead Agency for the environmental review of the proposed project consistent with the provisions of the State Environmental Policy Act(SEPA). Consistent with SEPA requirements, a Determination of Nonsignificance(DNS) was issued for the proposal on February 18, 1999.A 15-day comment period followed the issuance of the DNS and ended on March 9, 1999.No comment letters were received during the comment period. The appeal period for this determination was completed on March 29, 1999, with no appeals filed. Consistent with SEPA requirements, an Addendum to the Environmental Checklist for the proposed project was issued by Lakehaven Utility District on July 26, 1999. The addendum indicated that a portion of the proposed project will be located within the setback area of a regulated wetland located on the Twin Lakes WSDOT Park and Ride Lot. Additionally, the addendum proposed mitigation measures to avoid or minimize impacts to the wetland and wetland setback area. The mitigation measures shall be applied to the project throughout construction. PROCESS III DECISION AND APPEAL PROCESS The decision and appeal procedures described herein are consistent with"Federal Way City Code" (FWCC) Chapter 22, Article VI. This decision is based on the enclosed Findings and Conclusions for Process III Project Approval, Application UP399-0023, and in accordance with decision criteria listed at FWCC Section 22-395(b). The effective date of this decision is December 31, 1999. Pursuant to FWCC Section 22-397, any party of record for the application may appeal the decision within 14 days of the effective date. However, there are no parties of record for the application other than the applicants. In a December 22, 1999correspondence, the applicant waived the right to appeal the Process III decision. Therefore, the 14-day appeal period shall not apply to this decision. Mr. Ken Canfield December 28, 1999 Page 3 of 3 Unless modified or appealed, this administrative decision will be valid for a period of one year from the effective date. If no further action is taken within one year of effective date,this decision will expire. A single six-month extension may be granted if a written request is . submitted to the Department of Community Development Services at least 30 days prior to the expiration of this decision. Please note that pursuant to FWCC Section 22-396, work on the project may not occur until the third working day after the appeal period has expired. Therefore, since the 14-day appeal period does not apply to this decision, work on the project may begin on January 6, 2000. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. If you have any questions regarding this decision, please contact Tim McHarg, Contract Senior Planner, at(206) 297-2106, or Greg Fewins, Principal Planner, at (253) 661-4108. Sincerely, St en Clifton, A Director of Community Development Services enc: Findings,Conclusions,and Conditions for Process III Project Approval,File No.UP399-0023 Approved Construction Plans,August 9, 1999 c: Tim McHarg, Contract Senior Planner Greg Fewins,Principal Planner File Approval Letter CITY OF • (253)661-4000 �� 33530 1ST WAY SOUTH FEDERAL WAY,WA 98003-6210 FINDINGS, CONCLUSIONS, AND CONDITIONS FOR PROCESS III PROJECT APPROVAL- 19TH-21sT Avenue SW Sanitary Sewer Trunk Extension Federal Way File No. UP399-0023 BACKGROUND Application UP399-0023 is a request to construct approximately 3,225 feet of 15-inch and 325 feet of 12-inch sanitary sewer line and appurtenances, and demolish an existing pump station. The sewer line will be constructed within easements and within improved and unimproved public rights-of-way. A portion of the sewer line will be located in the setback area of a wetland located along the southern property line of the Washington State Department of Transportation (WSDOT) Twin Lakes Park and Ride Facility. Within the wetland setback area,the sewer line will be located within the SW 344`h Street and 20`h Avenue SW unimproved public rights-of-way. The project will be located within easements and within improved and unimproved public rights- of-way. The general project boundaries are SW 340th Street on the north, 19`h Avenue SW on the east, SW 349" Place on the south,and 21s`Avenue SW on the west. PROCEDURAL REQUIREMENTS Pursuant to "Federal Way City Code"(FWCC) Chapter 22, Article VI,Process III-Project Approval, the Director of Community Development Services issues the Process III decision after considering all of the information and comments submitted on the matter, and a determination that the project is consistent with the decisional criteria specified by FWCC Section 22-395(b), as follows: 1. The proposal is consistent with the comprehensive plan; 2. The proposal is consistent with all applicable provisions of this chapter; 3. The proposal is consistent with the public health, safety, and welfare; 4. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal; and 5. The proposed access to the subject property is the optimal location and configuration for access. FINDINGS 1. The applicant proposes to construct approximately 3,225 feet of 15-inch and 325 feet of 12- inch gravity sanitary sewer line and appurtenances. The proposed new gravity sewer line will connect to existing systems at 21'Avenue SW and SW 349th Place at its southern terminus, and 19`h Avenue SW and SW 340th Street at its northern terminus..The existing Sanitary Sewer Pump Station Number 28, located at 21'Avenue SW and SW 349th Place, is proposed to be abandoned and removed as a component of the project. Depth of the sewer line will range from approximately 5 to 26 feet. This project will provide sewer service for commercial and residential developments in this currently unserved area of the City of Federal Way. The gravity sewer line will also accommodate sanitary sewer flows from projects to the south of SW 349th Place. 2. The general project boundaries are SW 340`h Street on the north, 19th Avenue SW on the east, SW 349th Place on the south, and 21'Avenue SW on the west. The project will be located within easements and within improved and unimproved public rights-of-way. The City of Federal Way Public Works Department has determined that the proposed alignment of the sanitary sewer is the optimal location for the improvements. 3. The site is designated as a Single Family-High Density land use by, and is subject to all policies of, the"Federal Way Comprehensive Plan" (FWCP). The site is located within a Residential Single Family (RS-7200) zoning district. The proposed gravity sanitary sewer line and appurtenances are permitted within the RS zoning district subject to Process III, Project Approval, as a public utility land use pursuant to FWCC Sec. 22-644,Public Utility. 4. The proposed gravity sanitary sewer line and appurtenances are defined as a public utility under the FWCC. The proposed gravity sanitary sewer line and appurtenances will be constructed by the Lakehaven Utility District, a government agency providing public water and sewer service. Therefore,the proposed project is an Essential Public Facility pursuant to FWCC Section 22-1. 5. The application has been processed pursuant to, and reviewed for compliance with,the FWCC and FWCP, and with all other applicable statutes, codes, policies, and regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable city requirements. 6. A Notice of Process III Land Use Application was published in the Federal Way Mirror on October 16, 1999, in accordance with code requirements. A 14-day comment period followed the Notice of Land Use Application. The comment period ended on November 1, 1999. No comment letters were received during the comment period. 7. Lakehaven Utility District is the Lead Agency for the environmental review of the proposed project consistent with the provisions of the State Environmental Policy Act(SEPA). Consistent with SEPA requirements,a Determination of Nonsignificance(DNS)was issued for the proposal on February 18, 1999. A 15-day comment period followed the issuance of the DNS and ended on March 9, 1999.No comment letters were received during the Findings,Conclusions,&Conditions Page 2 19`h-21"Sewer/UP399-0023 comment period. The appeal period for this determination was completed on March 29,-- 1999, with no appeals filed. The DNS and the environmental checklist are hereby incorporated by reference as though set forth in full. 8. Consistent with SEPA requirements, an Addendum to the Environmental Checklist for the proposed project was issued by Lakehaven Utility District on July 26, 1999..The addendum indicated that a portion of the proposed project will be located within the setback area of a regulated wetland located on the Twin Lakes WSDOT Park and Ride Lot. Additionally, the addendum proposed mitigation measures to avoid or minimize impacts to the wetland and wetland setback area. The mitigation measures shall be applied to the project throughout construction. The Addendum to the Environmental Checklist is hereby incorporated by reference as though set forth in full. 9. The Federal Way Public Works Department and Lakehaven Utility District have determined that the proposed sanitary sewer improvements are adequate to serve the anticipated demand for the proposal. 10. The existing Sanitary Sewer Pump Station Number 28 will be removed as a component of the project. Vehicular access and parking, for maintenance of the sanitary sewer improvements,will be provided at the former site of Sanitary Sewer Pump Station Number 28, located at 215`Avenue SW and SW 349th Place. Location and design of the access points are in the optimal location and configuration. Because the sanitary sewer improvements will be located within easements and within improved and unimproved public rights-of-way, no other access is necessary. 11. All existing streets disturbed during project construction will be returned to pre-construction condition upon project completion, in accordance with city requirements. The applicant has obtained a right-of-way permit to determine consistency with these requirements. 12. There is one wetland identified and delineated within 100 feet of the project site. The wetland is located in the southeast portion of the Twin Lakes WSDOT Park and Ride Lot property, north of the 344th Street SW right-of-way. A Biology/Wetland Report, July 1993, prepared by William S. Null, identifies the subject wetland as Wetland#1 and states that Wetland#1 is approximately 10,732 square feet in size, measuring approximately 120 feet along the south by 175 feet to the north in a triangular pattern. The report identifies functions associated with Wetland#1 as stormwater storage and discharge,nutrient and sediment trap, limited food chain support, and wildlife habitat area. The report concludes that, based on the small size, isolation, and disturbed nature, Wetland#1 is of relatively low value. 13. A portion of the proposed sanitary sewer improvements will be located in the 100-foot setback area of Wetland#1. Within the wetland setback area,the sewer line will be located entirely within the 344th Street SW and 20th Avenue SW unimproved public rights-of-way. No sanitary sewer improvements or associated construction activities are proposed to intrude into the delineated boundaries of Wetland#1, nor will Wetland#1 be disturbed during construction. Findings,Conclusions,&Conditions Page 3 19t-21°`Sewer/UP399-0023 14. The City of Federal Way conditionally approved essential public facilities and utilities intrusions into the setback area of Wetland#1 under File Number SPR95-0026 on October 8, 1996. These essential public facilities intrusions were components of the Twin Lakes WSDOT Park and Ride Lot and consisted of right-of-way improvements for SW 344th Street, storm sewers, portions of a bus circulation roadway,pedestrian loading area, wetpond, and buffer landscaping. 15. Application SPR95-0026 considered the requirements of the FWCC and the impacts to Wetland#1 and the wetland setback area resulting from the portion of the proposed sanitary sewer improvements located within the utility corridor of the 344th Street SW right-of-way. The proposed sanitary sewer improvements project has been coordinated with the construction of the Twin Lakes WSDOT Park and Ride Facility to minimize impacts to the wetland and the wetland setback area. The mitigation measures and conditions of approval for SPR96-0026 will adequately mitigate the location of the proposed sanitary sewer improvements within the utility corridor of the 344th Street SW right-of-way. 16. Approximately 50 linear feet of the proposed sanitary sewer improvements project will be located within the setback area of Wetland#1. The wetland setback intrusion will occur in the southern portion of the wetland setback area at a distance of approximately 52-feet from the delineated edge of Wetland#1. This area of the wetland setback area has been extensively disturbed and consists of non-wetland grasses, including tall fescue, orchard grass, and blue grass. This portion of the proposed sanitary sewer improvements intruding into the setback area of Wetland#1 will be located entirely within the utility corridor of the 20`h Avenue SW unimproved right-of-way. This essential public facility intrusion into the setback area of Wetland#1 and the resulting impacts to Wetland#1 and the wetland setback area were not considered as a component of SPR95-0026. 17. FWCC Section 22-1359(b)provides a process to consider the intrusion of essential public facilities into a wetland setback area. Pursuant to FWCC Section 22-1359(b),the Director of Community Development Services may permit placement of an essential public facility or utility within a wetland setback area if the following criteria are met: a. The improvement must traverse the setback area because no feasible alternative location exists based on an analysis of technology and system efficiency. Approximately 50 linear feet of the proposed sanitary sewer improvements and associated trenching and grading will intrude into the southern portion of the 100 foot setback area of Wetland#1. This portion of the proposed sanitary sewer improvements intruding into the wetland setback area of Wetland#1 has been designed to be located entirely within the utility corridor of the 20" Avenue SW unimproved right-of-way. The existing location of the 20`h Avenue SW unimproved right-of-way traverses the setback area of Wetland#1. In order to avoid the regulated wetland setback,the 20`h Avenue SW right-of-way and utility corridor would have to be relocated a distance of approximately 150 feet to the east or west. This would result in significant system inefficiency since it would alter the Findings,Conclusions,&Conditions Page 4 19t-218t Sewer/UP399-0023 existing and planned transportation network and_utility service in this area of Federal Way. Therefore,there is no feasible or alternative location for the proposed roadway and utility improvements to the 20`h Avenue SW right-of-way and utility corridor. b. The specific location and extent of the intrusion into the setback area must constitute the minimum necessary encroachment to meet the requirements of the essential public facility or utility. The proposed sanitary sewer improvements have been designed to meet the requirements and standards of the Lakehaven Utility District and Washington State Department of Ecology. The utility improvements are fully contained within the utility corridor of the 20th Avenue SW right-of-way and will not result in additional wetland setback intrusions. The project will not result in additional impervious surface within the wetland setback area of Wetland#1. The proposed sanitary sewer improvements project has been coordinated with the construction of the Twin Lakes WSDOT Park and Ride Facility to minimize impacts to the wetland and the wetland setback area. Subsequent to the construction of the SW 344th Street improvements considered under Application SPR95-0026,the wetland setback area to the south of SW 344`h Street will no longer function as a buffer area for Wetland#1 due to alteration of topography, addition of impervious surface, and disruption of sub-surface hydrology. The proposal does not include additional intrusions other than those required to meet the sanitary sewer system requirements for the surrounding area. Therefore,the extent of the wetland setback intrusion constitutes the minimum necessary encroachment. 18. The proposal is consistent with the FWCP; all applicable provisions of FWCC Chapter 22; and the public health, safety, and welfare. Streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, and access to the subject property is the optimal location. Thus, the project meets all decisional criteria of FWCC Section 22-395(b). 19. This decision shall not waive future compliance with future City of Federal Way codes, policies, and standards relating to this development. CONCLUSIONS The proposal has been reviewed for compliance with the FWCC and FWCP, and other applicable city codes,plans,policies, and regulations. The proposal has been found to meet the decisional criteria of FWCC Article VI,Process III-'Project Approval. Findings,Conclusions,&Conditions Page 5 19`h-21,t Sewer/UP399-0023 Based on the findings and conclusions of this review, conditional approval of this project is recommended. This decision shall not waive compliance with future City of Federal Way codes, policies, or standards relating to this decision. CONDITIONS _ r 1. Consistent with the mitigations proposed in the Addendum to the Environmental Checklist for the proposed project(issued by Lakehaven Utility District on July 26, 1999), the following measures shall be implemented to avoid or minimize impacts to Wetland#1 and its associated setback area: a. Clearing and grubbing activities shall be restricted to the maximum extent possible. The boundaries of Wetland#1, the wetland setback area, and the project area shall be clearly flagged during construction in order to avoid impacts to the wetland and its associated setback area. This flagging shall be sufficient to be readily visible from a distance of 50-feet. b. Effective erosion control techniques consistent with City of Federal Way Standards shall be utilized during construction pursuant to the August 9, 1999, Temporary Erosion and Sedimentation Control Plan. c. All disturbed areas within the setback area of Wetland#1 shall be restored upon project completion. All surface area within the wetland setback area shall be restored to equal or better condition within 30 days of completion of construction. The re-vegetation of the wetland setback area shall be consistent with pre-construction conditions, which are comprised of non-wetland grasses, including tall fescue, orchard grass, and blue grass. 2. A traffic control plan shall be submitted for the review and approval of the Public Works Inspector at least three days prior to any lane closures or other traffic revisions required for the construction of the project. Approved Drawings: Construction Plans,August 9, 1999 Prepared by: Tim McHarg, Contract Senior Planner Madrona Planning & Development Services Date: December 28 1999 Findings • Findings,Conclusions,&Conditions Page 6 10-2151 Sewer/UP399-0023 • J' CITs---. .� 33530 1ST WAY SOUTH (206) 661-4000 .i. FEDERAL WAY, WA 98003-6210 • October 15, 1999 Ken Canfield Project Engineer Lakehaven Utility District 10802 Williams Way SW Lakewood, WA 98498 i f RE: Notice of Complete Application 19th—21'Avenue SW Sanitary Sewer Trunk Extension 19th—21'`Avenue SW between SW 340`h Street and SW 349th Place Federal Way File No. UP399-0023 Dear Mr. Canfield: On September 22, 1999, the Department of Community Development Services received a Master Land Use Application for a proposal to construct approximately 3,225 feet of 15-inch and 325 feet of 12-inch sanitary sewer line and appurtenances and to demolish an existing pump station. Upon receipt, the Community Development Review Committee conducted a completeness review of the Master Land Use Application and the submittal packet based upon the submittal requirements for Process III Project Approval. Pursuant to the requirements of the Federal Way City Code(FWCC),the City has twenty eight (28) days to determine whether an application is complete. Please consider this letter as a Letter of Completeness. Pursuant to FWCC,the application is deemed complete as of October 15, 1999,based on the submittal requirements for State Environmental Policy Act (SEPA)Review and Process III Project Approval. A one hundred twenty(120) day time line for reviewing the project has started as of this date. The City has one hundred twenty(120) days from the date that an application is deemed complete to take action on the application. However, please be aware that the one hundred twenty(120)day time line can be stopped at any time that the City requests additional information. You will be informed of the status of the one hundred twenty(120) day time line when you are notified in writing that additional information is needed. Mr.Ken Canfield October 15, 1999 Re: UP399-0023 Page 2 Having met the submittal requirements, your application is now ready for processing. Therefore, a Notice of Application will be published and posted within fourteen(14)days of this Determination of Completeness based on city procedures. The Department of Community Development has responsibility to notify other agencies who may have jurisdiction over your development project or an interest in it. If you should have any questions regarding this letter or your development project,please contact me at (206) 297-2106, or Greg Fewins,Principal Planner, at(253)661-4108. Sin ely, Tim map Contract Senior Planner cc: Greg Fewins,Principal Planner Ann Dower,Engineering Plans Reviewer Greg Brozek,Federal Way Fire Department File 11441 7 4,....,._,,,......if D •.t , 1 ,,.„.., i , - , , r) ' NL 1 D .k.i , 1.-* 4 ."4-' 4.'11 v" i-= n- , . n 0 .I. : ',H \ . n L. Cr) n • , ,- + 1 0 17 Ch. r_-- Cr) 7 I . . .. „ ,....„' , tr. • I ; , , , ! 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By OCT _p4Rr,;f/ 4 ADDRESSEE d 5 • 1 UNKNOWN 7999 I RETURN TO SENDER AY SOUTH PM 1 "�r (`� VAY, WA 98003 N �--- __�' RcEIVrgy 242103 9065 OCT 1999 C WAYNE JOHNSON 35005 21ST AVE SW • FEDERAL WAY WA 98023 iN Illt JUHtVvv= RETURN,loov �TO~SENDER 11 1V/ 1Y/YY 40T'DELiVERABLE / O FO AR RD OER ON FILE AS ADDRESSED /1/ /') ,//( nj TO SENDER- UNABLE TO FORWARD RETURN TO SENDER__ ___._ .__ _ ...iLL .•s`.:.^ iiiittittiiiititiilititiitiiititiltittititttiiiiliti Y., WA 98003 �a+�/ T .‘n A/A Jr r.rrT,, RE CEIVED BY ' . ; 199P 795620 0010 BRUCE R& PATRICIA L BURRELL 1956 SW 350TH ST FEDERAL WAY WA 98023 OURR956 900232924 1N 09 10/19I99 --- - RETURN TO SENDER SEE:. r' NO FORWARD ORDER ON FILE UNABLE TO FORWARD OWN RETURN TO SENDER N 10 SEPNGEB 1;: '34v27$-6-. 3 ; litiitit,ltiindiiiiiinulift„iii„kiwilidni 'AL WAY i , WA 98003 —_ p'�iU4//a// RECEIVED BY 542350 0420 ^n��Fa„ ,— ,-r,nn4:�.-��,. EDWIN & VERONICA SOTO OCT 1999 1829 SW 349TH PL J FEDERAL WAY WA 98023 SOTOt�29 93G23292�i IN 09 iO/i9%99 "'- _" RETURN TO SENDER c:Ct. NO FORWARD ORDER ON FILE UNABLE TO FORWARD `t1NV RETURN TO SENDER 1 TE) SENDERI {{ ^0sl92 .."!, ,��,iAr'i,.-7 : 4 -11 1 1 111 1i 41 II , r , , ,,, , . 1 FEDERAL WAY, WA 98003 V. "��= =R . , , , �- (,. :�E, , tl:tt ;�� f ,r No s.c:. F is !1 to Do sot ce,ra;;;;this t;.� RECEIVED BY a.apt CnMMUnnT, 666490 0040 Del- 199 OCCUPANT 34530 14TH WAY SW FEDERAL WAY WA 98023 �" NO SUC.Fi NUMBER RETURN TO SENDER '..a`..i !T-:_�.!_:__.i lliliiiiiiiiliiiiitiiiilltiliiitiltiiililiiiil7tliil YTt1 70 , ,r: 1 742800 0220 _ - LOUIE & BARBARA A BO1Z`re..''' ^ ' :_:.,*_,.....:,',_;,--.:11.',i„p, �ECEIVEp g 1704 SW 347TH PL - ''FEDERAL WAY WA 9802&,,. . 7 (j C r. 01 rEmait lit 1iii,cq —��. r.—_________-_____________ aD R_ )Ct: oeloD. I UNKNOWN LiURNTosENorP i tlG23—?r ,�fp it it tt jjtt ff ii byiy ° _: . : 1iiit.hilillni ltibialii1It, 1,1,,I.I"tlili1,,I , tychAQ- ( _ . V b(9'2)7y* 4 7L:i 2 Resident 125 S.W. Campus Drive,Apt.#30-203 Federal Way,WA 98003 • NOT DELIVERABIE ' AS ADDRESSED 'UNABLE TO FORWARD RETURN TO SENDER .. - -- - --- sa% ; 4k. , if i 1 i ii si1tf ) 1 7 jj 1i i t i m iiitiliiiiiiiiiiiiiliitiiiitiiiiiililiiii!tibia 4'i$-L [TY OF FEDERAL WAY ,�P r� i530 1ST WAY SOUTH =� +'I EDERAL WAY, WA 98003 ! t— ��_ 15 OCT s-e _ '339 lor---,_ n b 06 I V-e,k (-. c7, 957480 0009 7) OCCUPANT 2128 SW 347TH ST RECEIVED BY FEDERAL WAY WA 98023 r(Wkr,',,,,--.,, 1NO1 DELIVERABLE AS ADDRESSED i.Pii,3LE TO FORWARD k !RETURN TO SE44 ER .,...—_ _ ___.._ ___----_-_-_-__- _- 3a02-a-730SAw,S;$;'6-2..-.2,i li,i„I„I,il,,,ii,,,,,ti„li,,,,i,i„i,I,,,ill,l„i FEDERAL WAY, WA 98003 . , _.,—. -_ _,._._--"" ; 0 .p_e___ - ' r j` IL ..,.. __ 242103 9072 ~V �L C( OCCUPANT 35027 21ST AVE SW FEDERAL WAY WA 98023 RECEIVED BY • NOT DELIVERABLE AS ADDRESSED 00-1 2 .i 1999 UNABLE TO FORWARD RETUP,N TO S;:r R. lac, —s ,-.�.�,• __ 622 li,i„I„i,i1,,,i1,,,,ti1„11,,,,i,l„i,l,,,fii,l„i ,ate- " I ---- Y —7 ----'' 176110 0030 (J OCCUPANT RECEI BY 2202 SW 349TH PL i�fi�^ �� FEDERAL WAY WA 98023 CC; 2 1 199� NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD RETURN TO SENDER I 9102 s_,S .;; : il,l„ie,I,li,,,li,,,.,,11„il,,,,i,l„I,t,,,lil,l„i CITY OF FEDERAL WAY ®33530 1ST WAY SOUTH �; _ A FEDERAL WAY,WA 98003 - _ 242103 9061 I\D ---) <(/ OCCUPANT J �n""'� �„r R-1/,-- ED 34815 21ST AVE SW FEDERAL WAY WA 98023 OCT 2 1 19 ; ' i [RETURN E 0 SEr,r)r,> i _.__ __. -. __ 96O 2'7-3 A?0, 6"- - - 1 liii==1f,iIl1„Iil="„li„ii=,,,i,i,=f,i,=flli,!„i 666490 0480 ,,1,714,,,„n RECEIVED BY JIMMIE N& ZENAIDA M STONE 24628 14TH PL SW OCT 2 1 199S FEDERAL WAY WA 98023 r r r w __ - _ �.-.. .-. :� ji,i,2i,=1.1i��ll===Egli,=1t===�l.l=�i,i��,ili,lz,l CITY OF FEDERAL WAY p Y 33530 1ST WAY SOUTH n ='.� �� FEDERAL WAY, WA 98003 fcr 742800 0390 , PAVEL A& ALEKSANDRA SARIKOV ,.nmfirA RFC 2002 SW 247TH PL n,,,,,_ FIi�F,� QY FEDERAL WAY WA 98023 NUMBER RETURN TO SENOEP i ` I ill l 1 i II !i II II 1 = i i III i i .-ate=_=_. •.• . 33530 1ST WAY SOUTH - '') "'�`- FEDERAL WAY,WA 98003 I= °"' -"�----" MA. • 666491 0150 • 'n°' "^" RECE��ED BY MICHAEL T & PATRICIA H CHASE � , °�^Ewr� �� 34403 15TH PL SW -; �, • CCT 2 n 199q FEDERAL WAY WA 98023 I U N K N U W r; ,..,.....i k C I AEI URN 10 SENDER. x,,,,,st. 1. /eta _ ro FG 542350 0460 Ar�em ;:J ..: OCCUPAN �, c, 1809 SW 9TH PL :h L._. fil:;J2t..._� +�`-CEIVED BY FEDE WAY WA 98,023',,; ,s:in x,t ---- :\_OFF 'iJ in (',iq U4`iJGd %.lie y % 19q9 NOT OEL!'rERA$1 [AS ".CORESSED UNABLE TO FORWARD RETURN TO spit:ER vvvua _- _ t', WA 98003 RECEIVEC s3 _--,,'',=5- T POMM!Inn-Tv OCT z1 , 176110 0520 JACQUES A & ZELODIUS CROCKRELL. 2203 SW 349TH PL FEDERAL WAY WA• {.,FSVt.. V' YOV��G'YYG' 11.,Y0 11 1V/ 1Y/YY RETURN TO SENDER CROCKRELL MOVED LEFT NO ADDRESS nFTIIIIRN LE TO SENDERO 36 _ 4 t 023—30'yai_KO i:.:221 li i i i ii (i ii I! I 11111 ,fi`II,Li1l,tifill,iiili,li .... VY tt I - Y SOUTH ----- ---7--r EIENN ;--.-/;•.1-` ,- ------.""'"''-----'7*--.777. •-Siligii it AY, WA 98003 r•-:::_c 5 .,. (, , 4'4 --J ..,_ . - -- --•! ,, --'- "WM1, _..oftv 542350 0320 PATRICK J& REBECCA A MCCLEARY 9805 NE 116TH S \ 6-\ ) KIRKLAN /_,,,.,\)_. RECEIVED P,Y ---,H OCT 2 2 -1,,s . ..,.. ..T ._. . - - ;AL WAY (... i i,: ,—i - ' - — ' 144..artilli._ f ;) SOUTH 1:-., t.):I" j ,WA 98003 'I) w...., 666490 0300 1 JOHN D &VALERIE L HAMES 125 SW CAMPUS DR#30-105 RECEIVED BY FEDERAL WAY WA 98023 -04 P-r-Prfvr OCT -i $.? .19. gq, 11'1,11.11111ml' 11,.11,,,,i,1"1,1,,,111,1,i1 666491 0140 DOUGLAS E WOODS -,...' RECEIVED BY 34331 15TH PL SW 7 C,nkAkiF INITv'7`lri oP',f,-N-r7PARTivENT FEDERAL WAY WA 98023 --,-. OCT 1. 9 1999 1 Anr;P:S:cEi , , 1 UtiKNOVN" ---------1].)------ v.. ; ! RETURN TO SENDER "%e.°2- -Liagar..a, ...•.-..2.,. lid..1,.1.11,..11.. 11.,13„„iiii.hi.„111,1.,1 • • FEDERAL WAY MIRR_ oR • - Your Community Newspaper - Affidavit of Publication George LeMasurier, being first duly sworn, on oath disposes and says that he is the Publisher of The Mirror, a hi-weekly newspaper. That said newspaper is published in the English language continually as a bi-weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time was printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a Legal Advertisement by CITY OF FEDERAL WAY L-#088 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 20th day of October , 19 99 , and ending on the 20th day of October , 19 99 , both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. r That the full amount of the fee charged for the foregoing publication in the sum of $ 177.10 , which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090. Subscribed to and sworn before me this 21st day of October , 19 99 • Notary Public in and for the State of Washington. Residing at Tacoma 1414 SO.324TH STREET,SUITE B210,FEDERAL WAY,WA 98003 • 253-925-5565 ■ FAX:253-925-5750 0 No t . AP t, Project Name:19th-21st Avenue SW Sanitary Sewer Trunk Extension RoMliferft EnwUorwnaMal l7eal- mmltAre Awilabk at ea Ads Project Description: Construct approximately 3,225 feet of 15- YLS' Noinch and 325 feet of 12-inch sani- tary Development R u/ahons To sewer emlin and existing Be Used For Project Mitigation, nances and demolish an existing Known at this Time: pump station.The sewer line will 1. "Federal Way City be constructed within easements and within improved and unim- Code"(FWCC) proved public rights-of-way. The Chapter 18, sewer line will be located In the Environmental setback area of a wetland located Protection along the southern property line 2. FWCC Chapter 21, of the 21st Avenue WSDOT Park Surface&Stormwater and Ride Facility.Within the wet- Management land setback area,the sewer line 3. FWCC Chapter.22, will be located within the 344th zoning Street SW and 20th Avenue SW unimproved public rights-of-way. Consistency with Applicable City The construction of the sewer Plans and Regulations: line will be coordinated with the The project will be reviewed construction of the 21st Avenue for consistency with all applica- WSDOT Park and Ride FacUity to ble codes and regulations, . minimize impacts to the wetland. including FWCC Zoning, Surface A determination of nonsignifl- and Stormwater Management and canoe (DNS) for the proposed Environmental Protection Codes; project was issued by Lakehavenand Uniform Building, Fire, and Utility District on lebruary 18, Mechanical Codes. 19 An addendum Lakehavent the tiles The official file is available for was issued Julyy 6,19 . Utility public review at the Department of District on Y8,1999. Community Development Services, A licant Ken Canfield,Pro- 33530 First Way South , Federal Oct Engineer,Lakehaven Utility Way,WA 98003. bist Ancomments person they proposedp �w land Project Location: The project action to the Director ofommunity will be located within easements Developmentby and within improved and unim- der Services 'govern- proved public rights-of-way. The y persons who sub- general project boundaries are mit written comments to the director, SW 340th Street on the north, or specifically requests a copy of the 19th Avenue SW on the east,SW decision,may appeal the Process Ill 349th Place on the south, and rojectdApprova writ is decwill be 21st Avenue SW on the west. with Date Application Received: City Contact Persons: Tm McHaratbe 1999D Determination Complete: Contract Senior Planner October 15,1999 Phone:(206)297-2106 Date of Notice October 16,1999Application: Jeer a ) Permits Required by this Appli- talk N'l cation: Publisin+fk Pelleral Vilip&Smor 1. Process Ill Project !R4 •n_,. ,: .,. Approval(File No. UP399-0023) Other Permits Known at thiis Mae ana Plitt littlutted hi ilk Applkeallost IliffillesePani CITY OF • 1\)1\) (206) - 20 33530 1ST WAY SOUTH FEDERAL WAY, WA 9800303-6210 AFFIDAVIT OF DISTRIBUTION • 1, NAT/9-L.l E hereby declare, under penalty of perjury of the laws of the State of Washington, that a: p( Notice of Land Use Application ❑ Notice of Land Use Action ❑ Notice of Determination of ❑ Notice of Public Hearing before the Significance (DS) Hearing Examiner ❑ Notice of Determination of ❑ Notice of Planning Commission Public Nonsignificance and Scoping Notice Hearing ❑ Notice of Environmental ❑ Notice of LUTC/CC Public Hearing Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Environmental Mitigated Determination of Nonsignificance ❑ Shoreline Management Permit (SEPA, MDNS) ❑ Other was mailed/faxed/posted to/at each of following addresses(see attached) on ©el-• /s , 1999. Project Name —Il Est AvF W &NMFRX St'W .T►Zun1!< xi- i.&io4 File Number(s) l l'f'3`Z 9 - ap3 Signature � �, Date O '• /, / 97? i AFFIDAVI.FRM REVISED 1/15/99 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: 19th—21"Avenue SW Sanitary Sewer Trunk Extension Project Description: Construct approximately 3,225 feet of 15-inch and 325 feet of 12-inch sanitary sewer line and appurtenances and demolish an existing pump station. The sewer line will be constructed within easements and within improved and unimproved public rights-of-way. The sewer line will be located in the setback area of a wetland located along the southern property line of the 21"Avenue WSDOT Park and Ride Facility. Within the wetland setback area, the sewer line will be located within the 344th Street SW and 20th Avenue SW unimproved public rights-of-way. The construction of the sewer line will be coordinated with the construction of the 21"Avenue WSDOT Park and Ride Facility to minimize impacts to the wetland. A determination of nonsignificance (DNS) for the proposed project was issued by Lakehaven Utility District on February 18, 1999. An addendum to the DNS was issued by Lakehaven Utility District on July 26, 1999. Applicant: Ken Canfield, Project Engineer, Lakehaven Utility District Project Location: The project will be located within easements and within improved and unimproved public rights-of-way. The general project boundaries are SW 340th Street on the north, 19th Avenue SW on the east, SW 349th Place on the south, and 21"Avenue SW on the west. Date Application Received: September 22, 1999 Date Determined Complete: October 15, 1999 Date of Notice of Application: October 16, 1999 Permits Required by this Application: 1. Process III Project Approval (File No..UP399-0023) Other Permits Known at this Time and Not Included in this Application: 1. Building Permit Relevant Environmental Documents Are Available at the Address Below: X Yes No Development Regulations to Be Used for Project Mitigation, Known at this Time: 1. "Federal Way City Code" (FWCC) Chapter 18, Environmental Protection 2. FWCC Chapter 21, Surface and Stormwater Management 3. FWCC Chapter 22, Zoning Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including FWCC Zoning, Surface and Stormwater Management, and Environmental Protection Codes; and Uniform Building, Fire, and Mechanical Codes. The official file is available for public review at the Department of Community Development Services, 33530 First Way South, Federal Way, WA 98003. Any person may submit written comments on the proposed land use action to the Director of Community Development Services by November 1, 1999 . Only persons who submit written comments to the director, or specifically request a copy of the decision, may appeal the Process III Project Approval decision. Details of appeal procedures for the Process III Project Approval decision will be included with the written decision. City Contacts: Tim McHarg, Contract Senior Planner Phone: (206) 297-2106 Greg Fewins, Principal Planner Phone: (253) 661-4108 • L:\PRMSYS\DOCUMENT\UP399 00.23\LUNOTICE.DOC R Y ;OMMUNITYY DEVEELOPMENNT D DEPARTMENT 011470 0280 011470 0280 JOHN A & PEGGY A NORDEEN OCCUPANT SEP 03 1999 32638 194TH AVE SE 2123 SW 346TH ST KENT WA 98042 FEDERAL WAY WA 98023 011470 0290 011470 0300 WILLIAM G ADAIR PAUL L & PAMELA K KNOGHT 2117 SW 346TH ST 2109 SW 346TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 011470 0310 011470 0310 PAMELA K KNIGHT OCCUPANT 4003 S 286TH ST 2103 SW 346TH ST AUBURN WA 98001 FEDERAL WAY WA 98023 176110 0010 176110 0020 ROBERT C & SANDRA NORRIS JOHN M& KRIS MARIE HICKMAN 2104 SW 349TH PL 2110 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 176110 0030 176110 0030 JAMES W& FLORENDA J SIMMONS OCCUPANT PO BOX 25125 2202 SW 349TH PL FEDERAL WAY WA 98093 FEDERAL WAY WA 98023 176110 0040 176110 0050 JEFFREY F MCCAULEY ROBERT W & JUDY A DAVIS 2208 SW 349TH PL 2214 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 176110 0060 176110 0070 DALE & LIZABETH D GALLOWAY LORI J HERDA 2220 SW 349TH PL 2300 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 176110 0490 176110 0500 ANH TRONG & TUONG THI PHAM MICHAEL 0 & KRISTIN KAY MILHOLLAND 34904 23RD AVE SW 34910 23RD AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 176110 0510 176110 0520 JOHNNY L & TRACY A SMITH JACQUES A & ZELODIUS CROCKRELL 2209 SW 349TH PL 2203 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 176110 0530 176110 0540 LAVORIS A & VIKI A HAWKINS JEFF D & KARIN N PEABODY 2111 SW 349TH PL 2105 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 176110 0550 176110 0580 CITY OF FEDERAL WAY REUBEN H F & KERI ANN L LOO 33530 1ST WAYS 22-13 SW 350TH PL FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 192104 9018 192104 9018 ALEX C & SYLVIA L PAN OCCUPANT 14 SHIRE LN 1525 SW 341ST PL BEDFORD MA 01730 FEDERAL WAY WA 98023 192104 9019 192104 9024 HAPPY VALLEY LAND CO JOHN & JO ELLEN NELSON PO BOX 1324 PO BOX 3229 ISSAQUAH WA 98027 FEDERAL WAY WA 98063 192104 9025 192104 9026 JOYCE A HARRISON JOHN & JOELLEN NELSON PO BOX 311 PO BOX 3229 LAKEBAY WA 98349 FEDERAL WAY WA 98063 192104 9027 192104 9028 PEI-YI CORPORATION WILLARD S CROW 701 GALER ST#618 3803 120TH AVE SE SEATTLE WA 98109 BELLEVUE WA 98006 192104 9031 192104 9032 STEVEN I WEISMAN OSA LOREN S DELA P O BOX 16 5603 7TH AVE NW# 3 KING COVE AK 99612 SEATTLE WA 98107 192104 9032 192104 9033 OCCUPANT FEDERAL WAY PUBLIC SCHOOLS 34020 21 ST AVE SW 31405 18TH AVE S FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 192104 9052 242103 9005 FEDERAL WAY SCHOOL DIST #210 LIGHT OF CHRIST LUTHERAN CHURCH 31405 18TH AVE S 1911 SW CAMPUS DR FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 242103 9006 242103 9008 YEN CHEN & CHANG ASSOCIATES STATE OF WASHINGTON 153 HIGHLAND DR PO BOX 47338 SEATTLE WA 98109 OLYMPIA WA 98504 242103 9018 242103 9019 FORTUNATO PENA R D GARLOCK 1102 6282 KATHLEEN AVE 34424 21ST AVE SW BURNABY BC V5H 4J4 FEDERAL WAY WA 98023 242103 9020 242103 9020 RUFO F & ZENAIDA S BRUAN OCCUPANT 17048 SE E 257TH PL 34440.21ST AVE SW KENT WA 98042 FEDERAL WAY WA 98023 242103 9021 242103 9022 HAPPY VALLEY LAND COMPANY LLC HAPPY VALLEY LAND COMPANY LLC PO BOX 1324 PO BOX 1324 ISSAQUAH WA 98027 ISSAQUAH WA 98027 242103 9044 242103 9048 CITY OF FEDERAL WAY WASH STATE DEPT OF TRANSPORTATION 33530 1ST WAY S PO BOX 47338 FEDERAL WAY WA 98003 OLYMPIA WA 98504 242103 9051 242103 9051 WILLIAM C & KATHERINE G FORTMAN OCCUPANT 37820 39TH AVE S 1605 SW 341ST PL AUBURN WA 98001 FEDERAL WAY WA 98023 242103 9053 242103 9054 JOYCE A HARRISON YEN CHEN & CHANG ASSOCIATES PO BOX 311 153 HIGHLAND DR LAKEBAY WA 98349 SEATTLE WA 98109 242103 9056 242103 9056 HAPPY VALLEY LAND COMPANY LLC HAPPY VALLEY LAND COMPANY LLC PO BOX 1324 PO BOX 1324 ISSAQUAH WA 98027 ISSAQUAH WA 98027 242103 9056 242103 9057 OCCUPANT HELENITA Y ROBB 34444 21ST AVE SW 34729 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 242103 9058 242103 9061 KEN & LINDA JENSEMA SOUND ENERGY PUGET 34735 21ST AVE SW PO BOX 90868 FEDERAL WAY WA 98023 BELLEVUE WA 98009 242103 9061 242103 9062 OCCUPANT RANDALL CHUN 34815 21ST AVE SW PO BOX 234 FEDERAL WAY WA 98023 MILTON WA 98354 242103 9062 242103 9065 OCCUPANT C WAYNE JOHNSON 35025 21ST AVE SW 35005 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 242103 9065 242103 9072 C WAYNE JOHNSON PENNY L JONES 35005 21ST AVE SW POBOX-23047 FEDERAL WAY WA 98023 FEDERAL WAY WA 98093 242103 9072 242103 9072 OCCUPANT OCCUPANT 35027 21ST AVE SW 35010 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 242103 9074 242103 9077 RICHARD D GARLOCK SANRDA PECHLER 34424 21ST AVE SW 13814 SE ALLEN RD FEDERAL WAY WA 98023 BELLEVUE WA 98006 242103 9078 242103 9079 JAROSLAW R& ELZBI POLISZCZUK YOSIEPH & ADEM NURIA TEKIE 34725 21ST AVE SW 34731 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 242103 9080 242103 9085 EVERGREEN BIBLE CHAPEL JOSE V & EVELYN B CASTELLAR 34030 21ST AVE SW 34446 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 242103 9087 242103 9087 OCCUPANT THE REORGANIZED CHURCH 34227 21ST AVE SW PO BOX 18469 FEDERAL WAY WA 98023 SEATTLE WA 98118 242103 9088 242103 9090 FEDERAL WAY PUBLIC SCHOOLS ROGER A ROWLAND JR. 31405 18TH AVE S 34733 21ST AVE SW FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 242103 9098 242103 9114 LINDA& KEN JENSEMA LEONARD R WELTER 34735 21ST AVE SW 7227 120TH STREET CT NW FEDERAL WAY WA 98023 GIG HARBOR WA 98332 242103 9117 242103 9118 TIMOTHY J & LISA J KURNIK ANN MARIE HASENOEHRL 34918 23RD AVE SW 34922 23RD AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 242103 9119 242103 9119 FEI TANG FEI TANG 34914 33RD AVE SW 34914 33RD AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 330630 0290 330630 0300 DENISE M MARTIN HOWARD T& MOLLIE V WALTMAN 34038 22ND PL SW 34042 22ND-PL-SW - - - FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 330630 0630 330630 0640 ANNE M RUDDELL JEFFREY E HAYNES 2203 SW 342ND ST 2113 SW 342ND ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 330630 0650 330630 0650 MARSE & BETH MCNAUGHTON OCCUPANT 10815 GREENDALE DR SW 2105 SW 342ND ST TACOMA WA 98498 FEDERAL WAY WA 98023 542350 0010 542350 0020 DAVID S LEWIS CLAES G HAGSTROMER 2032 SW 348TH ST 2026 SW 348TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0030 542350 0030 ALEX KIM OCCUPANT 1414 S 324TH ST#B209 2020 SW 348TH ST FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 542350 0040 542350 0050 RAY& KAREN N SAY JAMES L & SIGRID M GATENS 2014 SW 348TH ST 2008 SW 348TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0060 542350 0070 ELDEN HUGH & MARY BETH ADRIAN DEAN C BROWN 2002 SW 348TH ST 1910 SW 348TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0080 542350 0090 MARK A & KIMBERLY K DYE SHARON ELAINE BROWN 1904 SW 348TH ST 1826 SW 348TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0100 542350 0110 OCCUPANT TOM & CHOI KAWAMOTO 1820 SW 348TH ST 1814 SW 348TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0120 542350 0270 EDWAYNE A & MA LINDA PALAD PAEZ KENNETH G & DIANE L CRABTREE 1808 SW 348TH ST 1809 SW 348TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 542350 0280 542350 0290 TIMOTHY M & DEBRA L NAU JOHN & DIANA BUHALY 34802 19TH CT SW _ 34806 19TH CT SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0300 542350 0310 RICHARD S & FRANCHESCA HENDERSON NOT AVAILABLE FROM COUNTY 34810 19TH CT SW 34814 19TH CT SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0320 542350 0320 PATRICK J & REBECCA A MCCLEARY OCCUPANT 9805 NE 116TH ST 34809 19TH CT SW KIRKLAND WA 98034 FEDERAL WAY WA 98023 542350 0330 542350 0340 CAROLINE M PATTERSON KENNETH G & BARBARA J TURRELL 34805 19TH CT SW 34801 19TH CT SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0350 542350 0360 CHARLES F & BARBARA J DERHEIM BRIAN KNOX & JEAN I ALEXANDER 34811 18TH AVE SW 34819 18TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0370 542350 0380 RANDY A CHENARD GORDON V BLUE 1804 SW 349TH PL 1810 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0390 542350 0400 MAY XEE & CHAIPRIN KAJSONG LY ANOULOM & KENECHANH SENGSIRIRAK 1816 SW 349TH PL 1822 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0410 542350 0420 WILLIAM L CASEY EDWIN & VERONICA SOTO 1826 SW 349TH PL 1829 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0430 542350 0440 VERL R& BETTY A PETERSEN ROCKY D & DONNA BISOGNO 1825 SW 349TH PL 1821 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0450 542350 0460 DENNIS J STORM ADLAI SHAHED 1815 SW 349TH PL 31838 25TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 542350 0460 542350 0470 OCCUPANT WON PYO & KUM SUN SO 1809 SW 349TH PL 1803 SW 349TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 542350 0620 542350 0620 CITY OF FEDERAL WAY CITY OF FEDERAL WAY 33530 1ST WAYS 33530 1ST WAY S FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 542350 0630 666490 0010 NORTHWEST CHURCH STANLEY I &NAOMI NAKANISHI PO BOX 25110 1204 SW 346TH ST FEDERAL WAY WA 98093 FEDERAL WAY WA 98023 666490 0020 666490 0030 LARRY K & AGNES L VAUGHAN CLEMENT T F & MURIEL L QUON 1210 SW 346TH ST 808 CONSTITUTION DR FEDERAL WAY WA 98023 FOSTER CITY CA 94404 666490 0030 666490 0040 OCCUPANT MICHAEL R& KIMBERLY K CLIFTON 1216 SW 346TH ST 34519 14TH WAY SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0040 666490 0050 OCCUPANT ROBERT C & KAREN R BREUKLANDER 34530 14TH WAY SW 34513 14TH WAY SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0050 666490 0060 OCCUPANT RAYMOND L & BERNICE I WILLIAMS 34524 14TH WAY SW 34503 14TH WAY SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0070 666490 0080 CONTINENTAL SAVINGS BANK KEITH E & CYNTHIA J KOTH 34605 14TH PL SW PO BOX 6548 FEDERAL WAY WA 98023 SPRINGFIELD IL 62708 666490 0080 666490 0090 OCCUPANT CONNIE L & ORVA L RUDD 34611 14TH PL SW 34617 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0100 666490 0110 STEVIE & ALICE M GREER TONY K PHUONG 34623 14TH PL SW 34629 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0120 666490 0130 RON R& BECKY E VANDERSCHAAF WILLIAM A& VERREE K CABILES 34635 14TH PL SW 34641 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0140 666490 0150 WILLIE JAMES & LISA J LEWIS BINH A&NHA NGUYEN 34647 14TH PL SW 34701 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0160 666490 0170 JOHN W & CHRISTIE N THOMPSON CHARLES F & DIANE L SILKETT 34707 14TH PL SW 34713 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0180 666490 0190 ORLIE F & TERESITA G ARELLANO BOGDAN & GABRIELA GORSKI 34719 14TH PL SW 34725 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0200 666490 0210 GARY& KAREN A FLOYD VIVIAN M ANDERSON 34731 14TH PL SW 34730 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0220 666490 0230 PAUL S & SARA S PARK TRIEU Q MACH 34724 14TH PL SW 34718 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0240 666490 0250 RANDALL D & CYNTHIA L MORRIS RUSSELL C & BARBARA M SMITH 1403 SW 347TH PL 1331 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0260 666490 0270 SCOTT T & CHARITH D VARGA MARK W & LESLIE M RAYA 1325 SW 347TH PL 1319 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0280 666490 0290 BARBARA BAGNERIS AURIA INC 1313 SW 347TH PL 13219 NE 20TH ST FEDERAL WAY WA 98023 BELLEVUE WA 98005 666490 0290 666490 0300 OCCUPANT JOHN D & VALERIE L HAMES 1307 SW 347TH PL 125 SW CAMPUS DR#30-105 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0300 666490 0310 OCCUPANT MICHAEL KIM 1.301 SW 347TH PL 1218 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0320 666490 0330 KENT P & SHARON L WEBB CHARLES R& MAXINE CLARKE 1216 SW 347TH PL 1214 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0340 666490 0350 SEN SIN PAUL K& VALSA P VARKEY 1210 SW 347TH PL 1208 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0360 666490 0370 YOUNG HUN & HYANG IM KIM KENNETH THO-DUNG & JANE DAO HUYNH 1206 SW 347TH PL 1200 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0380 666490 0390 BU KI & YOUN SEON LEE JOHN KING & KYONG SUK HANSEN 1203 SW 347TH PL 1207 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0400 666490 0410 MIZZLE S & GILDA S YU JOSEPH L & LUELLA M GEROY 1209 SW 347TH PL 1215 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0420 666490 0430 KEITH I & JILL Y AIHARA JAMES P & YONG L OSKAM 1316 SW 347TH PL 2731 SW 323RD ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0430 666490 0440 OCCUPANT JOHN A & TERI G COTTONE 1322 SW 347TH PL 1328 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0450 666490 0460 JAMES G & PUN C MARTIN TODD G & MELANIE L KEENEY 34646 14TH PL SW 34640 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0470 666490 0480 MARK R& MARY CAROL GOFF JIMMIE N & ZENAIDA M STONE 34636 14TH PL SW 24628 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 666490 0490 666490 0500 MARK A& ANN V BOFENKAMP LARRY G & JENNICE J KARLSON 34622 14TH PL SW 26435 161ST AVE SE FEDERAL WAY WA 98023 KENT WA 98042 666490 0500 666490 0510 OCCUPANT COLLEEN AVIS WARD 34616 14TH PL SW 34610 14TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0520 666490 0530 TIMOTHY PHAM JOHN Y& KAY C KAMIYA 34604 14TH PL SW 138 S 332ND PL #802 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 666490 0530 666490 0540 OCCUPANT JIN HO & JUM SOON LEE 1217 SW 346TH ST 1211 SW 346TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666490 0550 666491 0100 KYONG OK LEE JASON TONG 1205 SW 346TH ST 1432 SW 344TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0110 666491 0120 SHANE L & CHRISTINA BELKNAP JOSEPH ANDRADE 1438 SW 344TH PL 1444 SW 344TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0130 666491 0140 THOMAS K& EILEEN L WALKER DOUGLAS E WOODS 34325 15TH PL SW 34331 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0150 666491 0160 MICHAEL T & PATRICIA H CHASE JOSEPH C TROWBRIDGE 34403 15TH PL SW 34409 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0170 666491 0180 JEFFREY W& CYNTHIA L SCHOLZEN ROBERT A & CONNIE L WINEBRENNER 34415 15TH PL SW 34421 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0190 666491 0200 JAMES & DELORI A SOUKUP KEVIN CRAIG& KIM ANN ANDRESS 34427 15TH PL SW 34507 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0210 666491 0220 TIMOTHY R GARCIA JOSEPH W & TANYA M MCCANN 34511 15TH PL SW 34519 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0230 666491 0240 PAMELA M & JOHN D ENGLISH VITALIY & INNA PATLACHUK 34518 15TH PL SW 34510 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0250 666491 0260 CHRISTOPHER 0 & JEANNIE JANSEN ANDREA BECKER 34506 15TH PL SW 1025 S 320TH ST #104 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 666491 0260 666491 0270 OCCUPANT CHARLES E & MARGARET R WINDOM 34500 15TH PL SW 34426 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0280 666491 0290 SHEKU G KAMARA THOMAS C & HUI Y LIEF 34420 15TH PL SW 34414 15TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0300 666491 0310 DEREK B VAUGHAN EUFEMIO E ORDONEZ 1445 SW 344TH PL 1439 SW 344TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0320 666491 0330 LISA J MILLS PAULINO D & CAROLINA E ABENOJAR 1433 SW 344TH PL 34413 15TH CT SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0340 666491 0350 MICHAEL A & RANDI D KARTES CHARLES A & APRIL A HOGUE 34417 15TH CT SW 34423 15TH CT SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 666491 0450 742800 0010 PARKLANE HOMEOWNERS ASSOCIATION DONALD W BOWDITCH PO BOX 6033 2019 SW 347TH PL FEDERAL WAY WA 98063 FEDERAL WAY WA 98023 742800 0020 742800 0030 BARRY & KIM V SOM JEFFERY R RUSSELL 2015 SW 347TH PL 2009 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 742800 0040 742800 0050 WAYNE S & GERREE M MYERS YOUKA HEM 2003 SW 347TH PL 1919 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0060 742800 0070 FOOK-YIM HUNG MICHAEL A LASTOKA 1913 SW 347TH PL 1097 SW 347TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0080 742800 0080 ANTHONY L & CINDY D LANE OCCUPANT 4137 FIR ST SW#B 1831 SW 347TH PL TACOMA WA 98439 FEDERAL WAY WA 98023 742800 0090 742800 0100 WALTER& LAUREEN KUCHCIAK MARK R& YOOHEE MCDOWELL 1825 SW 347TH PL 1819 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0110 742800 0120 MICHAEL & JULIETTE P REITZ GEORGE & EILEEN GARZA 1813 SW 347TH PL 1807 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0130 742800 0140 KRISTIN A YATES SUSAN L ENGELKE 1801 SW 347TH PL 1737 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0150 742800 0160 TERRANCE F CRONIN KAY L & HANS G BREHM 1731 SW 347TH PL 1725 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0220 742800 0230 LOUIE& BARBARA A BORT BRUCE E & KAREN E WADEL 1704 SW 347TH PL 1708 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0240 742800 0250 DENNIS M & WRIGHT DARLA GERWIG ANITA C WILCOX 1712 SW 347TH PL 1718 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0260 742800 0270 PATRICIA A PEDERSEN MARVIN L & SHERRY E BURNETT 1724 SW 347TH PL 1730 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0280 742800 0280 STANLEY G & PATRICIA R TOMICH STANLEY G& PATRICIA R TOMICH 34706 18TH AVE SW - 34706 18TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0290 742800 0300 HARVEY L LEE WILLIAM ALLEN COLLINS 34712 18TH AVE SW 34707 18TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0310 742800 0320 DEVIN G SMITH BRETT J & GAYLE D ADAMS 1814 SW 347TH PL 1822 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0330 742800 0340 PAUL R& TANYA C OSTROM WAI PO NG 1826 SW 347TH PL 9 A 6/F MOUNT STERLING MALL FEDERAL WAY WA 98023 KOWLOON HONG KONG 742800 0340 742800 0340 DIK BONG NG C/O WINNIE LI OCCUPANT P O BOX 7445 1830 SW 347TH PL BELLEVUE WA 98008 FEDERAL WAY WA 98023 742800 0350 742800 0360 MELINDA SUZANNE GARCIA KENNETH D & KIMBERLY JOHNSON 1834 SW 347TH PL 1906 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0370 742800 0380 DAVID L BESS MARVIN L KJELLESVIK 1912 SW 347TH PL 1918 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0390 742800 0400 PAVEL A & ALEKSANDRA SARIKOV VERN H & JULIE E NIELSEN 2002 SW 247TH PL 2008 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0410 742800 0420 PRADITH & KANOKPORN TANAPUKDEE CHRISTOPHER D & KATHLEEN M KRAFT 2014 SW 347TH PL 2022 SW 347TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 742800 0430 795620 0010 CITY OF FEDERAL WAY BRUCE R& PATRICIA L BURRELL 33530 1ST WAY S 1956 SW 350TH ST FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 795620 0020 795620 0020 DONALD J& GLADYS B BRABANT OCCUPANT 2601 SW 343RD ST -1950-SW 350TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0030 795620 0040 LORRAINE W BOWDIN CLOYD A STEIGER 1940 SW 350TH ST 1932 SW 350TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0050 795620 0060 ROBERT A WETZLER GLENN S & MARY A MARTIN 1926 SW 350TH ST 2419 SW 316TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0060 795620 0070 OCCUPANT CHARISTOPHER P MARCHAND 1918 SW 350TH ST 1912 SW 350TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0080 795620 0080 JON H &NORMA 0 MITCHELL OCCUPANT 2110 S 272ND ST#D106 1904 SW 350TH ST KENT WA 98032 FEDERAL WAY WA 98023 795620 0090 795620 0100 JACK L & DEBRA L STEINLE MARIA S ZAVALA 1957 SW 350TH ST 1947 SW 350TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0110 795620 0120 HOWARD H & SHERRY A SMITH J J ACHMAN 6309 POWELL ST 1933 SW 350TH ST DOWNERS GROVE IL 60516 FEDERAL WAY WA 98023 795620 0130 795620 0140 FRANCIS H HRABAK ROBERT W& MARGARET J SHOOK 1927 SW 350TH ST 1919 SW 350TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0150 795620 0160 VALERIY&NINA BLINKOV WILLIAM H JONES 1911 SW 350TH ST 903 SW 300TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795620 0160 795630 0010 OCCUPANT DONNA S HENRY 1905 SW 350TH ST 35006 19TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 • 795630 0020 795630 0030 BLAINE K & CHRISTINA D FARRAR VICKI A MCKINNEY 3501419TH AVE SW 15022 19TH AVE SW ---- FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 795630 0040 894720 0100 LOREN E & MELANIE D YAGUCHI STEVEN JAMES STONE 35030 19TH AVE SW 2223 SW 344TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 894720 0110 894720 0120 LEONID T & LUYBOV KISLYAK YAO & SU-BROWN GINA 34402 24TH PL SW 33202 2ND PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 894720 0130 920200 0010 CITY OF FEDERAL WAY BRIAN L WIEBE 33530 1ST WAYS 35005 18TH AVE SW FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 920200 0020 930100 0010 IGLESIA MARCOS J DELA OCCUPANT 35013 18TH AVE SW 33702 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 930100 0010 930100 0010 TEXAS COMMERCE BANK NATONAL AS FRED MEYER STORE PO BOX 42121 33702 21ST AVE SW PORTLAND OR 97242 FEDERAL WAY WA 98023 957480 0007 957480 0008 PAUL H SWAN JOHN WEBSTER 34609 21ST AVE SW 2217 SW 346TH ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 957480 0009 957480 0009 DAVID W & SYLVIA HARRIS OCCUPANT PO BOX 25832 2128 SW 347TH ST FEDERAL WAY WA 98093 FEDERAL WAY WA 98023 957480 0014 957480 0014 ERNEST Y ANG OCCUPANT 3327 SW 323RD ST 34435 21ST AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 957480 0015 WILSON ANG 3327 SW 323RD ST FEDERAL WAY WA 98023 CITY OF jori . • (206) 00 -620 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 AFFIDAVIT OF DISTRIBUTION 1, /�c hereby declare, under penalty of perjury of the laws of the State of Wash" on, that a: Notice of Land Use Application ❑ Notice of Land Use Action o Notice of Determination of ❑ Notice of Public Hearing before the Significance (DS) Hearing Examiner ❑ Notice of Determination of o Notice of Planning Commission Public Nonsignificance and Scoping Notice Hearing ❑ Notice of Environmental o Notice of LUTC/CC Public Hearing Determination of Nonsignificance (SEPA, DNS) 0 Notice of Application for Shoreline Management Permit o Notice of Environmental Mitigated Determination of Nonsignificance n Shoreline Management Permit (SEPA, MDNS) ❑ Other was maile faxed/ osted to/at each of following addresses (see attached) on Cd / , 1999. Project Name - c,- yZ File Number(s) (ALP (� Signature f i - Date /c' -ram T g AFFIDAVI.FRM REVISED 1/7/99 C'IT Y OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: 19th—21'Avenue SW Sanitary Sewer Trunk Extension Project Description: Construct approximately 3,225 feet of 15-inch and 325 feet of 12-inch sanitary sewer line and appurtenances and demolish an existing pump station. The sewer line will be constructed within easements and within improved and unimproved public rights-of-way. The sewer line will be located in the setback area of a wetland located along the southern property line of the 21"Avenue WSDOT Park and Ride Facility. Within the wetland setback area, the sewer line will be located within the 344' Street SW and 20th Avenue SW unimproved public rights-of-way. The construction of the sewer line will be coordinated with the construction of the 21'Avenue WSDOT Park and Ride Facility to minimize impacts to the wetland. A determination of nonsignificance (DNS) for the proposed project was issued by Lakehaven Utility District on February 18, 1999. An addendum to the DNS was issued by Lakehaven Utility District on July 26, 1999. Applicant: Ken Canfield, Project Engineer, Lakehaven Utility District Project Location: The project will be located within easements and within improved and unimproved public rights-of-way. The general project boundaries are SW 340th Street on the north, 19th Avenue SW on the east, SW 349th Place on the south, and 21"Avenue SW on the west. Date Application Received: September 22, 1999 Date Determined Complete: October 15, 1999 Date of Notice of Application: October 16, 1999 Permits Required by this Application: 1. Process III Project Approval (File No. UP399-0023) Other Permits Known at this Time and Not Included in this Application: 1. Building Permit Relevant Environmental Documents Are Available at the Address Below: X Yes No Development Regulations to Be Used for Project Mitigation, Known at this Time: 1. "Federal Way City Code" (FWCC) Chapter 18, Environmental Protection 2. FWCC Chapter 21, Surface and Stormwater Management 3. FWCC Chapter 22, Zoning Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including FWCC Zoning, Surface and Stormwater Management, and Environmental Protection Codes; and Uniform Building, Fire, and Mechanical Codes. The official file is available for public review at the Department of Community Development Services, 33530 First Way South, Federal Way, WA 98003. Any person may submit written comments on the proposed land use action to the Director of Community Development Services by November 1, 1999 . Only persons who submit written comments to the director, or specifically request a copy of the decision,may appeal the Process III Project Approval decision. Details of appeal procedures for the Process III Project Approval decision will be included with the written decision. City Contacts: Tim McHarg, Contract Senior Planner Phone: (206) 297-2106 Greg Fewins, Principal Planner Phone: (253) 661-4108 L:\PRMSYS\DOCUMENI\UP399 00.23\LUNOTICE.DOC CITY OF FEDERAL WAY ID : 253-661-4048 OCT 12 ' 99 15 : 17 TRANSMIT OONF I RMRT I OIL REPORT NO . 003 REC€IVER 99255750 TRANSMITTER CITY OF FEDERAL WAY DATE OCT 12 '99 15 : 17 DURATION 01 ' 30 MODE STD PAGES 03 RESULT OK C 0 V ER SHEETFAX To: Fax #: qf) From: ��q Phone: Subject: Ate I / -3 Date: / ' % -g9 Pages: 3 , including this cover sheet. COMMENTS: . Mayor Council Members City of Federal Way Ron Gintz Jeanne Burbidge 33530 First Way South Jack Dovey Federal Way, WA 98003 City Manager Mary Gates Kenneth E. Nyberg Linda Kochmar Michael Park 253-661-4000 Phil Watkins Fax: 253-661-4048 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: September 23, 1999 TO: Community Development Review Committee(CDRC) Trent Ward,Development Services Manager(2 sets) Lee Bailey,Lead Plans Examiner Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department FROM: Tim McHarg, Contract Senior Planner, (206)297-2106 PLEASE RESPOND BY: October 7, 1999 (28 Days Period Ends October 20, 1999) FILE NUMBER: UP399-0023 PROJECT NAME: 19th—21"Avenue SW Sanitary Sewer Trunk Extension PROJECT ADDRESS: 19th—21'Avenues SW between SW 340th Street and SW 349th Place PROJECT DESCRIPTION: Proposal to construct 3,225 feet of 15-inch and 325 feet of 12-inch sanitary sewer line and appurtenances,and to demolish an existing pump station. Zoning is RS 7.2. PROJECT CONTACT: Ken Canfield,Project Engineer Lakehaven Utility District 10802 Williams Way SW Lakewood,WA 98498 (253)584-5894;Fax: (253)983-8284 SEPA: DNS issued by Lakehaven Utility District on February 18, 1999. Addendum to SEPA Checklist issued July 26, 1999. Copies of DNS, Environmental Checklist,and Addendum are attached. NOTES: Pre-application requirement was waived. Sewer trunk line is proposed to be placed within a wetland buffer area. Plans attached for your review and comment. Applicant has requested expedited review. OBJECTIVE To determine if the application is complete and to identify any issues requiring additional information. R �,,,� ECEIVED BY MA ;R LAND USE APPLICATION �� E� COMMUh..1 DEVELOPMENT DEPARTMENT DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33530 First Way South,Federal Way,WA 98003 uv Y SEP 0 3 1999 • (253)661-4000-Fax(253)661-4129 www.ci.federal-way.wa.us APPLICATION No U - I - Q o 7 2) Date August 30, 1999 Project Name 19th-21st Avenue Sanitary Sewer Trunk Extension Property Address/Location See Enclosed Vicinity Map Parcel Number(s) See Enclosed Parcel List Applicant Agent (If Different than Applicant) Owner Name: Lakehaven Utility District Name:Kenneth R.Canfield Name: Address: 31623 1st Avenue South Address: 10802 Williams Way SW Address: Federal Way,WA 98063-4249 Lakewood,WA 98498 Phone:( 253 ) 941-1516 Phone:( 253 ) 584-5894 Phone:( ) Fax:( 253 ) 839-9310 Fax:( 253 ) 983-8284 Fax:( ) Email:dpeny@lakehaven.o Email: canfieldkc@worldne Email: ),,t Signature:d44 Signature: , , Signature: , r Zoning Designation RS7.2 Ingle Family Residential) Comp Plan Designation High Density Single Family Residential Project Description Construction of approximately 3,225 feet and 325 feet of 15-inch and 12-inch gravity sanitary sewer line respectively and appurtenances,and abandon and remove an existing pump station. Uniform Building Code(UBC)Construction Type NA (UBC)Occupancy Type NA Type of Permit Required: SEPA Checklist Notice Mailed Sign Board (Refer to Development Submittal Requirements Handout) Annexation R R 1 Binding Site Plan R R R Boundary Line Adjustment Comp Plan/Rezone R R Land Surface Modification R R * — Lot Line Elimination — Preapplication Conference Process I(Director's Approval) Process II(Site Plan Review) R* R X Process III(Project Approval) R R R Process IV(Hearing Examiner's Decision) R Rx2 R Process V(Quasi-Judicial Rezone) Process VI R R R SEPA Only R R Shoreline R R * — Variance R R R Conditional Use R R R Short Subdivision * R * Subdivision R R R Variance R* R R R=Required * =Optional by City MASTI.IU.A.FILM itl VIsEu2l22199 i DECEIVED BY Photographs along route of Sanitary SAOWEAN OP�AENT DEPARTMENT SEP 0 3 1999 W e yy" "W"9sU�" ,p°, Z?k."`"Ck 'T' f '4t .-. 'fib :;.. '§ .i: - cc. y ''* ' -'ill► vy, a ¢, # , a --, ' z ` . t as- - , x } gip. ' - # a. ...., -:. - to x,0;, r. g N: x'• 'finj -,ram .d 'c t r a r -,.wr' Y'< ; Y ;, 4, Picture#1 —Looking south from the intersection of Picture#2—Looking north along the route of 19th Avenue SW and 340th Street SW,the beinning of the sewer line from 241 st Street S W and the of the project, and the future extension of 19t Avenue. future route of 19th Avenue SW. } "".;- - she: ''' a -' "'fi 9 '. r t -dy ._ 1[+ "'" Est ,. a '"'�#r � -:.a::. 4. 4R >F4t' l- .. r T �. Picture#3—Looking south along the route of the Picture#4—Looking north along the route of the Sewer line from 241St Street SW and the future sewer line and the future 19th Avenue alignment route of 19th Avenue from the future 344th Street SW alignment. Nt f - .�x rh r '�t ' Picture# 5—Looking west along the route of the Picture#6—Looking west along the route of the sewer line and the future alignment of 344th Street sewer on the far left and the future alignment of SW from the future extension of 191h Avenue SW. 344th Street SW. Note the fire hydrant a t the bottom right. The fire hydwetlanrant is approximately the east edge of the d buffer, x ' em aa'^, - x. _ .. d Picture# 7—Looking east along the sewer line Picture#8—A view of the wetland. The picture route and the future 344th Street SW alignment. was taken near the location of sewer manhole # 9. The silt fence was installed by WSDOT. for the The WSDOT silt fence is located near the south Park and Ride Project and is located within the edge of the wetland. wetland buffer area.. Picture# 8, a view of the wetland is to the left of Picture# 7. trig';; -. ,1 4 . _ ,mod" v ,�� ,. ��`� t , ` + ' ,� '� ».,� �°'a'.'w°,�"- �+.` ' �'�i� '- ' .mow, � .. �_ _. a`N `m._'s _+'k..as�r. .'. — ,. ,,:.ta ." � e-LS - a>3.,..... ;.�' �u e ?r .wb,I, Picture#9—Looking south along the sewer line 4Picture#10—Looking north along the route route .from 344`" Street SW. The silt fence is the the sewer line near the east end of the future 18Fn edge of the wetland buffer. Avenue located in the proposed Keller Subdivision. ''" n -4 '.. :ate ` k ""' � # a '%,4. ✓.. al "C 1� _p'� ter'; .. ♦ e 4. r"'sk y,," µ j v ' x 9 : 1) , ,, .41, ,,,, .,.., ,„, „ ,,,.„...,..4„.;,,,,..., ,,...,,,,E-;-.4.-,0117.,...„ .......,..0 .-.... ,, - . .,, -* -, x .',tea $ .vi �.:• . -- w '` vim"�,�' e".'—. �f.e. Picture# 11 —Looking north along the route of Picture# 12—Looking east along the route of the the sewer line near the intersection of 18`"Avenue sewer line and the future 348F"roadway about 100 and 348th Street SW in the proposed Keller feet east of 21st Avenue SW. Subdivision. • ( �R Picture#13—Looking north along the route of the Picture# 14—Looking east along the route of the sewer line from about 100 feet east of 21st Avenue sewer line from of 21st Avenue and 247th Place. on 247th Place SW extended toward the proposed Keller Subdivision. • 1 • Picture# 15—Looking south along the route of the Picture# 16—Looking south along the route existing dry sewer line that terminates just south of of the existing sewer line that flows to the the first tree from 21st Avenue SW and 248th Place. south. The Northwest Church is to the left. The new sewer line will be connected to the dry line. 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I- z � - c ❑ ,N ❑ J t .>, E ❑ m Q c ,v_ O -1 (a ❑ Q�x =0- 23 ❑ ❑ 0 0 o 0 .t o U m `m o -, o m 0 0 al 0 o 0 N °m 'c d U w ec m L m U E U N 0LYC) 00 -, 0 -, 2I ) u_ ( > 30 ❑ co > JcoJ } 0co 0E— ILa -) ❑ 0w03 I%4 iii446, LAKEHAVEN UTILITY DISTRICT 1* avert 31627- 1st Avenue South • P.O.Box 4249 • Federal Way,Washington 98063 T�+ITY DISTo Federal Way:253-941-1516 • Tacoma:253-927-2922 • Fax:253-839-9310 September 1, 1999 Y Jim Harris, Senior Planner COMMUNITY RECEIVED DEPARTMENT City of Federal Way 33530 1d Way South SEP u 3 1999 Federal Way, WA 98003 Re: Process III Master Land Use Application 19t-21d Avenue Sanitary Sewer Trunk Line Dear Mr. Harris: Enclosed is a Process III Master Land Use Application for the Lakehaven Utility District 19t-21d Sewer Trunk Line Project. We are asking for an exemption from a preapplication conference and have enclosed a request for an expedited review. The 19t-21d Avenue Trunk Line consists of the construction of approximately 3,225 feet and 325 feet of 15-inch and 12-inch sewer line respectively and appurtenances, and the abandonment and the removal of an existing pump station. The preferred location for the placement of the sewer line is within public roads. With the possible exception of the sewer line route between 344th Street SW and the proposed Keller Subdivision, a majority of the proposed sewer line will be installed within existing and future road rights- of-way. An Environmental Assessment prepared by Washington State Department of Transportation (WSDOT) identified two wetlands in the vicinity of the proposed Federal Way Park and Ride Lot. Wetland #1 is located approximately 600 feet east of 21d Avenue and bounded on the south by the future 344th Street SW. Wetland #2 is located approximately 700 feet east of 21d Avenue and is bounded on the north by the Fred Meyer site. A copy of the original environmental checklist and determination of nonsignificance that was circulated for this project is enclosed. However, since the original environmental checklist did not discuss the wetland and wetland buffer on the WSDOT site, an addendum to the SEPA document was issued to address the wetland buffer encroachment. In addition, the environmental assessment prepared for Courtyard Village did not indicate the presence of on-site wetlands or other sensitive areas. It is also our understanding that the environmental assessment findings for the Keller Subdivision are similar to the Courtyard Village results. Tom Jovanovich Dick Mayer Donald L.P.Miller Ed Stewart Beverly J.Tweddle Commissioner Commissioner Commissioner Commissioner Commissioner Page 2 Jim Harris September 1, 1999 Since the only sensitive area along the route of the sewer line is located on the WSDOT site, and is adjacent to and within the future 344th roadway, WSDOT is proposing extensive wetland mitigation and plantings around the entire boundary of the wetland. WSDOT will also be installing erosion control measures within the buffer area during the construction of the roadway. The sewer line wetland buffer impacts will be avoided or minimized through the use of following measures: • Restricting clearing and grubbing activities within the buffer area to the maximum extent possible. This could be accomplished by clearly identifying/marking the project boundaries. • Use of effective erosion control techniques during construction such as geotextile silt screens (per City of Federal Way Standards). Silt fencing, or other appropriate measures will be installed and maintained within the buffer area between the construction area and the wetland, as well as, along the entire length of the project. • Restore disturbed areas upon project completion. All surface area within the wetland buffer area that is disturbed during project construction will be restored to equal or better condition upon completion of work within the sensitive area. This also applies to the entire length of the project work area. Existing ground cover vegetation areas along the route of the sewer line and within the wetland buffer area disturbed by the sewer construction will be hydroseeded. It is our understanding that the developer of Courtyard Village to the north is required by an agreement with the city to extend 344th Street SW from the terminus of the WSDOT project to 19th Avenue SW by the fall of 2001. This will require additional filling within the 344th Street wetland buffer area similar to what is proposed by WSDOT. Because most of the proposed sewer line construction will occur within existing and future roads to be constructed by others,the sewer line long-term impacts will be greatly minimized. Finally, enclosed is a copy of the City of Federal Way "Checklist for development Applications Submittal Requirements"with all the noted attachments to assist in the review of this project. Should you have any questions or require additional information to complete the project review, please call me at(253) 584-5894. Sincerely, vus Kenneth R. Canfield Project Engineer KRC/kc Enclosures Cc: File CHECKLIST FOR DEVELOPMENT APPLICATION SUBMITTAL REQUIREMENTS Submittal Requirements: A. Master Land Use Application • Date Submitted: September 1, 1999 • Name and Address of owner: Lakehaven Utility District 31623 lit Avenue South Federal Way,WA 98063-4249 • Name of applicant,if different from owner: Same as above • Name of agent,if different from owner: Kenneth R Canfield,Project Engineer 10802 Williams Way SW Lakewood,WA 98498 • Signature of all persons with ownership interest in property: The District has acquired easements from all of the property owners for the sewer line. Copies of the easements executed by the owners are enclosed. • Phone number of owner,applicant,and agent,if applicable: Lakehaven Utility District—(253)941-1612 Ken Canfield,Project Engineer—(253)584-5894 • Property location(address): The project is located between the intersections of 19th Avenue SW and 340th Street SW,and 21st Avenue SW and 348th Place SW. Enclosed is a vicinity map overlayed on a City of Federal Way GIS map. • Kroll page on which property is located: 734 W,734E&735W • Legal description: Each of the enclosed easements included a legal description and drawing for the temporary and permanent easements across each of the parcels listed below. The Lakehaven Utility District has now acquired all the easements required to construct the sewer line. • Parcel numbers: 242103 9006—Yen,Chen&Chang Associates 242103 9054—Yen,Chen&Chang Associates 242103 9008—Washington State Department of Transportation 242103 9018—Fortunato&Lourdes Pena 242103 9019—Richard&Diane Garlock 242103 9020—Rufo&Zenaida Bruan 242103 9021—Happy Valley Land Company 242103 9056—Happy Valley Land Company 242103 9114—Leonard Welter(has been purchased by Happy Valley) 542350 0630—Northwest Church(construction easement only) B. A loation Fee pP3 it dO • • e.i t purchased order enclosed C. Copy of underlying plat or King County Assessor's parcel map. • NE&SE 192104 Quarter Section Maps enclosed • NW&SW 242103 Quarter Section Maps enclosed D. Statement of architectural design intent,finish materials,and colors. • NA E. Vicinity map • Vicinity map enclosed with the project design plan sheets. F. Two copies of current title reports for subject property. • Copies of the title reports are not included for the individual parcels that the District has acquired easement for the sewer line. The title reports will be made available upon request. G. Current letter of water and sewer availability(only required for vacant property). • NA H. Site photographs from each compass point(north,east,south&west)referenced on the site plan are encouraged. • Photographs along the route of the sewer line are enclosed and are referenced on the project key map and legend sheet. L Eight complete and bound copies of drawings. • Eight copies each of the 22X24 inch sewer plan sheets are enclosed. J. Survey • Applicable survey data is noted on the sewer plans. K. Site plan. • NA L Preliminary drainage,grading,and right-of-way plan. • NA M. Preliminary landscape plan. • NA N. Building elevations. • NA O. State Environmental Policy Act(SEPA)Checklist. • SEPA checklist enclosed • Declaration of nonsignification enclosed • Addendum to SEPA checklist enclosed • P. Special studies and additional information. • NA—The wetland studies prepared for the WSDOT Park and Ride Lot is enclosed and was used in conjunction with the City of Federal Way Wetland Inventory to identify wetlands within the area. O. Notices requirements: • List of all parcels and addresses within 300 feet of the project parcels is enclosed. (2 q5) • One set of self-addressed stamped envelopes is enclosed. (z,q q.) 4 I ��,ENI oFF Department of Energy Q�� 1 tiF� Bonneville Power Administration COMMUNI RECEIVED^ED BY o� `�< 0PARTMENT • 914 Avenue D W4I Snohomish,Washington 98290 SEP PO3 1999 '�q so TRANSMISSION BUSINESS LINE In reply refer to: TSRF/Snohomish Tract No. C-T-13-A-87 LAND USE No. 990274 LINE: Covington-Tacoma No. 1 CERTIFIED -RETURN RECEIPT REQUESTED Mr. Ken Canfield, P.E. Lakehaven Utility District 10802 Williams Way SW. Lakewood, WA 98498 LAND USE AGREEMENT Bonneville Power Administration(BPA) hereby agrees to your use of BPA's easement area for construction/installation, use, and maintenance of a 15-inch PVC sewer line. The location of your use is partially within the SE'/a of Section 24, Township 21 North, Range 3 East, Willamette Meridian, King County, State of Washington, as shown on the attached segment of BPA Drawing No. 10077A, marked Exhibit "A". PLEASE NOTE: BPA is not the owner of this property, if you are not the owner, you must obtain the owner(s) permission to use this property. There may also be other uses of the property which might be located within the same area as your project. This agreement is subject to those other rights. This agreement is entered into with the express understanding that it is not assignable or transferable to other parties without the prior written consent of BPA. BPA'S AGREEMENT IS CONTINGENT ON THE FOLLOWING CONDITIONS: 1. Mark the location of the underground sewer line with permanent signs, and maintain such markings, where they enter and leave BPA's right-of-way, and at any angle points within the right-of-way. 2. Restore BPA's right-of-way to its original condition, or better, following construction. No grade changes to facilitate disposal of overburden is allowed. 2 3. Design of the sewer line is to withstand HS-20 loading from BPA's heavy vehicles. 4. Storage of flammable materials or refueling of vehicles/equipment is prohibited. 5. Access to transmission line structures by BPA's maintenance crews shall not be interfered with or obstructed. Other uses and utilities on the right-of-way must be applied for separately. You shall not make any changes or additions to your use of the right-of-way without BPA's review and written approval. IN ADDITION, THE FOLLOWING IS BROUGHT TO YOUR ATTENTION AND MUST ALSO BE COMPLIED WITH: Hazard or Interference: The subject use of this easement area has been determined not to be a hazard to, nor an interference with, BPA's present use of this easement for electric transmission line purposes. Accordingly, there is no present objection to such use. However, if such use should, at any time, become a hazard to the presently installed electrical facilities of BPA, or any facilities added or constructed in the future, or if such use should interfere with the inspection, maintenance, or repair of the same, or with the access along such easement, you will be required to remove such hazard or interference at no expense to BPA. Liability: You will have to assume risk of loss, damage, or injury which may result from your use of the easement area, except for such loss, damage, or injury for which BPA may be responsible under the provisions of the Federal Tort Claims Act, 62 Stat. 982, as amended. It is understood that any damage to BPA's property caused by or resulting from your use of the easement area may be repaired by BPA, and the actual cost of such repair shall be charged against and be paid by you. This Land Use Agreement becomes effective upon the commencement of use as set forth in the Agreement. If you have any questions or concerns, please notify us. This Agreement is a permit, revocable at will by the U.S., and does not convey any easement, estate, or interest in the land. IF WE DO NOT HEAR FROM YOU WITHIN 30 DAYS FROM THE RECEIPT OF THE AGREEMENT, THE TERMS OF THE AGREEMENT WILL BE ASSUMED TO BE ACCEPTABLE. THE AGREEMENT WILL THEN BECOME A PART OF OUR PERMANENT FILE AND MAPPING SYSTEM. Tract No. C-T-13-A-87 LAND USE No. 990274 3 You may direct any communication to this office, Bonneville Power Administration, Real Estate Field Services (TSRF/Snohomish), 914 Avenue D, Snohomish, Washington 98290, or by telephoning me at 360-658-8575. THIS AGREEMENT IS HEREBY AUTHORIZED %/ ef'= -Jiii M. Gaston Realty Specialist Tract No. C-T-13-A-87 LAND USE No. 990274 • C) a j Q.'1;', I/ 6XC. .,,ti EXHHII— A r „ `'�'{"o�y° A' CASE N 90274 lt3 so•• a 1 / �i-_-1_.°> __ b _ 2" ;Y� ', ,/ \• .3 fc �P COVINGTON-TACOMA NO. 1 .• / 030 T:.C:+A4-GRAND txxx e��ro� za-tcv ®,_,moo e,tr DRAWING# 10074A ,Fj,' �'' T,CC C(A•MGT�N h�' �x •,•„ "o �,`_ e E��° SECTION 24,T21N R3E WM �o` /• . \\ ii.dlo_-' _I ,_ •{ `\,' 14; — _63e y 9 KING COUNTY, WASHINGTON % .`. 1 "---- ---' 1 \ 6 i 4`4 I� •• �' }`// le �,� \ \39.3t�3 Of`o^jISA A166BK 90 Tlvmov.. �. �) >�` ' \ °.t, . To sra 672r1s.41 tiv/� �4 r041 • to 1+\ ' / �/ • \\ \ / Ik°/// ti} t0 D51,•0 V-^ CO/' ,43 \ Pto CT— 33 0/"' \ I2 5.1% .'� ^o \ \ ^�� HELEN R CLARKE ET VIR \ t,. J N.q \ \i �j:P y•CO sl \ - t0ti - O,,( \ .\ STA 672413.41 TO STA 675.36.82 �Q \\ 6}�.0`9 Ov '''w \\\ f \\, - {3..1 /6.Q Qev`\� is N h�O O\ 6(' Ss .1. . N\ •\ s6'9•s�, 6/ •� rati ha \\ 'Sc 6v y� CT-87 \ \ Ji-'. 00 )7,44 • \aca \�` • of W L WENZELBUREa fy % S?4595 N,s'C conc op"O. STA 67940t.90TO STA a5zfsze7 \ •s ti • �- (n'b)t' ( Qj` \N. . _ 7o J/(��/ �Q�\ a2 A'6a60J.0 V \\ •\\\ /4 t4 hx<Vy6f 1 T yGL PSSrp1'CC \N KING N /A� L„\ ? HORACE V X WRIGHT ET AL \ ��. (NE ci) t- 0 �� ~ Q STA 652♦62.47 TO STA 665•3O N t '? X,t CO,.1� \ �`' 'ham W 0 \�aFi• •s `'•N—5,,ts 6 tro14�sa, �L H 1n KING 209 Qyl� 1..od •BG�, o O e �. 9., ><°::,s, m ,, P: ►� 9%sue 0 \6a / �* 1• \ STA 652•32 Z7� ( .•yl 0'-. Oi�FlroO \p„hT .^.� CA'10ELlED I-7-93 %SA('/ Pl ' tb p.��b 0� 01// WRIGHTS UN \ **Ns, `�h �t \ IV {% 'x6a ..... oo N s It: 6ti cT-s9e N too9tic •6n�. TRACT \e \.�o o• 010 HORACE V X WP'GFT ET AL / \ P MIT TO Pt1GET SOUND PWR 9 LIGHT CO �' ANCHOR EASEYENr / ".. CONTRACT 1:0 Ibp-3474 SUPP NO 43 \ .` 1 OPP STA 665.053 \(,h:/� - — STA 655+91 '' 01'U1 / SUPP NO 66 STA 665470 ____ ._ 1 — SUP NO145 . .. - .• - 115 KV PWR LN \ '. STA 637400 .. • ... :_ i 10. • O 0 1 O H it, � •iM 3 3.. M OHO • 0n-kt h O , VOt.) to .1 Q N W b 0 2 ' O W HO Q I-. \ V - - •- -- • ZNQ N• ---- --- - - , . . s ' \ — — NNNN tiNV j \\ Na `• :il . ! :-\-- . :.- , -- - • • .....„......7 125' , II �. . N "� 650' p ^46 Pro%fie.... li c\i — /G5289' m ^ e e _5 e a kO Y 11 --- u l`�i‘ LIB 13 13 ,�11 3 1 2 1 u • M YT 79 YT 80 u e°o 3 1 cr • a _: 13b.o ,4 ,. . _O — — 3 o M YTB2 • ti • • .L, �.c o c �, c -- YT R t3 ,,O o c V -4 • 0 0 F - 10 3 .. CH PUGET RECEIVED BY SOUND COMMUNITY�FII !i; i,+Fr; nor-aTMENT ENERGY SEP t1 ; 99q CONSENT FOR USE OF PUGET SOUND ENERGY, INC. TRANSMISSION LINE RIGHT-OF-WAY This Agreement is made between PUGET SOUND ENERGY, INC., "PSE" herein, and LAKEHAVEN UTILITY DISTRICT "Company" herein PSE operates and maintains a transmission line within its right-of-way in the Southeast quarter of Section 24, Township 21 North, Range 3 East, W.M. The location and extent of PSE's easement rights, "Easement Area" herein, are more specifically described in documents recorded under Auditor's File Number 7603050539 and 7903060803. The Company desires the consent of PSE to utilize portions of the Easement Area for the following described uses: 1. Construct a 15 inch PVC sanitary sewer line As shown on the plans marked Exhibit "A" attached hereto and made a part hereof. As between the parties, it is mutually agreed that the Company may utilize the Easement Area for the above described uses, subject to the following terms and conditions: 1. If such use of the Easement Area should at any time become a hazard to the presently installed electrical facilities of PSE, or electrical facilities added or constructed in the future, or should such use interfere with the construction, operation, inspection, maintenance or repair of the same or with PSE's access along such Easement Area, the Company will be required to correct such hazard or interference, at Company's expense. 2. No filling and/or grading within said easements shall be accomplished in such manner as to reduce vertical distance between the ground surface and PSE's wires or jeopardize the lateral support of any of PSE's poles or anchors. No excavation will be permitted within thirty (30) feet of said poles and twenty (20) feet from all anchors. Company must pay for any and all costs related to changing the vertical line clearances in any way as a result of their uses. 3. The construction of the sewer line shall be accomplished in such a manner that the trench walls will not sluff and allow the ground around the poles or anchors to become unstable. 4. A minimum clearance of twenty (20) feet from all power lines must be observed in any activities related to such uses, including the operation of equipment. 5. The Comapny shall install above ground markers where the sewer line enters and leaves the PSE right of way and also mark all angles in said line. 6. At no time will the Easement Area be used for the storage of flammable or volatile material or the placement of any building or any other structures. 7. At no time shall PSE's access to transmission line structures along the Easement Area be permanently blocked off or unduly restricted. Any construction within the said Easement Area must be consistent with the above-mentioned restrictions. • 8. Transmission and distribution lines have been or will be constructed, operated, and maintained within the Easement Area. Said facilities may require tree and brush cutting within and adjacent to the easement right of way. PSE retains the right to cut, remove and dispose of any and all brush, trees, and other vegetation presently existing upon the Easement Area. PSE shall also have the right to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees and other vegetation upon the Easement Area which, in the opinion of PSE, interfere with the exercise of PSE rights or create a hazard to PSE's systems. 9. PSE shall have the right to cut, trim, remove and dispose of any trees located on the Property outside the Easement Area, which could, in PSE's sole judgment, interfere with or create a hazard to PSE's systems. PSE shall, prior to the exercise of such rights, identify such trees and make a reasonable effort to give the Company prior notice that such trees will be cut, trimmed, removed or disposed of (except that PSE shall have no obligation to identify such trees or give Company such prior notice when trees are cut, trimmed, removed or otherwise disposed of in response to emergency conditions). Company shall be entitled to no compensation for trees cut, trimmed, removed or disposed of except for the actual market value of merchantable timber (if any) cut and removed from the Property by PSE. 10. All shrubs and trees to be situated in the Easement Area must be of a low growing variety which normally do not exceed fifteen (15) feet in height at maturity. 11. The Company releases PSE and will assume all risk of loss, damage or injury, which may result from such use of the Easement Area, except the portion of such loss, damage or injury caused by or resulting from the negligence of PSE or PSE's agents or employees. Any damage to PSE's facilities caused by or resulting from such use of the Easement Area may be repaired by PSE and the actual cost of such repair shall be charged against and paid by the Company. The Company further agrees to defend, indemnify and hold harmless PSE, its agents and employees from all loss, damage or injury to any person whomsoever to the extent such loss, damage or injury results from the negligence of the Company, their servants, agents, employees and contractors in their use of the Easement Area. 12. PSE does not own the land within the Easement Area. If you are not Owner of such lands, you must acquire rights for such use from the landowner. 13. The Company must notify PSE's South King Service Complex, Mr. Joe Colgan at 1-888-225-5773 extension 82-6825 at least 48 hours prior to the commencement of any and all construction activities related to such uses. 14. The terms and conditions herein contained shall be binding upon the parties hereto, their respective successors and assigns. Approved: Agreed to and Accepted: PUGET SOUfyD ENERGY, INC. LAKEHAVEN UTILITY DISTRICT By: liezeG ( 'k'. By: Manager Real Estaty7 Date: 2H l9 Title: Gr-.-r-Q/-l �f� Date: 7/7 r _ . . X I , - - - • . _ .-. _• - . .•.'.,'' . '.,.•-.. .._. ._ ... .._ .,•... • '•.'. _ , '. " .• . • - . . . . . :. -. ..:.. .. , .... . .,. •, .. . ' -.... - . -.•...‘ .• -: ' . . _ . - . . . .....:-T .,... .-. .- ••:.. ... . : ; . .,..... _ _. . .. . . ... . ___ __ — _______________ _• _ _____ . _ ._ ____ _- - . 77:75.777_77=1,/ . _ . ::::i_i_r_:_:•:_:._.:_:•:•:•:.:_:_y_:_:.: ---------.. .....•_................• -- — / Po er-Pole Power Pole -----( -__L— STA/WRTAP STA/CEIR 21st Avenue SW S/2/13_ -- G/2-- -- - ) .. .,.._,,,, \ -- ---- erw ; Napr Atip4Vti ... Ain ----......, . , . , ; ' V it -Rq • ,-.._ ..._... .,,,,__ ____. _ ... . / , _ . .0,- / jos. optie" ,,,,,w. i, ____ _____ . .._ ._f I c 4-....olar, / Er TAN, A *fir 411A 4tir 001-445° - - .,. i,- , A,. Iiirdite tir, :E;---..: 111/0" 4,11,.4._ . ,Ar 'X . : • (/ 1 ce.:,,- ::-`...--(...:. 1, . _____ _R30L _ , • ) ------------__.1 1 ...1 ' ' 0"0 V-..4 t4I.‘,;,.‘..,7...V.4.,4\A6• z'2,/,/0.-'/ 4"N -------:____x_ .., • Dna Erd X A4 M8 W elter , Parc. el # 242103,. .---.-. 9114) _ _:\ 112(1_ _ , .6. , BRA Easement -(Located on Parcel # 242103-9056) 14‘ ;-.-Vir ' i.4P'-',,--- --"..r4ro' -40- -----•• ' - ---- --- •4.4- - - • Ng i‘ ), .4..-....:.:". '........tk",:x4 / , 1 i • .." 1 P*4 7 -1 Ar i 4-4)4 - 4-* -4t, "4" z'44N 1 •S Si .4'.0„....4 Ak- .: . .4-4. .4.4.4.4.4.6.4 . . . . . .4-4 . -4...- - .mpte .4A.• , 0 i ..., ...-z \Power Pole \ 0' .r. - / 15 inch .Sani ary Sewer 1' - \ BPA Pole (30-ffeet) and Anchor (20-Feet) Min. Clearance . ,„ .. No structure lies X 1r; i • s\-.. C3 CO I r i _____ . . . _r_t X x\- - - 0 30 I 60 - ...., , Scale in Feet . - - ..., . . .\ i 1 inch = 30 feet ..,/ . . X - EXI 113IT A / — --/ x — — -,' --_ ..-N\ - --- . . . I / "•.'...,,_x„----- X \ • X , ' .-. .. X 1 ) 14> ..._.- .. , - _ _ _ _ _7,f-l--.7-- • ..„ .. , , .. _ x \ 1 . „ „ •, , ,--- • ' - - ----/ / ,,, 0 --X x/ „ , / —/X X V, \ ---,\ / ---- DEPARTMENT OF PUBLIC WORKS CITY OF _ 33530 1st Way South ``�`` E�Er — COMM 8003 V , FI Y COMMUNITY O 1 � f 1INT RIGHT-OF-WAY PERMIT SEP 0 3 199 'ERMIT NO.: R0W99-0303 FRANCHISE NO.: ? APPLICATION DATE: 06/24/99 i YPE OF PERMIT: SWR ULID NO.: 7 SITE ADDRESS: PERMITTEE: CONTRACTOR: LAKEHAVEN SWR PO BOB 4249 FEDERAL WAY WA 98063 Day phone Other Phone 946-5409 JOB DESCRIPTION: 19TH / 21ST AVE SW SEWER TRUNK EXTENSION TO DRYWELL ACROSS FROM NW CHURCH JOB#98403400 STR: 4 24-21-03 KROLL: SITE DESCRIPTION: BETWEEN 340TH & 19TH AVE SW AND 349TH & 21ST AVE SW EXPIRATION: THIS PERMIT SHALL EXPIRE ON 12/21/99 . INSURANCE AMOUNT. $: 0: BOND AMOUNT $• 0: LIEN AMOUNT $• 0: PERMITTEE MUST NOTIFY PUBLIC WORKS 24 HOURS PRIOR TO STARTING WORK, AT (253) 661-4127, BETWEEN B AM AND 5 PM. CALL 1-800-424-5555 48 HOURS IN ADVANCE FOR UNDERGROUND UTILITY LOCATION. SPECIAL TERMS AND CONDITIONS APPLY - SEE PAGE 2 Dermittee agrees to comply with the terms and conditions contained herein (see attachment for Terms and Conditions). Signature: Date: 3y this permit, the City of Federal Way authorizes the use of the above descr-+be4 property. 'ublic Works Department Approval: jy'-�c_— ( , e', Date: DOTE: PERMIT NOT VALID WITHOUT NECESSARY SI ATURES AND EXPIRATION DATE. =final Inspection Approval: Date: NITE: Original YELLOW: Applicant PINK: City GOLD: Inspector row_prmt, 08/10/92 1 f onditions of Approval - Permit no. : ROW99-0303 or: LAKEHAVEN SWR age: 2 ) PERMITTEE MUST NOTIFY PUBLIC WORKS 24 HOURS IN ADVANCE PRIOR TO JOB START. FAILURE TO DO SO WILL RESULT IN A $40. 00 FEE PLUS INSPECTIONS. PLEASE CALL (253) 661-4127 ROW PERMIT DESK or (253) 661-4131 TO NOTIFY THE CITY. ) NOTIFY ADJACENT PROPERTY OWNERS/BUSINESSES OF WORK TO BE PERFORMED. DO NOT BLOCK DRIVEWAY ACCESS. 21ST AVE TRAFFIC CONTROL - MAINTAIN ONE OPEN DRIVING LANE IN EACH DIRECTION DURING CONSTRUCTION HOURS. SEQUENTIAL ARROW BOARDS ARE REQUIRED ON 21ST AVE SW. DURING NON-CONSTRUCTION HOURS - RETURN TO TWO DRIVING LANES IN EACH DIRECTION. LANE CLOSURES SHALL BE RESTRICTED ONLY BETWEEN THE HOURS OF 8: 30 AM TO 3 : 30 PM. NO WORK DURING EVENING OR ON WEEKENDS. ) THE TWO TREES IN THE ROW THAT ARE GOING TO BE REMOVED AND REPLACED TO ACCOMODATE CONSTRUCTION ARE TO BE REPLACED WITH NEW TREES OF EQUAL SIZE & QUALITY IF THEY DO NOT SURVIVE FOR A MINIMUM OF TWO YEARS AFTER COMPLETION OF WORK. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED. PERMITEE MUST CONTACT THE CITY @661-4127 FOR SCHEDULING AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK. I.E. - LANDSCAPING, ETC. ) ANY SIDEWALK, CURB & GUTTER THAT IS DISTURBED IS TO BE REPLACED TO MATCH EXISTING. REMOVE AND REPLACE ENTIRE PANEL - DO NOT CUT AND PATCH SIDEWALK. CALL 253-661-4127 - 24 HRS PRIOR TO SIDEWALK POUR TO SCHEDULE FORM INSPECTION. POSSIBLE SUBGRADE REMOVAL WILL BE REQUIRED TO PLACE 3" OF CRUSHED ROCK. PROTECT ROADWAY USING SHORING - MINIMIZE OPEN CUT ON 21ST AVE. PATCH 21ST AVE SW - BACKFILL TRENCH WITH CSBC, 6" CSTC, 4" CLASS "E" ASPHALT, 4" CLASS "A" ASPHALT (CLASS "A" REQUIRED) . PATCH ON 348TH ST SW TO MANHOLE - NEATLINE CUT AND PATCH FROM EXTENDED GUTTERLINE OF 21ST AVE SW TO MINIMUM 1 ' EAST OF TRENCH AND FROM EXISTING MANHOLE TO SOUTH CURB & GUTTER ON S 348TH. COORDINATE CONSTRUCTION WITH NW CHURCH, WSDOT, DEVELOPERS, AND OTHER UTILITIES TO ACCOMODATE FUTURE ROAD WIDENING AND NEW CONSTRUCION. 0) PROVIDE FOR SAFE PEDESTRIAN ACCESS AT ALL TIMES. 1) THIS PERMIT IS FOR CONSTRUCTION IN THE ROW ONLY. RECElV7n BY COMMUNfry ng‘s ')w7-M; `) '1AR7 r_NT EASEMENT FOR SEWER FACILITIES THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and RUFO F. BRUAN, JR. AND ZENAIDA SAS`BRUAN, husband._ hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of six thousand Dollars ($6,000.00), the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto,through, over and across the following described real property: SEE EXHIBITS "A" and "B" ATTACHED Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee. Grantor hereby agrees that no building, wall, new fences following the execution date of this sewer easement by the Grantor, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area;the grantee agrees to allow the Grantor to retain and Easement No. LUD 201.E.09(04/27/99) maintain the existing east-west fences along the north and south property lines. The Grantor agrees to allow the Grantee to install wire fence gate(s) at the location where the existing fences cross the sewer easement. The Grantee will maintain the gate(s) and will have sole possession of the gate keys. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this '1 day of , 19 q By STATE OF WASHINGTON ) ss: County of King } I certify that I know or have satisfactory evidence that f,vTv F.-?-)rick Ay- and L i1 C&i Ack S v U a vl signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. � - , l 1 I'' -frek 4:0 0TAR yt: /i(}71L, 0-/-11/Z s:, PUBLIC *;' Notary Public , ,,•� MICHELLE KAEMINGK / pvbi,C Title LUD 201.E.10(04/27/99) y Sppq/Ntment e es hUf'I f' 5 , �0 ail y , Exhibit "A" THE WEST 20 FEET OF THE EAST 719.14 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH, RANGE 3 EAST,W.M.,RECORDS OF KING COUNTY, WASHINGTON; - EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 842329; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 9512050883. SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. ALSO A 50 FOOT TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE AND DISCRIBED AS FOLLOWS: THE WEST 50 FEET OF THE EAST 734.14 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST, W.M.,RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 842329; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO.9512050883. SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. NW COR. NE1/4 EXHIBIT ''B'' NE SE1/4OR. N 1/3E SE 1/4 24-21-3E i\ N89'14'45"E 1326.93' \\ \� 699.22' O o in Ln /.• 585.47' .- 30' 4 Co co N 03 rn 03 in S89'18'22"W 1275.67' , \ (0 V co c0 r') rn v S89'22'36W rn 214.72' .4' N 1n -cob co O OO W o p 00 N N O u') N - .-Z N) `n 709.14' o b 213.45' S89' '36W V o o ./ \ N in 20' SEWER EASEMENT o -r "i 50' TEMPORARY CONSTRUCTION °' co EASEMENT TO BE REMOVED UPON co COMPLETION OF CONSTRUCTION & THE APPROVAL OF LAKEHAVEN UTILITY DISTRICT. • N89'26'51"E o dr u� (ID_ N CO//SW COR. NE1/4 •••• �.9- /7 ,•N„"""""•,, SE COR. NE1/4 SE1/4 24-21-3E SE1/4 24-21-3E • of 1r�ay i . MffLl-lJ ' 47 r EASEMENT Ak � s N affecting PARCEL NO. 242103-9019 '''•."\ \E • ,.,2?iiiii ir, I LAKEHAVEN UTILITY DISTRICT ©M.Cen 4�'rr1. C�rDMp Mc DCSIGN DMVN """ RDII[i RJF RJF RJF 4/6/99 40HEDGES POEM.NAM•91MriR3 Scy.s "M..'ow.wMigN ♦engine*ring t Consulting,Inc '."" P:\32218\SURVEY 1 =100' APAW 32218 913 Kincaid Avenue,sumo«.WA 98390(253)891-9385 1-800-540-9847 RECEIVED Ey COMMUNITY+�eti,�t; pMR, r) ; K„ •,•.,.NT EASEMENT FOR SEWER FACILITIF p 3 /999 THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and RICHARD D. GARLOCK AND DIANE L. GARLOCK, husband and wife , hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of six thousand Dollars ($6,000.00), the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto, through, over and across the following described real property: SEE EXHIBITS "A" and "B" ATTACHED Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee. Grantor hereby agrees that no building, wall, new fences following the execution date of this sewer easement by the Grantor, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area; the Grantee agrees to allow the Grantor to retain Easement No. LUD 201.E.09(04/27/99) and maintain the existing east-west fences along the north and south property lines. The Grantor agrees to allow the Grantee to install wire fence gate(s) at the location where the existing fences cross the sewer easement. The Grantee will maintain the gate(s) and will have sole possession of the gate keys. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this _day of , 19 • By By STATE OF WASHINGTON } ss: County of King } I certify that I know or have satisfactory evidence that and signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: Notary Public Title My appointment expires LUD 201.E.10(04/27/99) • Exhibit "A" THE WEST 20 FEET OF THE EAST 719.14 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH, RANGE 3 EAST,W.M., RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 842330; AND EXCEPT THE SOUTH 120 FEET OF THE WEST 265 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF AFOREMENTIONED SECTION,TOWNSHIP AND RANGE; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 9510261406. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ALSO A 50 FOOT TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE AND DISCRIBED AS FOLLOWS: THE WEST 50 FEET OF THE EAST 734.14 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M.,RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 842330; AND EXCEPT THE SOUTH 120 FEET OF THE WEST 265 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF AFOREMENTIONED SECTION,TOWNSHIP AND RANGE; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 9510261406. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EXHIBIT "B" NE COR. NE1/4 NW COR. NE1/4 SE1/4 24-21-3E / \ SE1/4 24-21 -3E ^ N89'1 4'45"E 1326.93' \\\ � \ i699.22' �/ -cp Ln � / �_ 585.47' -� / �S;Q v 30' 4 ico co ^ c i•-) c 1n rn S89'18'22"W V/\ 1275.67' v 1a un o M 20' SEWER EASEMENT '? S89'22'36W 214.72' 50' TEMP. CONSTRUCTION A EASEMENT TO BE REMOVED 0 0 UPON COMPLETION OF �. w o 0 o CONSTRUCTION & THE a? N N (No APPROVAL OF LAKEHAVENLO In L UTILITY DISTRICT, co o P o b o I 213.45' n S89'22'36W in / 351.77' 709.14' r) rn r i .4r co co V In Lb N a � n V —SW OCR. NE1/4 /�L- -M., SE COR, NE1/4 SE1/4 24-21-3E J SE1/4 24-21 -3E s;i-°',•.., i _ --L 0 7 • EASEMENT /47,rre ray affecting a PARCEL NO. 242103-9019 DPIRES f ' ILAKEHAVEN UTILITY DISTRICT 1,1717. "`°""�'.c..,.. 1RJF RJF RJF 3/26/99 4HEDGES OIL-KM•P....�.mmOTRS narnlc c,,anAroi �En9neerin9 L C0ns Atn9. Irc. ""”"P:\32215\SURVEY =100' APAW 2218 913 Kincold Aver,... Sumner.WA 98390(253)891-93e6 1-800—SA0-9847 s 1 RECF!v 'D RY COMMUNITY nr:'' --MENT EASEMENT FOR SEWER FACILTIS0 3 99 THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and Happy Valley Land Company L.L.C., hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consideration, the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto, through, over and across the following described real property: SEE EXHIBITS "A" and "B" ATTACHED Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced to like condition or Grantee shall make every effort to restore, to as good a condition as they were immediately before the property was entered upon by the Grantee. Easement No. LUD 201.E.09(10/27/97) Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Since the sewer line will be installed prior to the construction of the roads within the Keller Subdivision, the Grantor will be allowed to re-grade the ground surface above the sewer system in order to build the roads. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this �j Q ,� day of A,g c.),S-'[ B By STATE OF WASHINGTON} ss: County of King } I certify that I know or have satisfactory evidence thateticN —r i2oFt - - signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the Mai{ , mEtA ,r-t2_ - -' of 1{pff�( \iAt -( y-A%-p co to be the free and voluntary act o or the uses and purposes mentioned in the instrument. DATED: si3 1 ;`1` ��aNce,O��'I 8 NOTARY,1°y LPUBLIC zs I Q ix 1292003 ary P 1ic %% WAS Title (`I A I Erc P4 KES 1-d -0 3 Exhibit "A" THAT PORTION OF A 20 FOOT STRIP OF LAND HAVING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE AND LYING NORTH OF THE SOUTH LINE OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST, W.M. COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST, W.M.;THENCE S. 89°26'51"W,ALONG THE NORTH LINE OF SAID SUBDIVISION,709.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 00°20'14"E 292.23 FEET;THENCE S 89°39'46"W 252.39 FEET TO A POINT OF CURVE CONCAVE TO THE SOUTH,HAVING A RADIUS OF 370.05 FEET AND TO WHICH POINT A RADIAL LINE BEARS N 00°20'14" W;THENCE WESTERLY ALONG THE ARC OF SAID 370.05 FOOT RADIUS CURVE THROUGH A CENTRAL ANGLE OF 20°53'52"AN ARC DISTANCE OF 134.97 FEET TO A POINT OF REVERSE CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 390.05 FEET,AND TO WHICH POINT A RADIAL LINE BEARS S 21°14'06"E; THENCE WESTERLY ALONG THE ARC OF SAID 390.05 FOOT RADIUS CURVE THROUGH A CENTRAL ANGLE OF 15°42'42"AN ARC DISTANCE OF 106.96 FEET AND HAVING A TANGENT BEARING AT THIS POINT OF S 84°28'36"W;THENCE S 00°17'20"E 144.06 FEET; THENCE S 73°27'10" W 26.90 FEET TO THE SOUTH LINE OF THE WEST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST, W.M. AND THE TERMINUS POINT OF THIS DESCRIPTION. SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. ALSO A 50 FOOT TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE. SAID EASEMENT LYING NORTH OF THE SOUTH LINE OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP21 NORTH,RANGE 3 EAST, W.M.THE CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST,W.M;THENCE S 89°26'51" W,ALONG THE NORTH LINE OF SAID SUBDIVISION, 709.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 00°20'14"E 292.23 FEET;THENCE S 89°39'46" W. 252.39 FEET TO A POINT OF CURVE CONCAVE TO THE SOUTH,HAVING A RADIUS OF 370.05 FEET AND TO WHICH POINT A RADIAL LINE BEARS N 00°20'14"W;THENCE WESTERLY ALONG THE ARC OF SAID 370.05 FOOT RADIUS CURVE THROUGH A CENTRAL ANGLE OF 20°53'52" AN ARC DISTANCE OF 134.97 FEET TO A POINT OF REVERSE CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 390.05 FEET, AND TO WHICH POINT A RADIAL LINE BEARS S 21°14'06"E;THENCE WESTERLY ALONG THE ARC OF SAID 390.05 FOOT RADIUS CURVE THROUGH A CENTRAL ANGLE OF 15°42'42"AN ARC DISTANCE OF 106.96 FEET AND HAVING A TANGENT BEARING AT THIS POINT OF S 84°28'36" W;THENCE S 00°17'20"E 144.06 FEET;THENCE S 73°27'10"W 26.90 PE1 T TO THE SOUTH LINE OF THE WEST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST W.M. AND THE TERMINUS POINT OF THIS DESCRIPTION. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. / NW COR. NE1/4 EXHIBIT "B" NE COR, NE1/4 /`/ SE1/4 24-21-3E SE1/4 24-21-3E A \// N89'14'45"E 1326.93' K t 709.19' \ N. LINE S1/2 S1/2 "N1/2 NE1/4 SE1/4 30' �/ S 89'21'56° W �Ne IH ♦1•1 ♦1•o1 �1n \w • . ♦ 0to '�d41:' 0 c' 0 �:� w.-w �1�J Z(nZ U1 ♦1*1 20' SEWER EASEMENT ♦4.. 01 ♦1�1 w 50' TEMPORARY CONSTRUCTION i�i EASEMENT TO BE REMOVED UPON �% `" COMPLETION OF CONSTRUCTION & ♦4,• (" ' `n ♦ COo THE APPROVAL OF LAKEHAVEN _ 1�1 .• o ♦♦ b UTILITY DISTRICT. i�i °' o ♦1�1 `} • Al I =205352=15'4242" R=370.05R=390.05' L=134.97' L=106.96' r ! r�.` S73.27'10"W it* 26.90' F4► Ar 41. AV 30' // �.i:,. N89'39'35 S. LINE W1/2 N 1/2 S1/2 NE1/4 SE1/4 42' 557.32' . .�iiiiiiiifii�� •aNNNNNNNNN�• V SW COR. NE1/4 A� • SE1/4 24-21-3E 100 J• , SE COR. NE1/4 tk ..,•S , WA,`a �; SE 1/4 24-21-3E r, - •i ".4. 1c,; T EASEMENT 40 L6a. Affylr_%C "'41.'i affecting PARCEL NO. 242103-9021 ..NN\NNNWNN'' eLe,,, /4,•'' ILAKEHAVEN UTILITY DISTRICT MOTTO ©""' .0 "°• ."` RJF RJF ...,RJF 3/26/99 4 HEDGES - ram' \ " nnrn+c�'no"�^a Enp Ineer�r,�a ConsNtlnp, Inc. CArsma•ni+.aa•aawvc.oa " P:\32218 SURVEY j"=100' APAW 12218 L Khcold...n,,. *Inn.., wA 98390 z53 a91- �5 1_ ( ) o e00-540-9e47 EASEMENT FOR SEWER FACILITIES THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and Happy Valley Land Company L.L.C., hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consideration, the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto, through, over and across the following described real property: SEE EXHIBITS "A" and "B" ATTACHED Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced to like condition or Grantee shall make every effort to restore, to as good a condition as they were immediately before the property was entered upon by the Grantee. Easement No. LUD 201.E.09(10/27/97) Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Since the sewer line will be installed prior to the construction of the roads within the Keller Subdivision, the Grantor will be allowed to re-grade the ground surface above the sewer system in order to build the roads. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this 3 fij day of 1)\i,c By STATE OF WASHINGTON } ss: County of King } I certify that I know or have satisfactory evidence that rvc.i bE.K - signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the hi\AI.VflG MetAiSc of 1-kpf:.j \lALLEL( �Aui> co. to be the free and voluntary act o -': .:-‘•N or the uses and purposes mentioned in the instrument. SS�flN 'p DATED: c8 Oct ;/cc' O3(1't •'o° NOTARY'S za• PUBLIC'�� 1-29-20 S P:ary P bhc ` 'tA,Op iv 'Title : `( A Pat s7,vIcpi t-,4 Kos 1- a9-0-3 Exhibit "A" THE NORTH 20 FEET OF THE EAST 130 FEET OF THE WEST 172 FEET OF THE NORTH 30 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH,RANGE 3 EAST,W.M; SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. ALSO A 10 FOOT TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE. SAID EASEMENT DESCRIBED AS FOLLOWS: THE SOUTH 10 FEET OF THE EAST 130 FEET OF THE WEST 172 FEET OF THE NORTH 30 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24,TOWNSHIP 21 NORTH, RANGE 3 EAST,W.M; NE COR. NW COR. NE1/4 EXHIBIT "B" SE1/4 24-21-3E1/ SE1/4 24-21-3E N89'14'45"E 1326.93' • 30' 1n rn co O w � 1n N tO In p7 O O O O O O (n (n 10' TEMPORARY CONSTRUCTION EASEMENT TO BE REMOVED UPON 20' SEWER EASEMENT COMPLETION OF CONSTRUCTION & THE APPROVAL OF LAKEHAVEN 30' 4, 130 • UTILITY DISTRICT. 42' V V SW COR. NE1/4 SE COR. NE1/4 SE1/4 24-21-3E40 J. ,, SE1/4 24-21-3E (� a M(o) ,'�U '� 4b a547 0 t fit, EASEMENT sT affecting PARCEL NO. 242103-9114 1 LAKEHAVEN UTILITY DISTRICT 0• C.4.*.•Ca...,lea o.nw Mro RJF RJF RJF 126 3/26/99 `HEDGES t Consul flop,Inc. P:\3228\SURVEY 1 =100 APAW 9 ti��a*`^^w• �mnp,WA 98390(253)091-9363 1-600-S40-W7 RECEIVEr ''v COMMUNITY nr`iri OPfr -_.,ram TEMPORARY EASEMENT FOR SEWER FI , T ] S THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and Northwest Church, a non-profit corporation , hereinafter termed "Granny r`7\ WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consideration, the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A temporary, non-exclusive easement and right-of-way for the construction of sewer facilities and all appurtenances related thereto, through, over and across the following described real property: SEE EXHIBITS "A" AND "B" ATTACHED Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee. Easement No. . • The temporary construction easement to be vacated upon completion of construction and the approval of the grantee. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this r� _day of c , 19 a3 y S /4.)ed BY --�s1 �r �Nu By STATE OF WASHINGTON } ss: County of King I certify that I know or have satisfactory evidence that �J� and - signed this instrument, on oath state4 that they were authorized to execute the instrument and acknowledged it as the c.,/,kP s ,i and of A/o r t i PSG G444 to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: ( M l l .i L F ��o (A,I2 •try PiA =..Votary is 1co4 , OSARY • ._.— Title PUBoc, Q ? gly appointment expires (\,` i,��'ur wAse;1 �\\ • Exhibit "A" PARCEL NUMBER: 542350-0630-05 A 5 FOOT TEMPORARY SANITARY SEWER CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE AND DESCRIBED AS FOLLOWS: THE WEST 5 FEET OF THE NORTH 300 FEET OF TRACT B, MEADOWS OF PANTHER LAKE DIVISION 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 123 OF PLATS, PAGES 20 THROUGH 22, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 21, NORTH, RANGE 3 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON. EXHIBIT " B " • t ,r ,.� - .p- I _ _ x� [ -FBI �°i 62 ti' 3 0 °14 5 `1�o ^ ,t. : 61•. I ‘,"'" I `i--. `, ` �• , el' ecA 00 . 4 °' : °° °°� S) 8 o TR.A bia 2 7 ,0 8 o 9 I IC r )1s.er: io cSW. :Je9=41-4°w/16..8 348TH 1 0 •Z, O. 3 ,,'4. P. �, 4. N. y W oc 34 u0 �I`ts C 28 r1 1Z Z M �..t../ l/ _ \�n/7 Li Q, ¢ , TEMPORARY EASEMENT :4004.,g..1:5::‘, m,� ..+ , e- is-ti7 3 • � c 31 c • � � 1N 7R. 8 .e ,^ I. i " NORTHWEST CHURCH ° �' : (` _k !:. I•. 02 t' S•W ,L�� M I l L 1r�. 4p 1k 0 0° 'I 1 ." d 4 J o �.mac'1, I e I.M .r,boo „ 4IS,t D a � 6. �� >S TI.iG "'�f. l4 J.i9.. ../...._•-• JO 3• z /292.21(e) p • h v ^ 's 0 i h^ x ;I: .1 1— 0 • k� \1 �s r. '• .3 ,. .a S 6 6„.1. V ` ti ti] / __ .. .•° • M1. p+° 7 , VS.,' 7S.YS „.V. 0 N ., "� . SW. 3 50 TH. S T. --, ``�`E "i F n LCI ,. z , / .a ( 5- I 6 'IAI I 7-S b> N RECEIVED Fly COMMUNITY NEVELOPMEN '"—""ENT EASEMENT FOR SEWER FACILI `rE'S3 199 THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and FORTUNATO S. PENA AND LOURDES E. PENA, husband and wife, hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of four thousand one hundred and forty Dollars ($4,140.00), the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto,through, over and across the following described real property: SEE EXHIBITS "A" and "B" ATTACHED Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee. Easement No. LUD 201.E.09(10/27/97) Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated,the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this lit h day of /May , 19 9 9 By By STATE OF WASHINGTON } ss: County of King } I certify that I know or have satisfactory evidence that Fore rc. w ro s. PE WA and 1 o u/Z.DtS iv A signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: M Ok-d /f / )'g f I) , 0 � �vk� Notes ubltc 1 ALMUIWR REMTULLA C.G.A. NOTARY PUBLIC 1638 West Broadway,Suite 206 Vancouver,B.C. V6J 1X6 Title Telephone: (G041711 4194P My appointment expires itwmt •4- LUD 201.E.10(10/27/97) 04/28/99 9:01 AM easement page 2 indiv- Pena Exhibit "A" THE WEST 20 FEET OF THE EAST 719.14 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON; EXCEPT COUNTY ROADS; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 9604151459. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ALSO A 50 FOOT TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE AND DISCRIBED AS FOLLOWS: THE WEST 50 FEET OF THE EAST 734.14 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 21 NORTH,RANGE 3 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON; EXCEPT COUNTY ROADS; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 9604151459. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EXHIBIT "B" NE COR. NE1/4 NW COR. NE1/4 SE1/4 24-21-3E / /SE1/4 24-21-3E n N89'14'45"E . 1326.93' \ rl \v/ ` `409.22' 0 o in in 585.47' -•N ;S, 0/ 4:• 20' SEWER EASEMENT 30' �••••• co 50' TEMPORARY CONSTRUCTION •�•� o N EASEMENT TO BE REMOVED UPON :•• co COMPLETION OF CONSTRUCTION & ,�:•; _Nn THE APPROVAL OF LAKEHAVEN �;:;: UTILITY DISTRICT. •• 6 ro 709.14' / 0 ' S89'22'36W 215.00' N al 0�n co 0 cp.-0w • 00 - ON N O Ni in N - �O co z 0 O 0 O 0b 215.00' n u) \� S89'22'36W cn 0 a) F') 4 ua ri co o R. � � �p N V SW COR. NE1/4 SE COR. NE1/4 SE1/4 24-21-3E SE1/4 24-21-3E J. f. o EASEMENT i�• affecting 4' PARCEL NO. 242103-9018 '...-. .•.i2iiiiiiii.,••' (LAKEHAVEN UTILITY DISTRICT CD""''"."""°'Canada"kw. RJF RJF DRAWN ,Ta RJF 3/26/99 H�n0 EDGES _ "'�" P:\32218\SURVEY Tr'-100' '� APAN/ 32218 913 Klncald AwnAr Sum.,WA 98390(253)891-9365 1-800-540-9847 R p CEl�V _Cy^ r PENT COMMUNI Washington State Northwest Regii it . Wi Department of Transportation 15700 Dayton Ave ort , 1jj9. P O. Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 August 23, 1999 Donald T. Perry a U Lakehaven Utility District 1 I 31627 - 1st Avenue S AUG ? A lc,— i ‘: Federal Way, WA 98063 SR 5 Federal Way P & R Lot 2 Lakehaven Utility District Permit 17370 In response to your request, we are enclosing the referenced permit. Please call Joe Scanlon, Ken, at (253)872-2962 to arrange a preconstruction conference prior to "on-site" construction. Contact me at (206)440-4434 if additional information is needed. Sincerely , au,), 7TIMO Y C. WICKS Permit ranchise Engineer TCW:tw Enclosures c: Maintenance •I/ Washington State r" Department of Transportation Application for Utility Permit or Franchise Northwest Region, Utilities MS 1 1 3 PO BOX 33031 0 Seattle WA 98133-971 0 Permit/Franchise No. 1 7370 Applicant - Please print or type all information Application is Hereby Made For ® Permit ❑Category 1 $500.00 ❑Franchise ❑Amendment ®Category2 $300.00 ❑Franchise Consolidation $300.00 ❑Category 3 $150.00 ❑Franchise Renewal $250.00 Intended Use of State Right of Way is to Construct Operate, and Maintain a- 15" Sanitary Sewer Line and Appurtenance's (344th St. &21" Ave. SW—Federal Way Park and Ride Lot No. 2 ) on a portion of State Route 5 (at/from) MilePost 142.29 to Mile Post in King County, to begin in the SE 1/4 of. NE 1/4 Section 24 Township 21 North: Range 03 West/East W.M and end in the SE 1/4 of_NE 1/4 Section 24 Township 21 North: Range 03 West/EastW M Fees in the amount of$ 300.00 are paid to defray the basic administrative expense incident to the processing of this application according to WAC 468-34 and RCW 47.44 and amendments. The applicant further promises to pay additional costs incurred by the Department on the behalf of the applicant Checks or Money Orders are to be made payable to "Washington State Department of Transportation." Lakenhaven Utility District Applicant(Referred to as Utility) Applicant Authorized S nature 31627 1" Avenue South Donald T. Perry Address Print or Type Name Federal Way WA 98063 General Manager City State Zip Code Title 253.941.1516 Dated this 25 day of Jan 1999 Telephone Y9106550 (19th Ave/21" Ave SW Swr Trunk) 91-0874464 Applicant Reference (WO) Number Federal Tax ID Number or Social Security Number Authorization to Occupy Only If Approved Below The Washington State Department of Transportation referred to as the'Department,' hereby grants this document (Permit or Franchise as applicable) subject to the terms and conditions stated in the General Provisions, Special Provisions, and Exhibits attached hereto and by this reference made a part hereof:Construction facilities proposed under this application shall begin within one year and must be completed within three years from date of approval. For Department Use only Exhibits Attached Department Approval EXHIBIT "A". Special Provisions for Permits and Franchises, pages 1-3. By' EXHIBIT "B". Utility Facility Description form, page 1 . EXHIBIT "C". Plan details, page 1 . EXHIBIT "D". Utility plan, page 1 . TrdeActing Asst. Utilities/Railroad Engin er Date / Expiration Date: COT roim 224-8608 E. - - ------------ _ Reviled w91 , General Provisions 1 This document is subject to RCW 47.32, RCW 47.44 and WAC 488-34 and amendments thereto. 2. The Utility,its successors and assigns agree to indemnify,defend and hold the State of Washington, its officers and employees harmless from all claims,demands,damages, expenses or suits that:(1)arise out of or are incident to any negligence by the Utility, its agents,contractors or employees in the use of the highway right of way pursuant to this document or(2)are caused by the breach of any of the conditions of this document by the Urlrtv. its contractors, agents or employees. Nothing herein shall require the Utility to indemnify and hold harmless the State of Washington and its officers and employees from claims,demands damages, expenses or suits based solely upon the conduct or negligence of the State of Washington,its agents,officers,employees and contractors and provided further that if the claims,demands,damages,expenses or suits are caused by or result from the concurrent negligence of(the Utility, its agents, contractors or employees and or any person whomsoever, in connection with Utility's,its assigns',agents',contractors'or employees of the Slate of Washington,its agents,officers,employees and contractors,the indemnity provisions provided herein shall be valid and enforceable only to the extent of the Utility's negligence or the negligence of the Utility's agents, employees or contractors. Any action for damages against the State of Washington, its agents,officers, contractors or employees ansing out of damages to a utility or other lac.:^y located on the highway nght of way shall be subject to the provisions of RCW 47.44.150 The Utility, and on behalf of its assigning,agents, licenoccs,contractors and employees agrees to waive any claims for losses, expenses, damages or lost revenues incurred by it or its agents,contractors, licenses, employees or customers in connection with Utility's, its assigns'agents',contractors licensees'or employee's construction,installation,maintenance, operation,use or occupancy of the right of way or in the exercise of this document against the State of Washington, its agents, or employees except the reasonable costs of repair to property resulting from the negligent injury or carnage to Utility's property by the State of Washington, its agents,contractors or employees. 3 Whenever necessary for the construction,repair,improvement,alteration,or relocation of all or any portion of said highway as determined by the Department,or in the event that the lands upon which said highway is presently boated shall become a new highway or part of a limited access hignway, or if the Department shall determine that the removal of any or all facilities from the said lands is necessary, incidental,or convenient to the construction, repair, improvement,alteration,or relocation of any public road or street,the Utility shall, upon notice by the Department, relocate or remove any or all of such facilities from said highway as may be required by the Department at the sole expense of the Utility to whom this document is issued or their successors and assigns. 4 All sucn changes, reconstruction,or relocation by the Utility shall be done in such manner as will cause the least interference with any of the Department's performance in the operation and maintenance of the highway. This document shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting rights of like or other nature or other public or private utilities, nor shall it prevent the Department from using any of its roads,streets,or public places, or affect its right to full supervision and control over all or any part of them,none of which is hereby surrendered. e The department may revoke, amend, or cancel this permit at any time by giving written notice to the Utility. The Utility shall immediately remove a facilities from the nght of way.Any facilities remaining upon the right of way 30 days after written notice of cancellation will be removed by the Department at the expense of the Utility. Any breach of any of the conditions and requirements herein made,or failure on the part of the Utility of this franchise to proceed with due diligence and in good faith with construction work hereunder shall subject this franchise to cancellation after a heanng before the Department, of which sane heanng the Utility shall be given at least 10 days written notice, if at that time the Utility is a resident or is doing business in the State of Washington otherwise. by publishing a notice of said hearing once a week for two consecutive weeks in a newspaper of general circulation in Thurston County, Washington,the last publication to be at least 10 days before the date fixed for said hearing. a The Utility shall maintain at its sole expense the structure or object for which this document is granted in a condition satisfactory to the Department. 9 Upon failure, neglect,or refusal of the Utility to immediately do and perform any change,removal,relaying,of relocating of any facilities,or any repairs or reconstruction of said highway herein required of the Utility,the Department may undertake and perform such requirement, and the cost and expense thereof shall be immediately repaid to the Department by the Utility. 10. Upon approval of this document,the Utility shall diltigentty proceed with the work and comply with all provisions herein. it. Whenever rt is deemed necessary for the benefit and safety of the traveling public,the Department hereby reserves the right to attach and maintain upon any facility by the Utility under this docurirerrt any required traffic control devices,such as traffic signats, luminaires,and overhead suspended signs,when the use of such devices or attachments does not interfere with the use for which the facility was constructed. The Department shall bear the cost of attachment and maintenance of such traffic control devices, Including the reasonable cost of any extra construction extra cost to be determined jointty by the Department and the Utility of this docunierit. tt is not to be construed that the D rid naure such normal cost of installation, operation,or maintenance of any of the facilities installed under this document. Department is to share in the 12 No assignment or transfer of this franchise in any manner whatsoever shall be valid nor vest any rights hereby granted until the Department consents thereto and the assignee accepts all terms of this franchise Attempting to assign this franchise without Department consent shall be cause for cancellation as herein provided. 1 3 No excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to interfere with the travel over said road uniess authorized by the Department. 14 If the work done under this document interferes in any way with the drainage of the State highway, the Utility shall wholly and at its own expense rnaice such provisions as the Department may direct to take care of said drainage. lc On completion of this work, all rubbish and debris shall be immediately removed and the roadway and roadside shall be deft neat and pre00cntacie arc satisfactory to the Department. 15 All of the work shall be done to the satisfaction of the Department,and all costs incurred by the Department shall be reimbursed by the Utility 17 The Utility pledges that performance of routine cutting and trimming work will be accomplished in such a manner that the roadside appearance wll not be disfigured. When major work is involved or damage to roadside appearance may become significant,the Utility shall secure the approval of the Department in advance of the work. 'a The Utility hereby certifies that the facilities described,n this document are in compliance with the Control Zone Guidelines Washington State Special Provisions for Department of Transportation Permits and Franchises Permit/Franchise No. 17370 Applicable provisions are denoted by ) NI 1. No work provided for herein shall be performed until the Utility is authorized by the following Department representative: Northwest Region Utilities Engineer 15700 Dayton Avenue North,MS 113 PO Box 330310 Seattle,WA 98 1 33-97 1 0 For preconstruction conference call: Ingo Gollcr,Kent(253)872-2958 cg 2. A copy of the permit or franchise must be on the job site,and protected from the elements,at all times during any of the construction authorized by said permit/franchise. IR 3. In the event any milepost,right of way marker,fence or guard rail is located within the limits of this project and will be disturbed during construction,these items will be carefully removed prior to construction and reset or replaced at the conclusion of construction to the satisfaction of the Department.All signs and traffic control devices must be maintained in operation during construction. IR 4. Prior to construction,the Utility shall contact the Department's representative(listed under Special Provision Number 1)to ascertain the location of survey control monuments within the project limits. In the event any monuments will be altered,damaged or destroyed by the project, appropriate action will be taken by the Department,prior to construction,to reference or reset the monuments.Any monuments altered, damaged or destroyed by the Utility's operation will be reset or replaced by the Department at the sole expense of the Utility. Ei 5. During the construction and/or maintenance of this facility,the Utility shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways(Federal Highway Administration)and Washington modifications thereto. If determined necessary by the Department, the Utility shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance operations. No lane closures shall be allowed except as approved by the Department representative.Approvals may cause revision of special provisions,including hours of operation. tit 6. Any changes or modifications to the approved franchise/permit shall be subject to prior review and approval by the Department. The Utility shall notify the Department's representative upon completion of the work under this permit/franchise so that a final inspection can be made and shall immediately furnish to the Regional Utilities Engineer a revised franchise or permit plan of the final location or relocation of its facilities if the original permit/franchise plans have been revised during the course of construction. 1& 7. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Utility and utility's engineer,contractor,and inspector shall be present. • 8. Should the Utility choose to perform the work outlined herein with other than its own forces,a representative of the Utility shall be present at all times unless otherwise agreed to by the Department representative.All contact between the Department and the Utility's contractor shall be through the representative of the Utility.Where the Utility chooses to perform the work with its own forces,it may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the Utility within the State right of way until said requirement is met.The Utility,at its own expense,shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor,agent,and others,so as not to endanger or injure any person or property. • 9. The Utility agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's contractor in the performance of his contract. fg 10. Work within the right of way shall be restricted to between the hours of 9:00 a.m. and 3:30 P.m. ,and no work shall be allowed on the right of way Saturday, Sunday,or holidays,unless authorized by the Department.Any lane closures must be submitted for approval in advance of use.The hours of permitted closure may differ from the above noted hours. NI 11 If determined necessary by the Department,any or all of the excavated material shall be removed and replaced with suitable material as specified by the Department. ® 12. Wherever deemed necessary by the Washington State Department of Labor and Industries and/or the Department for the safety of the workers and the protection of the highway pavement,the sides of the trench(or excavation)shall be adequately supported to reduce the hazard to workers and prevent any damage by cracks,settlement,etc.,to the pavement. No other work in the trench or excavation area will be allowed until this requirement is met. • 13 All trenches,boring or jacking pits,etc.shall be backfilled as soon as possible and not left open during non-working hours unless covered with material of sufficient strength to withstand traffic loads or a method of protection approved by the Department. DOT Form 224-030 EF Page 1 Exhibit "A" Revised 3/98 Revised 3/98 14. All slopes,slope treatment,top soil,ditches,pipes,etc,disturbed by this operation shall be restored to their original cross section and condition All open trenches shall be marked by warning signs,barricades, lights and if necessary,flagmen shall be employed for the purpose of protecting the traveling public. Roadside operations may be specified by the Department's representative. rgl 15. Where applicable,markers shall be placed at each right of way line for all crossings and placed every 152.400 meters(500 feet)for longitudinal facilities to include: company name,pipeline or cable identification,telephone number for contact,and the distance from the marker to the facility in meters(feet). Markers shall be placed so as to minimize interference with maintenance operations. Markers shall also be placed at all changes in offset distance from right of way line or centerline of highway. ® 16. The utility shall install detector tape or cable approximately 300 millimeters(12 inches)above the underground facility.The tape shall conform to the standards of the American Public Works Association Uniform Color Code. • 17. In the event that construction and maintenance of the highway facility within the proximity of the utility installation becomes necessary during the period which the Utility will occupy a portion of the right of way, it is expressly understood that,upon request from the Department's representative,the Utility will promptly identify and locate by suitable field markings any and all of their underground facilities so that the Department or its contractor can be fully apprised at all times of its precise location. Et 18. The shoulders,where disturbed shall be surfaced with crushed surfacing top course I1i2(.l) mm(inch)minimum compacted depth, or as directed by the Department's representative. The surface of the finished shoulder shall slope down from the edge of pavement at the rate of 5%unless otherwise directed. The restored shoulder must not have any strips or sections less than 0.6 meter(2 feet) wide. The restored shoulder shall be surfaced with Class It asphalt or as directed �$ 19. Utility facilities or casings for facilities crossing under roadways surfaced with oil,asphalt concrete pavement or cement concrete pavement shall be accomplished by use of appropriate equipment to jack, bore,or auger the facility through the highway grade with a minimum depth of 1.52 meters(5 feet)minimum along any point from the top of facility to the finished road grade and a minimum of 1.07 meters(3.5 feet)depth from bottom of ditch to top of facility. Casing requirements for facilities are denoted by special provision 20. Any allowable open trench construction will be specifically provided for by special provision No.21,if denoted. ❑ 20. Facilities to be placed within encasement are specified individually or in whole on the attached exhibits. ❑ 21. Open trench construction will be allowed only at those locations identified on the plan exhibits and/or listed on Exhibit(s) ,with restoration to be performed as noted on the attached"Open Cut Detail,"Exhibit NI 22. The Utility agrees to be responsible for any construction deficiencies as a result of the roadway installation • 23. No routine maintenance of this facility will be allowed within the limited access area. ❑ 24. Maintenance of this facility will not be permitted from the shoulders,through traffic roadways,or ramps of SR and all service to this facility will be by access from ❑ 25. Construction of this facility will not be permitted from the shoulders,through traffic roadways,or ramps of SR All construction access will be from ❑ 26. Bond coverage required to ensure proper compliance with all terms and conditions of said permit/franchise will be furnished by a Blanket Surety Bond held by the Department at the Olympia Service Center. ❑ 27. The Utility shall provide to the Department in the amount of$ ,a surety bond written by a surety company authorized to do business in the State of Washington or an escrow account with a bank approved by the Department,prior to start of construction,to insure compliance with any and all of the terms and conditions of this permit/franchise. Said bond/account to remain in force for a period ending one year after date of completion of construction,except the Utility shall be required to maintain said bond/account for a period of two years after completion of construction where the installation of the utility facility disturbs the traveled lanes or usable shoulders. ❑ 28. The utility agrees to underground the aboveground facilities covered by this franchise in Scenic Classes"A"and"B",as defined on attached Exhibit(s) either at the time of major reconstruction of the facility, for that portion of facility to be reconstructed,or prior to expiration of this franchise. ❑ 29. The Utility agrees to underground the aboveground facilities covered by this franchise in Scenic Classes"A","AX","B",and/or"BX", as defined on attached Exhibit(s) ,at the time the pole owner undergrounds its facility.The existing aboveground facility may remain or be relocated as aboveground in Scenic Classes"AX"or"BX", if acceptable to the Department. ❑ 30. The Utility agrees to underground or relocate aboveground the existing aboveground facilities in Scenic Classes"AX"and"BX",as defined on attached Exhibit(s) ,to a location acceptable to the Department either at the time of major reconstruction of the line,for the portion of line to be reconstructed,or prior to the expiration of this franchise. The existing aboveground facilities may remain in their present location if acceptable to the Department. ❑ 31 Neutral conductors associated with circuits of 0 to 22 Kilovolts where the neutral is considered to be 0-750 Volts may have a vertical clearance the same as guys and messengers, provided the facility is grounded at each pole at each end of the crossing. ® 32 The responsibility of the Utility for proper performance,safe conduct,and adequate policing and supervision of the project shall not be lessened or otherwise affected by Department approval of plans,specifications,or work or by the presence at the work site of Department representatives,or by compliance by the Utility with any requests or recommendations made by such representatives. 1$ 33. All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction,current edition,and amendments thereto,and may be subject to inspection by the Department. ❑ 34. Any existing Location I and Location II utility objects will be corrected in accordance with the Control Zone Guidelines. ❑ 35. General provision number 18 is hereby superseded and replaced by the following special provision. Any existing Location I and Location II utility objects will be corrected in accordance with the Control Zone Guidelines. ® 36. The Utility is responsible for compliance with all federal, state,and local laws pertaining to the discharge received by the Department under this permit/franchise. DOT Form 224-030 EF Page 2 Exhibit "A" Revised 3/98 C $ O mow/ o co Ei_M {k% ° ƒ �A 'i 3 L E_ 0- U In 2.2 k c 0�� » D . ° ~ v) �E °c § ± -IC co >1 § © ) CO // = ¢ _ E 2 § 0 # a } a) \ / # 2§ 2 .� § RS / § / / {t/ E IL ) a ° I k \ Cam® - m \ #f • ± •�. \ \ \ CO C CC \ = N. « a n x ƒ 5 "Zr w \ 7 f \ / ƒ 2 - ) \ - / / k $ ƒ a z \ \ c c c £ •( . '� 'R 'rO e c m / ■ 0 ) k a) i( . C. a 2 }i J \ c To % / f o a \ $ in / 7 2 c / § [ \ E > '\ 2 t ƒ _ to ƒ o D 9 D / J b ,, j 2 \ - 2§ ƒ k § 0 ± I I \ / k7 b / 0 \ / 0. 22 u £. 7 3 / 2 ± f E \ y 0 , I , , ci) ( % EkG\ a)§ .{ � /- - / % \o \ a . f§ "0 _ E - ` = a ° �R\ •\ � \I� .§ ƒ $U mowo ƒ \ ƒ \ k � E Cr) k E CO •2 9 .� \ X X « E/ Cu � � cn u. .C % a - j \ 5 o 5 R n _ t +CD + # \0 u_ as $3 / ' \ en / _ . \ J \ \ f * ? �$ 4 lk v e = 0 A + + + (\ H ce ii, ƒ / / / / S q 2 % 0 SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES x37. The Utility agrees that in the event the presently undeveloped right of way is sold at sometime in the future, the Utility will compensate the Department for the difference between the value of he property with an 15" sanitary sewer main easement and the value without an easement adequate for the proposed system. x38. The moisture content of the backfill at the time of compaction and the maximum compacted density for trenched construction shall be as specified by the Department. In no case will "water settling" be allowed. x39. Utility facilities installed longitudinally within Zone A, foreslope and backslope, shall have a minimum cover of 42 inches. x40. Utility facilities installed longitudinally within Zone B, outside of Zone A, shall have a minimum cover of 24 inches. x41. The Utility shall be responsible to acquire any necessary environmental and/or regulatory permits. x42. Backfill of the future alignments of 19"' Ave SW and S 344`1' St shall meet the requirements for roadway installation as provided in Special Provision No. 33. x43. The Utility agrees t schedule the work herein referred t and perform said work in such a manner as not to delay or interfere with the Department's contractor in the performance of his contract. EXHIBIT "A" PAGE 3 PERMIT 17370 Ovf:C RS•f!p 7N;EtEf:.-; (;- 14 421� 1 .T '� - J�sr-, — 21ST_23•IS ��--�^4' '�4 •cuo. .o.I sr•Ic rc:c.0 ao r.a,tc] .o. s.cE+ .o: T SW 340TH SI ID MASH. Lks• __ j 21ST 23•IS ISO' RT•3 200'TEMPCRARY d; 3 E.-�.r.r _, • 3 1 h CONSTRUCTION ii r', p- ,�s Y• 0 100 200 1; EASEMENT > SCALE IN FEET I -_" • I. ISORTJ O 'Tr U �- 11 . .1 ,, ,, ,.).'-/' 1 i(.__ ar---1 : N0- II 3 Q —^ r� �-�\ \ V NV 1/. I. to 40'TEMPORARY II �- I ,J OO Q (\�V/(��V�/J Q 7 ��}1}y ! Cr - s��I •'.I' ��'� SEC!VI SE1fCNY'20 HE v. f J U �/C Q I SEC.21 %/ SEC.Ic Is, II CONSTRUCTION EASEMENT f va v +r' CITY OF I r"Sr fO. ! 125. 1 21ST.19.33c •a ! Z Z I 15584 c.z.- SEc 19 \ n 1fALFt.'J]7I I , \ (.._1 FEDERAL MAY 4j l�r I „3,5 �; r ,___ IIfA CV (V s -• 2q aa� J e I 1I i ��. a. I, ' Jim- —�—A�� T-- F-- "] sv ft, o ' SEC.IB �II sl S. li� 1-, 8' 47' �. n e sEc.zl I 7 kqfj)V . ----- J -S.6 21' E 610. SW , . SE 1/4 \_JUs l�-.--(1' �(� R 0 SW 342N0 ST 1 �\ D2' SEC12�C SFC.Iq SEC_Iv 1 / t/ —�Li / 5 ' 21Si 18.73.33 1 'FEDERAL Wilt------ET — — m IlI - PARx 8 RILE LOT N0.2 a ('' ISO' RT.) •1 :\ o �l 14g21) • o SE 1/4 NE 1/4 VICINITY MAP 1 ;Y �• A. SEC 24 i AND W ,� a _ TOTAL PARCEL DETAIL = 5,, Cr, N • 0 2000 4000 �- . SCALE IN FEET 4JJ •{ FEDERAL WAY • INDEX - Permits/Easements • TURNBACK LINE 4�. _ III 0 SR. PARK & RIDE LOT NO. 2 • HOlU NT FOUND ram, SF, �^. Existing 50-foot easement \ 0-1 5534� 3rSD0T 0 PO0'OA'O� _ -J �evs�i°o®®�i dedicated to Lakehaven d a... lk. Utility District ati • SSS L, a / FOR RELINOUISHHENT 215T lo.7s.64 TO CITY • 20-foot wide permit request 21ST AVE Sv I0.50.38 R=25 for a 15-inch sanitarysewer CALCULATED %COR!7ER 30' SIGNAL EASENCHT L=39.48' 344TH 106.60.45 1 DETAIL tr A rr SN 344TH ST 99•39.62 J0, 7-344TH 100.75.64 i (50' LT.I line 150'LTJ ` / o , -z RNB.. L1 N , t. S 44 \� 0 9I , '. ] . . X EXHIBIT Cr r NONUNENT FOUND - CONCRETE POST �\Nib �- 24 Y 344TH I10.47.1T= Page 1 WEEA0 & TICK IN .MONUMENT BOX. . 50 �`, •� (I-1 4423) A LINE 0.00 CE I/16 CORNER I V4 CORNER ) a0 a 344TH 110.47 PERMIT 17370 S sJ'02'09" A 1.27' {'" 9 344TH 100.74.9.150'RT.1 \is' SLOPE EASEMENT FOONO CONCRETE POST TO CALCULATED i/15 R=10' R= 344TH 106.60.45 ISO lT.l WITH LEAD PLUG THIS PLAN SUPERSEDES SHEET 1 OF RECORD OF SURVEY 1 _ L-IS''7 IYL I L. S AND TACK BURIED 1 SHEET OF (� (50', 0' RT. ) EXHIBIT MAP, KING COUNTY SUNDRY SITE PLANS, BOOK 67 PACE 133 I NE 1/4 SE 1/4 FEDERAL WAY PARK & RIDE LOT NO. 2, PARCEL SEE DETAIL "A" I ` _ 2151 9.26.01 ISO' RT.) NO. 1 1g421. DATED NOVEMBER 12, 1993. 3441H 100.00.CO=215T 10.00 A.P. 61. 21ST 9.11.01 D)40 o W �� O(i-I5507) 14--R I .2q • KING COUNTY so • NE 1/4 SE 1/4 SUNDRY SITE PLANS __—"`�-'--•� _ N FEDERAL WAY --COFcmf;TRucrlcl EA !. Nr �t _ 2lsT AVE SW s•!I- ® PARK & RIDE LOT NO. 2 IT ,E E 30, /IJO', SO' RT.) WASHINGTON STATE DEPARTMENT OF TRANSP,:RT ATION A`EVENT - - ....,.... OLYLIPIA.MASMGTDN 'FSBTTERT OF SE:I TIE — A.r _ - 206.:?. ;F I i F-14 Ca I I • 756 SF cUAN I 2 .i32 SF 2.401 SF I 25.787 SF 1 • 1212.754 Sc .263 SF f 205.486 Si _ ta'A'�r.,,� cr I o.� ,4-O f_!IICR Ef:�IG_3l CFtI 194.6:'_ Sr 868 Sr IB3.160 SF 1 I CY'ERC,REr;I 212.93' SF 33_899 SF I1^..033 Sr I••IO.S94 SF _ • r� BIPIE CHAPTL , - + TEN, CHE'1 .i CA::r, •,.'°E• ) I 7'.^6i cc I T.617 SF I Ill.9S2 Sr I C 76_a00 SF cS1...;= 1 240.25E SF =1`1 768 SF 1 G 6.4 L.I,•r I-16-97 I I_2a_97 nee.a T•moerwr Condrvdlen Ee••m•ni on RI.SIG.2b1.19-31e Is 2bl 21•IS c:R••.A•w P•,r«I I-Ia �,,, ♦ o• o N:r= _ F C'O Sr Ia22 I t" ' s 12L4. n•+ R7: 1RF1.LAIT.1R - E•j_y'I L•Nrr 7-31-9a 1 9-16-96 Pe..Bndr Y.F•df rel We Park E RI!•lol No.2:R••,Arw•Pd.1-Iaa2F AAC•d lam Cif,' a — III � fJ �1 fits �< Y •nl n PI c SIa. I,119.0 •Pr<(3 J : • t+ r-1F" L.IIr.116.36 n...R e F .nl Wee Pw•. VON t • � I• •I 1•i lr l ll I 1 L•'r.r 17-I'I 2-2`9F _ S Mid,Lot•Ie Rry Area Ff I_Ia a71 O_I.IeC T•me Cc^,IrEr• AL 1 1' 1 _ _ —_1 :.I:... +..1 -5.., ran 5- 11 n•1 J_1:_1 I n.7w,n.•�f l 19:r7:1 •.�i-r — I.: .,1. _ _ — 1'Q ((Atrtr.i"o..Ol.n•J• • MAY 2 195 APPROVEDTSI -- � - _1 .. - --- HFP STATE DE i!Cd1 E`:_ ,ER SHEET SI . \ \; • -,.-- _lip' IVI''''--------N ,‘ .\ , ___., .cos_2:r/an,. 2 , A\ 11;:t.74.------______\_,40 , ,, \,, .., \ \ E-I 0 1-17 �, �� 4/ ' 1`°\ ` CV 1 1 \ , 44 ( _________ ----- _-. ---1.„1".,-- 1%44. 1.1 ... <27 �AAV + N`� 1 4 SECTION 24 1N. RGE. 3E.. W.M. �,it j � , • S ' PORTIO F THE S.E. / . TVN 2 GI m £R . ,_-,„- ; ,\ 0 101.. \, PEEP IQ IC c 1.,SC-p401 ,' 4 50 \ \ lJl 11 oa . o N Gib • \` SSMN ik.0 ' 3. . CO ` wPs,\\N61 M1i2�k0O \ , 45, • .00�5>e O �5�p8 �� NpC�� ` S1 \03-9� Sj p` ,14,.. • c,1 p. •k °jc �111 6- - • b U j U vii:? (S'P'tal . 0-4 DEFER \ • /x • a ZE. `% YtE�PNO 9 N. , CZ, •41 `'�; / 1� ARE GP E 4 10d ,� a�yj0 �' W. Yt 1 �91L' �ti N 122Rp3pN W ERN ENS ND ,' f. M o ��GK EXHIBIT t SOU\5 OE \ \'� 14 ARE x, R\CNZ^\p3�90\9, W / \ PERMIT 17370 SSMH 5 PAGE 1 6 360,0_- - - STA 2_+25-3.5' L 360 0-------------------- -- RIM 350.-48 --- - - -- -- INVERT (S) 328.64-15" INVERT (N) 328.54 15" EXISTING GROUND SSMH 7 355.0-- --s< i -- - STA 2 +00-14 00'R 355,0 ---------------------- ------- - RIM 34�.41- - - SSMH 9 SSMH 6- v ��, INVERT SW 329.59-15" STA 3 +00-5.0' L STA 2i7.42-3;5' L �� INVERT (E� 329.49-15" RIM 345.21 RIM 354.24 �� INVERT (S) 331.96-15" jNV�RT W 329.05-15" INVERT N _331.86-1�__..__350,0- i i -- INVERT-- 328.95-f5" �� APPROXIMATE FILL ELEVATION SSMH g - - i \\ --.PROPOSED BY WSDOT IN 344TH STA27+52.9414.00' R RIM340.39 SSMH 1'4 `.. - _ INVERT (S) 329.94-15" 345.0 -� STA 18+40 3 _L_ ... __ RIM 3t�.V42=ff2 - - - \ _ /i-- INVERT E)--329.84-15= -----��- - -- - 345.0 'i IERT (S) 328.10-15" ��-__�`\ _ ,. -INVERT (N) 328.00-15" 340.0 ------ - ._ - 340.0 F 335.0 8 3 • �- 255.93 A 1 8 330.0 285.00 192.42 272.14 152.94 . 60.0075ftIIIIIIIIII $ z 8 5 / 00.0016ft ft 00.00l6ft� -- SDR-35 _ 330.0_ H ~ 00.0016ft/ft f 00.0016ft ft e__ - 15" GPVC- 15" GPVC SDR-35 15" GPVC SDR-35 15" GPVC SDR-35 15" GPVC SDR-35 < /` " 3 S.0_ m v U 320.0 320.0 Q C7 Q N. cn co o '1J .D .-. V' 0. co o• V Q� QN V' o r. oN o p SHEET o (U V D 0� o o (Ai U7 I17 n u i r-- N. v c i N o o (D v In Q d- V' v- in If) in C7 co cn C) C} C} co CD co cn (`7 co co Cl C) C'} CD C] co C} co co C) C7 C) o T 18+03 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 RECEIVED BY ,,.,taM LF:60 ALT QEPH! pl EASEMENT FOR SEWER FACE LITIES S EP U 3 1999 THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and YEN, CHEN & CHANG ASSOCIATES a eneral partnership hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consideration, the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto, through, over and across the following described real property: SEE EXHIBITS "A" and "B" Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee. Easement No. LUD 201.E.09(10/27/97) Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this ) _day of e;/y , 19 C • By By STATE OF WASHINGTON } ss: County of King } I certify that I know or have satisfactory evidence that 5/Y.jj7 � j - & and signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the and of ,/,-'r,; -N�� c��,4�� /� �� ;�Tcs to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: //y- JEFFREY J. BENTON NOTARY PUBLIC Nota ffub lc STATE OF WASHINGTON 77-92 IP,;� _s( COMMISSION EXPIRES.Title / OCTOBER 29, 2002 My appointment expires /0 - Z LUD 201,E.12(10/27/97) EXHIBIT "A" THE EAST 20 FEET OF THE FOLLOWING DESCRIBED PROPERTY: COMMENCING AT A POINT 412 FEET SOUTH OF THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., KING COUNTY, WASHINGTON; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST 264 FEET OF SAID SUBDIVISION AND THE TRUE POINT OF BEGINNING; THENCE SOUTH ALONG THE WEST LINE OF THE EAST 264 FEET OF SAID SUBDIVISION 411.24 FEET; THENCE WEST TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH 411.24 FEET; THENCE EAST TO THE POINT OF BEGINNING; LYING NORTHERLY OF A BOUNDARY LINE AGREEMENT RECORDED UNDER RECORDING NO. 8906131267; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR STREET PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 842320 AND 842337; AND EXCEPT THAT PORTION CONDEMNED BY THE STATE OF WASHINGTON IN KING COUNTY SUPERIOR COURT CAUSE NO. 96-2-09423- KNT. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. ALSO A 30 FOOT TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED UPON COMPLETION OF CONSTRUCTION AND THE APPROVAL OF THE GRANTEE AND DESCRIBED AS FOLLOWS: THE WEST 30 FEET OF THE EAST 314 FEET OF THE SOUTH 411.24 FEET OF THE NORTH 823.24 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. PARCEL NUMBER 242103-9054 TMB" NW CORNER SE1/4 NE1/4 EXHIBIT jJ NE CORNER SE1/4 NE1/4 / SEC. 24-21-3E v/\ SEC. 24-21-3E / o -cc$ 0 �j N r � 30' 980.94' / •• 264.00' 440e' ••� 20' SEWER EASEMENT •••• • • •• •• %% •••4 ••4 ••4 •••• N •.. N tn - ••�•� •••i CV •i i `- b •i z V) •i '$1 •• 30' TEMPORARY CONSTRUCTION •••• .,.; EASEMENT TO BE REMOVED UPON •••� (I) COMPLETION OF CONSTRUCTION & ••�•� THE APPROVAL OF LAKEHAVEN •�• N UTILITY DISTRICT. ••• •t 4. ) , N.981.84' _ •:% 264.00' 0 30' o '`� r-j M CD 01 `r 344th. ST. S.W. N89'14'45"E 1326.93' r� 1 SW CORNER SE1/4 NE1/4 SE CORNER SE1/4 NE1/4 SEC. 24-21-3E .MfAViiiiiiii•:c• MOCWWWW..: SEC. 24-21 -3E J. �Q o1 WAgy • /,4 7f M 0 •- '' .I. UkJrC'J r ,STCLnJ i • rr A • �`• o 8547 ° • • EASEMENT i •A,' "es -,� affecting i PARCEL NO. 242103-9054 INFIRM-• N �•iiiiiii•'ewe,•'' LAKEHAVEN UTILITY DISTRICT ©...._ K �„W • oR, RJF RJF RJF 3/26/99 `H E D,�twGE S �,�,.,W.a,..,,,,{,a, "" P:\32218\SURVEY 1=IOn' �� APAW 3211R .i ooH A. .,s WA 98300(253)691-1365 1-e00-540-9941 EASEMENT FOR SEWER FACILITIES THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of King County, Washington, hereinafter termed "Grantee" and YEN, CHEN & CHANG ASSOCIATES, a general partnership hereinafter termed "Grantor". WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consideration, the receipt of which is hereby acknowledged, hereby conveys to the Grantee; A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto, through, over and across the following described real property: SEE EXHIBITS "A" and "B" Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee. Easement No. LUD 201.E.09(10/27/97) Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area. No excavation shall be made within three feet of said sewer service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense. Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right. Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this I _day of ��// , 19 c/`, By By STATE OF WASHINGTON } ss: County of King } I certify that I know or have satisfactory evidence that J-47ez K y yr_',c1 and signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the and of 1/,cv Liyry f c=r>/pic- sn<_rrvr4_;to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: ` ,.//y / i 97c/ JEFFREY J. BENTON _ NOTARY PUBLIC Nota Public STATE OF WASHINGTON ' �/'9/zY Pc's4, COMMISSION EXPIRES Title � OCTOBER 29, 2002 My appointment expires / )-- 2 9-- LUD 20L.E.I2(10/27/97) EXHIBIT "A" A 20 FOOT STRIP OF LAND HAVING 5 FEET ON THE WEST SIDE AND 15 FEET ON THE EAST SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., KING COUNTY, WASHINGTON; THENCE S89°14'05"W ALONG THE NORTH LINE OF SAID SUBDIVISION 343.11 FEET; THENCE SO1°56'33" E 80.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S01°56'33"E 38.29 FEET; THENCE S27°34'56"E 132.56 FEET; THENCE SOO°24'53"E 175.42 FEET TO THE SOUTH LINE OF THE NORTH 412 FEET OF SAID SUBDIVISION AND THE TERMINUS POINT OF THIS DESCRIPTION. EXCEPT THAT PORTION IF ANY LYING EAST OF THE WEST LINE OF THE EAST 264 FEET OF SAID SUBDIVISION. ALSO A TEMPORARY CONSTRUCTION EASEMENT HAVING 15 FEET ON EACH SIDE OF THE ABOVE DESCRIBED PARCEL; EXCEPT THAT PORTION LYING EAST OF THE WEST 264 FEET OF SAID SUBDIVISION. TOGETHER WITH THE WEST 30 FEET OF THE EAST 314 FEET OF THE SOUTH 200 FEET OF THE NORTH 412 FEET OF SAID SUBDIVISION. SAID TEMPORARY EASEMENT TO BE REMOVED UPON COMPLETION OF CONSTRUCTION, AND THE APPROVAL OF THE GRANTEE. PARCEL NUMBER 242103-9006 • NW COR. SE1/4 NE1/4 EXHIBIT "B" NE COR. SE1/4 NE1/4 SEC. 24-21-3E S89'14'05'4/ SEC. 24-21-3E 7 30' iN'- 343.11' _/ 470.02' 430.60' ii c, :-IO N N O (Nhoo O O o S89'14'05"W S89'1 4'05"W zz,52.39' 76.98' ) 58.13' S01'56'33'E 1 %� II 3 \'• j 205.87' I 38.29' 1 p � `• \ tn ♦♦ ``' 15' TEMPORARY ' 0 CD Q, EASEMENT .\ ♦„�`A \, Z °4 M n O \,00.Q \ ,-. N f O r O 6'♦s SA �S OJ ♦ W O M A .•�� I M z 1( I 4�� j O I 0. 1 O —�I ; � 30'TEMPORARY CONSTRUCTION .o U) 1 4tl EASEMENT TO BE REMOVED UPON I Li. A COMPLETION OF C❑NSTRLUCTION & Lv o I co"4- N THE APPROVAL OF LAKEHAVEN 1f),N Q o f v i v oo UTILITY DESTRICT. (U I a.f 1^ N <n 470.02' j N*%. N -i--��. 20' PERMANENT P•! I' EASEMENT j. ) v . 1030.94' S89'14'05"W 30' 344th. ST. S.W. / SW CORNER SE1/4 NE1/4 SE CORNER SE1 4 NE1 4/ SEC. 24 21 3E gT J. SEC. 24-21-3E/ / pl WA h, Po N :� "f EASEMENT Si s affecting E E PARCEL NO.242103-9006 EXPIRES: 12/1/99 i ,l I LAKEHAVEN UTILITY DISTRICT RJF RJF RJF 6/14/99 4 H E D G E S "'" P:\32218\SURVEY 'r' non'w TP!Al "' .r+.o L tax: _ I =19Q' APA>y 372E �� Ki.c.ia�..�...ts2- .r,1rA 9QS90 (2s4e9i-9365 1-eoo-640-9e47 • �� , ` • LAKEHAVEN UTILITY DISTRICT khaven 31627-1st Avenue South • P.O.Box 4249 • Federal Way,Washington 98063 1'TILITY DISTIO Federal Way:253-941-1516 • Tacoma:253-927-2922 • Fax:253-839-9310 ill Win rovz-kairo tre Orr elitvp.re � TersecaTispkoreo _ August 16, 1999 yuro o 4Wtf l�f Q o� gfU•r tl". C,°r`'"jbtit►. T r"42 ►EN tC Mr. Greg Fewins, Principal Planer -14 tor C s1 3`'Oitf A-P`'o6144 `tt-m-/ "*`r'•• ' CommunityDevelopment Services 1b '*vtJ.t' . s'i"1(t2.wE th*. otocAr arts Sd) 3 �» p AtigNAY4nkt. Rire-,+turwRr 6o Ffert) City of Federal Way —LA.-b tr.—coot-Teti ptiAr pht. ppLachfr5 3 33530 1S`Way South hoot gu W'Z.trent...is-1ra Federal Way, Washington 98003-6221 —c-►"rKS. Te. Da /F utr+ (��-. �'" P SN''" P tMF P twiriq AtvtA �✓L Gtsri / f l'/tav+tt. Ptah Re: Lakehaven Utility District 19t-21s`Avenue Sanitartr"ry Sewer Trunk Line of- City of Federal Way Process III(Project Approval)Application Sensitive Area Permit Dear Mr. Fewins: The Lakehaven Utility District is proposing to install a 15-inch sanitary sewer line through a 100-foot wetland buffer designated as future road right-of-way for 344th Street SW, located on the Washington State Department of Transportation (WSDOT) Federal Way Park and Ride site. The wetland is located approximately 600-feet east of 21st Avenue SW on the north side of the future 344th road right-of-way. Enclosed for your information, is a copy of the original environmental checklist and determination of nonsignificance that was circulated for this project (Exhibit "A"). However, since the original environmental checklist did not discuss the wetland buffer, the enclosed addendum to the existing SEPA document was issued to address the wetland buffer encroachment(Exhibit"B"). Approximately 200-feet of the 15-inch sewer pipe will be constructed within the 100-foot wetland buffer (Exhibit "C"). A portion of the WSDOT Federal Way Park and Ride Lot 344th Street SW construction will also be constructed within the same buffer area (Exhibits "E" & "F"). WSDOT has already obtained a permit from the City of Federal Way for their construction activities. According to the City of Federal Way Code (FWCC) Section 22-1359, utilities are permitted within a 100-foot wetland buffer. The FWCC further states that the City of Federal Way Director of Community Development may approve of public utilities within a wetland buffer area as specified in FWCC Section 22-1359(b) if he or she determines that the utility must traverse the setback because no alternative location exists based on an analysis of technology and system efficiency. Tom Jovanovich Dick Mayer Donald L.P.Miller Ed Stewart Beverly J.Tweddle Commissioner Commissioner Commissioner Commissioner Commissioner Page 2 Greg Fewins August 16, 1999 The proposed 19th-21st Avenue Sanitary Sewer Trunk Line will be located in existing and future road rights-of-way to the maximum extent possible. Eventually, the entire future 344th Street SW improvements will cross through the 100-foot wetland buffer. Since WSDOT will be adding about ±6 feet of fill in a portion of the 344th buffer area through which the sewer line will be built, it is important that the sewer line be constructed before the WSDOT contractor begins filling to avoid additional impacts. (Exhibit "G"). We have enclosed before and after pictures of the WSDOT construction activities within the wetland buffer area. The WSDOT contractor has already cleared a majority of the buffer area within the limits of the WSDOT site in preparation for the roadway fill. The temporary erosion/sedimentation control measures proposed in the Lakehaven project are per City of Federal Way standards and requirements and are similar to the ones implemented on the Weyerhauser sewer project. Wetland buffer impacts will be avoided or minimized through use of the following measures(Exhibits"H", &"I"): • Restricting clearing and grubbing activities with the buffer area to the maximum extent possible. This could be accomplished by clearly identifying/marking the project boundaries. • Use of effective erosion control techniques during construction such as geotextile silt screens(per City of Federal Way standards). Silt fencing, or other appropriate measures, will be installed and maintained within the buffer area between the construction area and wetland. • Restore disturbed areas upon project completion. All surface areas within the wetland buffer that are disturbed during project construction will be restored to equal or better condition upon completion of work within the sensitive area. Included in the WSDOT project are extensive restoration plantings to enhance the wetland buffer (Exhibit "J"). WSDOT and the Lakehaven Utility District will be closely coordinating their respective projects to insure to the maximum extent possible, the minimum impact to the wetland buffer. The Lakehaven Utility District would like the City to consider allowing the WSDOT contractor to install the sewer line through the buffer area under the WSDOT sensitive area permit. If the City would consider this to be a viable option, the District would need to know as soon as possible so that we could begin negotiations with the WSDOT contractor. It is our understanding that if the former option is not acceptable, the Lakehaven Utility District must submit a process III application to the City of Federal Way requesting Page 3 Greg Fewins August 16, 1999 permission to build the sewer line through the buffer area. Apparently, a process III application requires notifying all adjacent property owners within 300 feet of the project. Does the notification process apply only to that portion of the project constructed within the buffer area? How long does the review process take? If the review process could be lengthy, the District is concerned that the WSDOT contractor may want to construct the roadway fill before a permit can be issued to construct the sewer line through the buffer area. Your earliest response would be greatly appreciated. Should you have any questions, please contact me at(253) 584-5894. Sincerely, Kenneth R. Canfield,P.E. Project Engineer KRC:kc Enclosures Cc: Mary Ausburn, Lakehaven Utility District File ^ , Ail, LAKEHAVEN UTILITY DISTRICT $Vert 31627-1st Avenue South • P.O. Box 4249 • Federal Way,Washington 98063 UTILITY DIST° Federal Way:253-941-1516 • Tacoma:253-927-2922 • Fax:253-839-9310 July 26, 1999 City of Federal Way Environmental Protection Agency -Region 10 Bonneville Power Administration Fish &Wildlife Department Puget Sound Energy Department of Ecology Washington State Dept. of Transportation RE: 19th Avenue//21st Avenue Sanitary Sewer Line Attached you will find an addendum to the Environmental Checklist prepared for the above named project. The original Checklist and Determination of Nonsignificance were distributed on February 19, 1999. This addendum has been prepared as a result of new information regarding the proximity of the project with respect to an identified wetland buffer area. The new information does not change the analysis of likely significant impacts in the original SEPA document. If you have any questions, please call me at (253) 946-5440. Sincerely, Mary Ausburn Program & Policy Analyst C: Donald T. Perry, General Manager Ken Canfield, Project Engineer ��ken^? DEV7LOPRECEIVED BY ENT7pARTIVEt J U L 2 8 1999 Tom Jovanovich Dick Mayer Donald L.P.Miller Ed Stewart Beverly J.Tweddle Commissioner Commissioner Commissioner Commissioner Commissioner L ' ADDENDUM TO EXISTING SEPA DOCUMENT Type of Document: Environmental Checklist Title of Original Document: 19th/21st Avenue Sanitary Sewer Trunk Line Original Threshold Determination/Date: A determination of nonsignificance(DNS) was issued on February18, 1999. No comments or appeals were received. Description of proposal: Construction of approximately 3,850 feet of 15-inch gravity sanitary sewer line and appurtenances; removing approximately 300 feet of 10-inch gravity sanitary sewer line and replacing it with approximately 300 feet of 12-inch sanitary sewer line and appurtenances; and abandon and remove an existing pump station located near the northwest corner of 349"Place SW and 21st Avenue SW. Proponent: LAKEHAVEN UTILITY DISTRICT Purpose of Addendum: Addition of minor new information that was not included in the original SEPA document. The new information indicates that a portion of the project will be located within a 100' wetland buffer area. The project will now require approval from the City of Federal Way for locating utilities within a sensitive area. New Project Information: A regulated wetland has been identified on property owned by the State of Washington upon which a Park& Ride Lot will be constructed. The property is located adjacent the proposed sewer line. An Environmental Assessment prepared by the Washington State Department of Transportation(WSDOT) identified two wetlands in the vicinity of the proposed Federal Way Park&Ride Lot. Wetland#1 is located approximately 600 feet east of 21st Avenue and bounded on the south by the future location of 344th Street SW. Wetland#2 is located approximately 700 feet east of 21st Avenue and is bounded on the north by the Fred Meyer site. The preferred location for the placement of sewer lines is within public right-of-way. With the exceptions of the sewer line route between 344th Street SW and the proposed Keller Subdivision, and across the southwest corner of the Keller Subdivision, a majority of the proposed sewer line will be installed within existing and future street right-of-way and easements. Sewer line excavation/backfill will occur within the 100' buffer area for Wetland#1. Approximately 300 cubic yards of material within the buffer area will be excavated and backfilled. Wetland impacts will be avoided or minimized through use of the following measures: • Restricting clearing and grubbing activities within the buffer area to the maximum extent possible. This could be accomplished by clearly identifying/marking the project boundaries. ,• .?' • Use of effective erosion control techniques during construction such as geotextile silt screens (per City of Federal Way standards). Silt fencing, or other appropriate measures,will be installed and maintained within the buffer area between the construction area and the wetland. • Restore disturbed areas upon project completion. All surface area within the wetland buffer that is disturbed during project construction will be restored to equal or better condition upon completion of work within the sensitive area. WSDOT will be constructing the Federal Way Park &Ride Lot during the same time period that the sewer line will be installed. According to the WSDOT project design plans, the existing ground level within the 344th Street SW right-of-way will be raised approximately six (6) feet through a portion of the wetland buffer. The proposed fill will be placed on top of the proposed sewer line within this area. The Plans also indicated that a 1200 mm culvert will be installed to allow continued flow of existing surface drainage into the adjacent wetland. WSDOT is proposing extensive erosion control measures to avoid and/or mitigate impacts to the wetland resulting from the construction of the Park &Ride lot. Lakehaven Utility District and the WSDOT will be closely coordinating these projects in order to minimize impacts to the wetland and buffer area. In the event the WSDOT project is delayed or cancelled, the measures identified by the District to avoid and/or minimize impacts to the wetland and buffer will provide adequate mitigation. As a result, this new information does not change the analysis of likely significant impacts in the original SEPA document. Responsible Official: Donald T. Perry Position/Title: General Manager Contact Person: Mary Ausburn, Program &Policy Analyst Address: P.O. Box 4249 Federal Way, WA 98063 Phone: (253) 946-5440 FAX: (253) 946-9552 Date: 7/26/99 Signature: (a +w.w. -,. .,.00:..w.a�.....+.ofi. .....«+m+.,o..e- .......or+s..nr • a..-V h V l dol1 Vl r`"" sr lil- L]U -rv-r.- "4*+�»r�cveyyt,r. .. ��-.rc-4es si.;r-_tlJ.:�.SZ.L.C�:..' .1/.ah.tiJSL�.�.�Lr.�.. •_.a-N ......_ ....� _ .. Wetland Analysis • • Environmental Planning ■ • Regulatory Coordination • January 28, 1997 Mr.Larry Draper P.O.Box 1736 Lake Oswego,OR 97035 RE: Courtyard Federal Way-Off Site Wetland Verification Dear Larry: This letter summarizes your request to further investigate the potential of wetlands located within the vicinity of the proposed Courtyard Senior Housing Project,located south of SW 335th and East of 21st Avenue SW next to the Fred Meyer in Federal Way,Washington. Sheldon & Associates,Inc. conducted a wetland reconnaissance of the proposed site on November 12, 1996,to determine if wetlands were present. The site reconnaissance revealed that no wetlands were present on this site(refer to the Sheldon&Associates,Inc.,letter dated November 25, 1996). During your pre-application meeting with the City of Federal Way, it was determined a wetland was located on the future site of the Washington Department of Transportation(WSDOT)Federal Way Park and Ride Lot No.2,located south of your site. According to Laurie Michaelson,planner for the City of Federal Way, an environmental study was conducted in 1993 by WSDOT which included a wetland delineation and report for this area. Sheldon&Associates,Inc.contacted WSDOT to obtain a copy of the wetland report titled SR 5 Federal Way Park and Ride Lot No.2 OL-0826 Biology/Wetland Report dated July 1993 (see attached). One emergent wetland,Wetland 1,was delineated south of your proposed project(see Appendix 2 of the WSDOT report). The wetland is described as 0.2 acres,isolated,and disturbed by grazing. According to the wetland map,Wetland 1 and its buffer setback of 100 feet(per Federal Way City code) is located approximately 175 feet from the southern boundary of your proposed project(based on the map attached to the WSDOT report),therefore,the proposed Courtyard Senior Housing Project will not impact Wetland 1 or its buffer. The WSDOT also identified a potential wetland(Wetland 2)as being on your site. This wetland was not delineated. As noted in our letter(Sheldon&Associates,Inc.November 25, 1996)this is the area located at the northern property boundary,just south of the berm and culvert. This culvert which may drain the Fred Meyer parking lot,is improperly placed and appears to be backfilling during storm events. The area contains hardhack (Spiraea douglasii ssp.douglasii)and thimbleberry(Rubus parviflorus),wetland plants. However,the soils are fill material and there were no wetland hydrologic indicators. We determined that this area did not meet the criteria for a wetland. In addition to reviewing the report,I visited Wetland 1 on January 22, 1997. I was able to locate the approximate location of the wetland,however,all of the stakes/flagging have been removed from the grazing in the area. The wetland is very disturbed from ongoing grazing;vegetation is chewed to the ground,and the • is trampled from the horses. Water was present in the wetland area and in u due to the y winter season. PAG E . F_. .. _,.. 206.522.1214/ Fax 522.3507 5031 University Way N.E. Seattle,WA 98105-4341 • Mr.Larry Draper -2- January 28, 1997 In summary,there is no wetland present on the site of your proposed project,nor is there offsite wetland or wetland buffer that extends onto your site or that your project would impact. When you submit this letter to the City of Federal Way,make sure to include the copy of the WSDOT report I have enclosed. If you have any questions regarding this letter please call me. Sincerely, (*It-P-O'kt Pesha Klein Wetland Ecologist Enclosure - I i I I I 1 PAGE ZGF Ha :. ( . , -.. ,y 8132 30th Ave. S.W. • S - _ Seattle, WA 98126 `��ll/%/ Pesha O. Klein i�� c2061 938-0797 E-Mail: PeshaOna@AOL.com ar , April 6, 1998 , . • Mr. Larry Draper P.O. Box 1736 - • • Lake Oswego, OR. 97035 RE: Courtyard Federal Way-.Reconnaissance of Evergreen Bible Chapel Site Dear Larry: Pursuant to your request,I met you on the above referenced site to conduct a field reconnaissance.to. :7. determine the presence or absence.of wetlands •on.the •church site. :The •site visit was in respon• se to a •' '� '_ - comment from the Development Review Committee on the preliminary SEPA and Site Plan review - :- Apparently Deb Barker, planner at the City of Federal Way visited the church site and saw standing water `. x near the parking lot on the northeast portion of the Church site. - I walked the entire church property on March 30, 1998 and although we have had several good days of - rain, I did not see any areas onsite that were saturated or inundated with water. The majority of the site is • - I� . mowed lawn. There are several low topographic areas along the northeastern portion of the site.These . areas are vegetated by red alder(Alnus rubra) in the canopy. Red alder is a tree species that occurs in - . _ wetland and upland habitats. The under story was dominated by upland species including Indian plum (Oemleria cerasiformis), trailing blackberry (Rub us ursinus), and sword fern(Polystichum munitum): The soils were gravelly sandy loams and were light in color. Soils were dry to a depth of 14 inches. To meet the criteria for a wetland, a site must contain hydrophytic vegetation, hydric soils, and wetland hydrology. This area did not meet any of the wetland criteria. After walking the church site,there are no wetlands present on or within 100 feet of the church property. This concludes my findings, if you have any further questions please call me. .- Sincerely, _ eal.o. 07- .e_,e,,, . - . Pesha O. Klein . . Wetland Ecologist . 6 _ . _ ,. . . ... . EXHIBIT - PAGE 3 .OPi sILL LAKEHAVEN UTILITY DISTRICT kef avgri 31627-1st Avenue South • P.O.Box 4249 • Federal Way,Washington 98063 �Tlary DIS Federal Way:253-941-1516 • Tacoma:253-927-2922 • F EIVEG 9�310 Y COMMUNITY DEVELOPMENT DEP.,PTMENT SEP 0 3 1999 August 16, 1999 Mr. Greg Fewins, Principal Planer Community Development Services City of Federal Way 33530 1st Way South Federal Way, Washington 98003-6221 Re: Lakehaven Utility District 19t-21st Avenue Sanitary Sewer Trunk Line City of Federal Way Process III(Project Approval)Application Sensitive Area Permit Dear Mr. Fewins: The Lakehaven Utility District is proposing to install a 15-inch sanitary sewer line through a 100-foot wetland buffer designated as future road right-of-way for 344th Street SW, located on the Washington State Department of Transportation (WSDOT) Federal Way Park and Ride site. The wetland is located approximately 600-feet east of 21d Avenue SW on the north side of the future 344th road right-of-way. Enclosed for your information, is a copy of the original environmental checklist and determination of nonsignificance that was circulated for this project (Exhibit "A"). However, since the original environmental checklist did not discuss the wetland buffer, the enclosed addendum to the existing SEPA document was issued to address the wetland buffer encroachment(Exhibit"B"). Approximately 200-feet of the 15-inch sewer pipe will be constructed within the 100-foot wetland buffer (Exhibit "C"). A portion of the WSDOT Federal Way Park and Ride Lot 344t Street SW construction will also be constructed within the same buffer area (Exhibits "E" & "F"). WSDOT has already obtained a permit from the City of Federal Way for their construction activities. According to the City of Federal Way Code (FWCC) Section 22-1359, utilities are permitted within a 100-foot wetland buffer. The FWCC further states that the City of Federal Way Director of Community Development may approve of public utilities within a wetland buffer area as specified in FWCC Section 22-1359(b) if he or she determines that the utility must traverse the setback because no alternative location exists based on an analysis of technology and system efficiency. Tom Jovanovich Dick Mayer Donald L.P.Miller Ed Stewart Beverly J.Tweddle Commissioner Commissioner Commissioner Commissioner Commissioner Page 2 Greg Fewins August 16, 1999 The proposed 19a'-21d Avenue Sanitary Sewer Trunk Line will be located in existing and future road rights-of-way to the maximum extent possible. Eventually, the entire future 344th Street SW improvements will cross through the 100-foot wetland buffer. Since WSDOT will be adding about ±6 feet of fill in a portion of the 344th buffer area through which the sewer line will be built, it is important that the sewer line be constructed before the WSDOT contractor begins filling to avoid additional impacts. (Exhibit "G"). We have enclosed before and after pictures of the WSDOT construction activities within the wetland buffer area. The WSDOT contractor has already cleared a majority of the buffer area within the limits of the WSDOT site in preparation for the roadway fill. The temporary erosion/sedimentation control measures proposed in the Lakehaven project are per City of Federal Way standards and requirements and are similar to the ones implemented on the Weyerhauser sewer project. Wetland buffer impacts will be avoided or minimized through use of the following measures(Exhibits"H", &"I"): • Restricting clearing and grubbing activities with the buffer area to the maximum extent possible. This could be accomplished by clearly identifying/marking the project boundaries. • Use of effective erosion control techniques during construction such as geotextile silt screens(per City of Federal Way standards). Silt fencing, or other appropriate measures, will be installed and maintained within the buffer area between the construction area and wetland. • Restore disturbed areas upon project completion. All surface areas within the wetland buffer that are disturbed during project construction will be restored to equal or better condition upon completion of work within the sensitive area. Included in the WSDOT project are extensive restoration plantings to enhance the wetland buffer (Exhibit ".1"). WSDOT and the Lakehaven Utility District will be closely coordinating their respective projects to insure to the maximum extent possible, the minimum impact to the wetland buffer. The Lakehaven Utility District would like the City to consider allowing the WSDOT contractor to install the sewer line through the buffer area under the WSDOT sensitive area permit. If the City would consider this to be a viable option, the District would need to know as soon as possible so that we could begin negotiations with the WSDOT contractor. It is our understanding that if the former option is not acceptable, the Lakehaven Utility District must submit a process III application to the City of Federal Way requesting 1 Page 3 Greg Fewins August 16, 1999 Permission to build the sewer line through the buffer area. Apparently, a process III application requires notifying all adjacent property owners within 300 feet of the project. Does the notification process apply only to that portion of the project constructed within the buffer area? How long does the review process take? If the review process could be lengthy, the District is concerned that the WSDOT contractor may want to construct the roadway fill before a permit can be issued to construct the sewer line through the buffer area. Your earliest response would be greatly appreciated. Should you have any questions, please contact me at(253) 584-5894. Sincerely, Cg Kenneth R. Canfield, P.E. Project Engineer KRC:kc Enclosures Cc: Mary Ausburn, Lakehaven Utility District File EXHIBIT"A" DETERMINATION OF NONSIGNIFICANCE Description of proposal: This project consists of the construction of approximately 3,850 feet of 15-inch gravity sanitary sewer line and appurtenances, removing approximately 300 feet of 10-inch gravity sanitary sewer line and replacing it with approximately 300 feet of 12-inch sanitary sewer line and appurtenances, and abandon and remove an existing pump station. Proponent: Lakehaven Utility District Location of proposal, including street address, if any: The sanitary sewer line will be installed within easements and in improved and unimproved street rights-of-way between the intersections of 340th Street and 19th Avenue SW and 349th Place and 21st Avenue SW within the City of Federal Way. Lead agency: Lakehaven Utility District The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date of this DNS. Comments must be submitted by 5:00 pm on Tuesday, March 9,1999. Unless modified by the District, this determination will become final following the above comment deadline. Any person aggrieved of the District's final determination may file an appeal with the District within 15 days of the comment deadline. Responsible official: Donald T. Perry Position,/title: General Manager Phone: (253) 941-1516 Address: P.O. Box 4249 Federal Way, WA 98063 Date L// 8/9 9 Signature ift-Je/ ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. A. BACKGROUND 1. Name of proposed project,if applicable: 19th/21st Avenue Sanitary Sewer Trunk Line 2. Name of applicant: Lakehaven Utility District 3. Address and phone number of applicant and contact person: Lakehaven Utility District Mary Ausburn P.O. Box 4249 (253) 946-5440 Federal Way,WA 98063 4. Date checklist prepared: February, 1999 5. Agency requesting checklist: Washington State Department of Ecology City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): Advertise for Construction: February, 1999 Start Construction: April, 1999 Complete Construction: November, 1999 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 1 No. However, sewer extensions within the tributary service area may occur in the future, through developer extensions or the ULID process, to service unsewered properties. 8. List any environmental information you know about that has been prepared, or will be prepared,directly related to this proposal. Environmental information has been prepared for surrounding development proposals which include: Courtyard Village (Southwest corner of 340th Street and 19th Avenue SW); and the Washington State Department of Transportation(WSDOT) Federal Way Park and Ride Lot on 21st Avenue SW between 342nd and 344th Streets SW. This information is available upon request from the District. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Yes. The following three proposals are pending: Courtyard Village, located near the southwest corner of 340th Street and 19th Avenue SW; WSDOT Federal Way Park and Ride Lot, located between 342nd and 344th Streets adjacent to and on the east side of 21st Avenue SW; and the Keller Subdivision, located between 346th and 347th Streets, adjacent to and on the east side of 21st Avenue SW. See exhibit B 10. List any government approvals or permits that will be needed for your proposal, if known. Department of Ecology: Review of sanitary sewer extension construction plans City of Federal Way: Right-of-Way Permit & Demolition Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. This project consists of the construction of approximately 3850 feet of 15-inch gravity sanitary sewer line and appurtenances; removing approximately 300 feet of 10-inch gravity sanitary sewer line and replacing it with approximately 300 feet of 12-inch sanitary sewer line and appurtenances; and abandon and remove an existing Pump Station located near the northwest corner of 349th Place SW and 21st Avenue SW. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project,including a street address,if any,and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan,vicinity map,and topographic map, if reasonably available.While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 2 The entire project lies within the NE 1/4 and SE 1/4 of Section 24,Township 21, Range 4 East of the Willamette Meridian. More particularly, the sanitary sewer pipeline and appurtenances will be constructed in easements and in improved and unimproved street rights-of-way between the intersections of 340th Street and 19th Avenue SW and 349th Place and 21st Avenue SW within the City of Federal Way. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous,other. The area is comprised of a flat to rolling terrain. b. What is the steepest slope on the site (approximate percent slope)? 10% + c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soils found within the project area are primarily of the Alderwood association (AgC, gravelly sandy loam 6 to 15 percent slopes). The Alderwood series is made up of well drained soils that have a weakly consolidated to strongly consolidated substratum at a depth of 24 to 40 inches. These soils are found on uplands and are used for urban development. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,describe. No indication of unstable soils has been observed. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The entire pipeline route will consist of cut and fill construction. As estimated 5,500 cubic yards of soil will be removed. The majority of the excavated material will be used as trench backfill. Any fill material required will be im-Dorted from local gravel pits. Excess material will be disposed of at permitted sites to be icentified by the contractor. f. Could erosion occur as a result of clearing,construction,or use? If so, generally describe. Clearing and construction-related activities could result in erosion of exposed/excavated soils. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? This project will not change the amount of impervious surfaces that currently exist within 3 the pipeline route. Approximately 90% of the project will be located within existing or future street rights-of-way and 15% will be under existing improved streets. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. Temporary erosion control measures, pursuant to applicable City of Federal Way and Lakehaven Utility District standards, will be employed. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. In the short term, construction of the pipeline and removal of the pump station will cause a minor, temporary increase in emissions to the air from construction vehicles and equipment and possibly dust. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any. During project construction, standard methods for controlling dust, such as frequent watering of the construction area, will reduce impacts to the air. 3. WATER a. Surface. 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds,wetlands)? If yes, describe type and provide names. If appropriate,state what stream or river it flows into. According to the King County Sensitive Areas Map Folio, there are no surface water features on or within the project vicinity. On-site observations do not indicate the presence of wetlands. 4 Wetlands have been identified adjacent to this area during environmental evaluation of planned development. 2) Will the project require any work over,in, or adjacent to (within 200 feet) the described waters? If yes,please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. The project itself will not discharge any waste material to any surface waters, however, wastewater generated within the tributary area that is currently treated at the City of Tacoma Central Wastewater Treatment Plant will be diverted to the District's Lakota Wastewater Treatment Plant , both of which discharge the treated wastewater to Puget Sound (in accordance with NPDFS permit requirements). b. Ground. 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description,purpose, and approximate quantities if known. The project will not require ground water removal except for temporary drawdown, if needed, for pipeline installation. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None 5 c. Water runoff(including storm water). 1) Describe the source of runoff(including storm water) and method of collection and disposal,if any (include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. Existing surface water runoff flow and/or direction will not be altered by this project. 2) Could waste materials enter ground or surface waters? If so,generally describe. Wastewater could enter ground or surface water if a break in the line occurs. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. Appropriate measures will be implemented during construction, pursuant to applicable City of Federal Way and Lakehaven Utility District standards, to reduce and control runoff water impacts. Land disrupted by construction of the pipeline will be restored to pre-construction condition. 4. PLANTS a. Check or circle types of vegetation found on the site. _deciduous tree: alder,maple,aspen, other _evergreen tree: fir,cedar,pine, other _shrubs grass _pasture _crop or grain _wet soil plants: cattail,buttercup,bulrush,skunk cabbage, other _water plant:water lily,eelgrass,milfoil,other _other types of vegetation b. What kind and amount of vegetation will be removed or altered? Vegetation within, and immediately adjacent to the proposed pipeline route will be temporarily impacted during construction. Trees within the pipeline route will need to be removed. c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. 6 Disturbed landscaped areas will be restored upon project completion to pre-construction condition. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site. birds: hawk,heron,eagle,songbirds, other: mammals: deer,bear,elk, beaver,other: fish: bass,salmon,trout,herring, shellfish,other: It is assumed some small mammals exist within the proposed annexation area in addition to livestock. b. List any threatened or endangered species known to be on or near the site. None are known to be on or near the site. c. Is the site part of a migration route? If so,explain. The area is located within the Pacific Flyway. d. Proposed measures to preserve or enhance wildlife, if any. None are necessary at this time. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Not applicable b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any. The new gravity pipeline will allow the District to abandon and remove an existing sanitary sewage pump station that is powered by electrical energy. No energy will be required by the new gravity pipeline. 7 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so,describe. Not to our knowledge 1) Describe special emergency services that might be required. None to our knowledge 2) Proposed measures to reduce or control environmental health hazards, if any. None at this time b. Noise. 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction operation, other)? Indicate what hours noise would come from the site. Short term construction related noise will be created by the project but will be limited to normal working hours. Upon project completion of construction, noise levels will return to pre-construction levels. 3) Proposed measures to reduce or control noise impacts, if any. Construction activities related to this proposal will meet all applicable codes and ordinances relating to noise. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The pipeline route and adjacent area between 340th Street and 19th Avenue SW and 345th and 21st Avenue SW is vacant and undeveloped land. The southern portion of the pipeline route along 21st Avenue SW between 345th Street and 346th Place is developed with single family homes. Along the northern portion of the pipeline route, Courtyard Village (senior assisted care center), the Federal Way Park and Ride Lot, and the Keller Subdivision (single family residential) are currently proposed projects. 8 The pipeline will be located within easements and existing improved and unimproved street rights-of-way. b. Has the site been used for agriculture? If so, describe. Some of the properties along the northern half of the project area between 344th and 346th Streets SW have been used and are still being used for grazing of livestock. There is one small hobby farm on one of the parcels. c. Describe any structures on the site. There are existing single family homes on two of the parcels that the pipeline will be crossing. The housing units are located immediately adjacent to 21st Avenue SW. The pipeline is proposed to be located about 500-600 feet east of the housing units on the back portion of the properties which is currently used for grazing and small hobby farms. d. Will any structures be demolished? If so,what? No e. What is the current zoning classification of the site? The zoning for the undeveloped property is RS 7.2 (Single Family Residential). f. What is the current comprehensive plan designation of the site? High Density Single Family Residential g. If applicable,what is the current shoreline master program designation of the site? Not Applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not to our knowledge. i. Approximately how many people would reside or work in the completed project? None j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any. 9 None are necessary 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The location and capacity of proposed sanitary sewer pipelines is based on the adopted land use plans of the relevant jurisdictions. In addition, the area is located within the King County designated Urban Growth Boundary where urban services are expected. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle,or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any. Not applicable 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The pipeline and appurtenances will be located below ground. The existing pump station and electrical panel located above ground will be removed. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any. None proposed 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? 10 None b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts,if any. None proposed 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? There is a park just north of Saghalie Junior High School which is located adjacent the north terminus of this project. The King County Aquatic Center and Panther Lake sports fields are located nearby, off of SW Campus Drive (348th). The Federal Way Regional Library is about 1 1/2 miles to the east. b. Would the proposed displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant,if any. None proposed 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, nation, state, or local preservation registers known to be on or next to the site? If so,generally describe. Not to our knowledge b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known to be on or next to the site. 11 • c. Proposed measures to reduce or control impacts,if any. Not applicable at this time. Should construction activities associated with this proposal result in the discovery of any such landmark,etc., the proper authorities will be contacted. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans,if any. The pipeline will be constructed in existing and future street rights-of-way. Portions of the pipeline will be located within easements dedicated to Lakehaven Utility District. Existing public streets that construction vehicles will be using for access to the site include 19th and 21st Avenues SW . b. Is the site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No. Transit stops are located along 21st Avenue SW and South 336th Street. c. How many parking spaces would the completed project have? How many would the project eliminate? Not applicable d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe (indicate whether public or private). No. However, all existing streets disturbed during project construction will be returned to pre-construction condition upon project completion. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known,indicate when peak volumes would occur. Pipeline maintenance will occur on an"as needed" basis, typically once or twice a year. g. -Proposed measures to reduce or control transportation impacts,if any. In the short term, pipeline construction may cause periods of "normal traffic flow" disruption, however, in the long term, the sanitary sewer pipeline will not create transportation impacts. 12 The contractor will be responsible for providing the City of Federal Way and Lakehaven Utility District with detour and traffic control plans prior to construction. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection,police protection,health care, schools,other)? If so,generally describe. The pipeline will require periodic maintenance by District personnel. In addition, the availability of sewer service may allow currently undeveloped or underdeveloped property to develop consistent with existing zoning. It should be noted however, that the availability of sanitary sewers does not dictate what types and densities of land uses that are allowed. These types of land use decisions are a function of the local land use jurisdiction. b. Proposed measures to reduce or control direct impacts on public services,if any. Provision of service will be consistent with all applicable land use plans. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service,telephone,sanitary sewer,septic system, other. Extent of availability is unknown. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. No utilities are proposed for this pipeline. Lakehaven Utility District is the utility designated to provide wastewater collection and treatment services to the project area. During pipeline construction, some existing utilities may require relocation to avoid conflicts. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. SIGNATURE: doleih DATE SUBMITTED: 2 13 113 1 c I D I E I F I G I H I ' 1 J 1 K I L 1 m N I ° ' pi LAKEHAVEN UTILITY DISTRICTL ' 0 DISTRICT BOUNDARIES MAP MIDWAY SEWER CITY OF KENT (S) 1 d~ DISTRICT 1 — LEGEND _ / IIICIILINE W TER DISTRICT BOUNDARIES ( (\ X 8 2 IAKOIAVEN DISTRICT BOUNDARY VV - , _-L '] 2 --•--•— CRY OF ROERK WAY S •$27b•S<' — OTHER CTTICS O 1 13. 272ND 3TI WATER SERVICE AREA 1 , STAR 9 i3 .-�-• SEWER SERVICE AREA ri � / UUU 3 _ REDONDO T . "l Y _ WWTP1 <i Y : '{ — 4 �S/ rJ ,� -- --- 1 i 4 ui'ui T.22 N.` . 01 5 I Eokt .0)6 _ - . . L. 266111 ST co v T.21 N. t , s 2e6TH -. — _ 5 ce¢ .._ 1 __ r 15 LAKOTA s ""�' Y _ WWTP LAKEHAVEN �n a _ UTILITY DISTRICT <,r• . v. 6 6 OFFICES =_ Y r� 7 /- Y F11. I o bfy .__. D r s wen+n ' a ;� p 7 I r 1 (6 r � 4� 1 , sW 3,2Th sr Y �7 i �� 1,4,. I ' CITY OF ; .h Milk s 311M ST \a `_Imam....�LAKE �4S �..J„ TACOMA i " . o` 8 d ` 00 ` s 316TH ST ✓'" `J ,S 3207H ST } _ sW 32(RN si . - - .MrE e NorriTo ...414. i V J7 \ DIEM S. 's22TST ' RIM_ ,� sr 1. ( ' i 1 7. 4 s.330TH ST r. ' G` t . 10 \ ,I k i T� \ . t 10, ) , _ TT ' P s7 wHs 2 � sr .11 PIERCECOUNTY sw"0TNsTj I.) ice o rb 12 p (W) CrkA r i s �- 12 < 4r; -«._.J S. 332ND 3TI w 3 _ 336TH sr �1 /. 13 -- I 13 1 S 336m st 14 "o� ``›i _ 14 — r N N' -� `-i I S. 308TH STI 1 15 < t, y / 1 15 z :.,« CITY OF � . tR � 3 TA( MA • 13 a CITY OF MILTON �, 0 va T/2 3/4 1 2 Jr) k (S) _ I. o f SCALE IN MILES •= .----- -- O 7 ~ d PIERCE COUNTY d ��d . I T r I I • I (S) >< `' o 1000 6000 10.000 < 0 6- SCALE IN FEAT 4- _ 216 e, Tr r7 B I C 1 D I E I F 1 G 1 H 1- ( 1 IK 1 I M I N I= 0 I P ' 1 �—.EXISTING PUMP STA110N T E REMOVED EXISTING 10-INCH SANITARY SEWER LINE TO BE REPLACED EXISTING 12-INCH DRY SANITARY SEWER LINE immm '8 � ' - I 'a1.), . . ' • Y 21 ST AVENUE SW .S s ...,,h_€::10411t`!. , _;:. ' . ��;.' * ....�; •v•• ti,k lam„ ._.;+ fv p`e j • A a 3412.4.1.0C3 R TIIT .7, ! '•G`" �z ". _ ' •.. _::C- ■ . - . ?c,_•..W_;rs, nr, r 1�Gir �e. al•• � p 4 1.; I I .TA 0' µ!• H I TO it 1•110,Al ISIVITAL. in '♦rVS��i��i�♦i C !� � . I di • D ' •L . AY `Am' Sc 'ID LO dtil 0 Iki iN�. d w $I 1111*, ql D Pm 0 47: 4iritl ° (/) -((‘_. -P. 13 4103 m �4 . . ,111,-. 44401 , •. • m ., --,0 O r— • —{ *iw;4 : tuvw. wT.em... iaar��vr•se'et... is�a�� #Oi l f1 .��\►��1 ■il�� - - r444.‘4&, -4110 : ' -: • It.:::_+:: ' . ' '' 'II '' > i. YE C N C •N AS •C. .1, c--- .: 4 C•dRT •RI IL •GE _, ill ♦♦ ♦�♦ I o I D �I i _ 19th AVENUE S a �,,,� M. �. r(7 ,a • Q!. r . 4 0Ivp ` ii't.I P.I .i• 4 z , P/- to 1. • xi o lg. . m R9B' Cr414.BP 164.9 1i{.9d• 4 3C 'I \ II— ` / PROPOSED 15-INCH SANITARY SEWER LINE mimmommomml PROPOSED 15-INCH SANITARY SEWER LINE ■oimis ■ immon EXISTING DRY SEWER LINE ■■■■■■■■■■ EXISTING 10-INCH SANITARY SEWER LINE TO BE REPLACED EXHIBIT"B" ADDENDUM TO EXISTING SEPA DOCUMENT Type of Document: Environmental Checklist Title of Original Document: 19th/21st Avenue Sanitary Sewer Trunk Line Original Threshold Determination/Date: A determination of nonsignificance (DNS) was issued on February18, 1999. No comments or appeals were received. Description of proposal: Construction of approximately 3,850 feet of 15-inch gravity sanitary sewer line and appurtenances; removing approximately 300 feet of 10-inch gravity sanitary sewer line and replacing it with approximately 300 feet of 12-inch sanitary sewer line and appurtenances; and abandon and remove an existing pump station located near the northwest corner of 349th Place SW and 21st Avenue SW. Proponent: LAKEHAVEN UTILITY DISTRICT Purpose of Addendum: Addition of minor new information that was not included in the original SEPA document. The new information indicates that a portion of the project will be located within a 100' wetland buffer area. The project will now require approval from the City of Federal Way for locating utilities within a sensitive area. New Project Information: A regulated wetland has been identified on property owned by the State of Washington upon which a Park & Ride Lot will be constructed. The property is located adjacent the proposed sewer line. An Environmental Assessment prepared by the Washington State Department of Transportation (WSDOT) identified two wetlands in the vicinity of the proposed Federal Way Park & Ride Lot. Wetland #1 is located approximately 600 feet east of 21st Avenue and bounded on the south by the future location of 344th Street SW. Wetland #2 is located approximately 700 feet east of 21st Avenue and is bounded on the north by the Fred Meyer site. The preferred location for the placement of sewer lines is within public right-of-way. With the exceptions of the sewer line route between 344th Street SW and the proposed Keller Subdivision, and across the southwest corner of the Keller Subdivision, a majority of the proposed sewer line will be installed within existing and future street right-of-way and easements. Sewer line excavation/backfill will occur within the 100' buffer area for Wetland #1. Approximately 300 cubic yards of material within the buffer area will be excavated and backfilled. Wetland impacts will be avoided or minimized through use of the following measures: • Restricting clearing and grubbing activities within the buffer area to the maximum extent possible. This could be accomplished by clearly identifying/marking the project boundaries. • Use of effective erosion control techniques during construction such as geotextile silt screens (per City of Federal Way standards). Silt fencing, or other appropriate measures,will be installed and maintained within the buffer area between the construction area and the wetland. • Restore disturbed areas upon project completion. All surface area within the wetland buffer that is disturbed during project construction will be restored to equal or better condition upon completion of work within the sensitive area. WSDOT will be constructing the Federal Way Park&Ride Lot during the same time period that the sewer line will be installed. According to the WSDOT project design plans, the existing ground level within the 344th Street SW right-of-way will be raised approximately six (6) feet through a portion of the wetland buffer. The proposed fill will be placed on top of the proposed sewer line within this area. The Plans also indicated that a 1200 mm culvert will be installed to allow continued flow of existing surface drainage into the adjacent wetland. WSDOT is proposing extensive erosion control measures to avoid and/or mitigate impacts to the wetland resulting from the construction of the Park &Ride lot. Lakehaven Utility District and the WSDOT will be closely coordinating these projects in order to minimize impacts to the wetland and buffer area. In the event the WSDOT project is delayed or cancelled, the measures identified by the District to avoid and/or minimize impacts to the wetland and buffer will provide adequate mitigation. As a result, this new information does not change the analysis of likely significant impacts in the original SEPA document. Responsible Official: Donald T. Perry Position/Title: General Manager Contact Person: Mary Ausburn, Program& Policy Analyst Address: P.O. Box 4249 Federal Way, WA 98063 Phone: (253) 946-5440 FAX: (253) 946-9552 Date: 7/26/99 Signature: cp - - �`. Ic ^il�I1VZitld3eld AlIS • — uoi�B4aodsuukl L� 103 3QIa �9 �2ldd AVM lt/2I3a3� dA =Elf.!; ' -rvd . — WAS w. St1S e3��S uo}6uiyse/� �� r v ri — 9 a3�,�ai ; 831N30 30UH3S I I i<v,v, j 8 03 p I. t�NUi33N1�N3 ONV 1Y1N3WNOiilAN3 f 4J- v FI i)q+ rf '9 ajNj� -- .I n.a rJ,e ^31 t I-T 1 �" y, \ z oi M/d L IfUbd rIIH1U! 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R. 3E. W. M . EXHIBIT "E yic tom' i . . s is rD1� 2 O 8 MATCH LINE, SEE SHEET D4 . (l It' wi 5, s i cv r O F \ 2+100 • Q 1 r I 2+200 ft\i 7 ---_-- ---- --- -- SW 344TH ST s 24/{ 19 La a 3 5 -F ZW ST a �_ I I-to e 2+211.00 �.. w .*_ <w Prx. N END CONSTRUCTION t . % \ t < 9 1200 mm CONCRETE CULVERT. FLARED END SECTION, �,� DESIGN B STD PLAN B-- 14. LEGEND 1 f K1-,11111 JEW DESrRIPTIUW �/\-.• "+ sr— sr-- STORM SEWER \ � ✓r ❑ CATCH BASIN — I ' - _' CULVERT //� �` —� DITCHLINL //7F SCALE ' %ll (I) STRUCTURE NO -`��. ��—� �—j ��'r� �_t v.--- �`. 0 10 20 30 40 50 A,)10�,1L �,c.,t ,, SCALE IN METERS ;'^ ..� STATE FED. AID PROD. NO. arm F.:'}}Z};' 4I�i "'BY ENVIRONMENTAL AM) ENGINEERING 8Y J' EBERHARDT 3/99 10 WASH Aiw�,�Y M. vELOEE 3/99 — SERVICE CENTER Washington State SR5 D3 acR. N W 3/99 J08 NDI.IBER T Department of FEDERAL WAY PARK & RIDE LOT #2 z„CE, S EVERETT a "0" .' -„ Transportation 55 i. — 99AOG9Mil J. 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INVERT (E) 341.00-15" / 355,0 SSMH 9 INVERT (N) 334.77-15" -. •• INVERT (SW) 340.90-15" ---/a. / 355.0 STA 3 +00-5.0' L _ '. .`• - RIM 345.21 . i- .--' INVERT S 331.96-15" --� - - - /� 350.0 INVERT (N) 331.86-15" ---' 350.0 /, �` 2AA gf5 r 345,0 ----- -�� 03 p3321tR-35 345.0 GPVC S° �� H 340.0 257.41 15 v o 00.0110ft ft 340.0 A z e_ 282.25 15„ GPVC SDR-35 ®0.0110ft 15 335.0 255.46 15" GPVC SDR-35 x iO 00.0110ft 335.00.00 - 15" GPVC SDR-35 s 8 Zn sa 330.0 •• :::.: m ocu o m d o ch I SHEET V- o .-; .--� C'7 In r C) CU o C) C? crl cot ('� C)st: C) C) C) m con n In In U7 co In in el in U) t!) In eo co l!) In In I!") 29+51 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+61 t 4. +t T. 21 N. R. 3 E. W.M. EXHIBIT"F" MATCH UNE, SEE SHEET D1 AND D2 L I A 1 ...-c.\\\ I c II > c C _ ) ( ) < 11 ) ) < ) C )� - N — OAP \ . + i ILT Of ) TRENCH DRAIN — e \ . — _ C C 11 ) O - I la() p-1fA�C ) ( ) 11 //yy .. ' ' A A W A A / A ,. i A A A' A u Lll\LA A A ' A T2CV II ( ) ( ) ( I ) LEGEND ! ® — i s — EXISTING NEW DESCRIPTION M i p — © —sr—sr— STORM SEWER i W — I — I —m—m— TRENCH DRAIN �j ( 1 = — _ _ / ❑ CATCH BASIN �W l J I i . , CULVERT N - > DITCHLINE 7� z F 1 I O STRUCTURE NO. 3 ® TRENCH DRAIN ,. — — 1` ( 1I ) c n ) ( ) ( I I ) ( ) I C _ OM. Q ! —m m— m—m-�_A-m m-A_-A-A-A . ,—m-- 200 mm CULVERTS im— .—m_ i� T :TrnIT ( 1 \ ( I a_ I ) 1.52 m BARK TRAIL )(1) i • \ ]/ \ \ Q y: • • X `. SEE DD3 FOR 1 , O N SS/ST O PONDS _ +100 T—LINE , 5t ��_ — — , _ st/5�/ WET/DETENTION POND SEE DETAIL SHEET DD4 11 is • / EMERGENCY OVERFLOW r D3 B �a J7�� Y � �1 ' QWET/DEFENTIOY POND a . 51 REGULATED • A' �L�L WETLAND Qtt � oy WASys+�� Q (997 sm) Nip Q Q t 30.5 m WETLAND SETBACK 0 247ll��/ hoc, SEC/STERF� - ‹SS/ONAL E\kC'\ 0 10 20 30 40 50 SCALE IN METERS EXPIRES 9/14/00 'r, STATE FED. ND PROJ. NO. 'a' ElIVRONbENTAL AND ENGINEERING �SIGNEp BY J. EBERHARDT 3/99 10 WASH BERVI� DENIER SR5 D4 DECKED 8Y M. VELDEE 3/99 AmpiWashington State 1�.` °�AaED BY N. W 3/99 JOB►UMBER Department of FEDERAL WAY PARK do RIDE LOT 2 I�� EJECTS ENGR. S. EVERETT 99A009 �cawroea,... �I/ Trans ortationsHLEi • 0N• ADM. J. OKAMOTO120I Swot*Thl ..w sn.90V p56 DATE REVISION BY APP'D F OM,� DRAINAGE PLAN i40 EXHIBIT "G" „. • •F ;.. O.DW EGT10N.p FUTURE.CONSTRUCTION R A AY ,$ 1'Y' ... ....-. ' Cl-EARIN.G..ANf ..GR.U661NG...O.fi3 ha.; SEEDING,;FERTILIZING.AND MULCHING 013 ha.. 125 - RT • 27. LTdo HI 4- , m 140 G , o M W k = 23 e.: 120 `° Q 3 z Q y , o 1^ E r LO • iS Q..0 Kj F- F- > J N 115 .. Lc/ w a W rti -2.0661%' YJ F la cx.-tri 1 ,' No+ +, , .. �� T 937 �¢0 a N, o a 1 63 SCALES N w w 476 oo-4 J g7 I • w a21 r HORIZ. 0 20 io r 6`0 6 100 105 ._ 0 Q 'ram-_�! ' r bp 44TH DE D 2 4 6.. 8 10 N v w :3 GRADE VEkT o aoi rn 9 w s .. • 'k FOR ADDITIONAL QUANTITIES' `� o 4 „+, S EXISTING'GRADE SCALE IN METERS i! SEE QTGP'SHEET SERIES. > a r a w MATCH EXISTING GRADE e 100 85m VG �, k°= 42 i. ROADWAY EXCAVATION INCLUDING'HAUL 191Dm3 1 - . r €MBANKMENT,COMP•ACTION*6960 m3 rz�n r co v, rn ,o N.c v of 1929 a> g, N A 8 8 8' o g d' 2471ty ' . 2+000 2+050 2+100 2+150 2+200 2+250 2+300 2+350 2+}00 �flF �� ISTE��D b�� • �SclONA6 E��\ •ROADWAY PROFILE , • SW 344• TH STREET ; ElT IRES 9�J4'00 ' — J ®„a°1 v STATE 'FED. AID PRDJ. NO. t 'Qt. ENVIRONMENTAL AND ENGINEERING `CKE°�GNED BY J. EBERHARDT 3/99 10 WASH SERVICE CENTER �, Washington State SR5 RPI D BY M. VELDEE 3/99 HIED BY N. VU 3/99 NUMBER � Department of FEDERAL WAY PARK do RIDE LOT #2 ,„co. CTs ENGR. S. EVERETT 99A009 i�: B -" 43 I.--- ADM. J. OKAMOTO � � Transportation K 031 TMd A.m.Sato COO 140 DATE REVISION BY APP'D Saguia F. ROADWAY PROFILE-> Fax goy�ao0 i n r EXHIBIT"I" 1 OZ k. FILTER FABRIC MATERIAL 2"X 2"X 14 GA WELDED 2" X 4"DOUG.FIR STAKES AT 4'O.C. 0 MIRAFI 100 X OR EQUAL WIRE FABRIC OR EQUAL ACT:STEEL FENCE POSTS STAPLES OR WIRE W RINGS(TYPICAL) _ 2"X 2"X 14 GA WELDED i 6" A F 6" WIRE FABRIC OR EQUAL I T E�,, W A 3/4"-1S"WASHED GRAVEL BACKFILL 1-4 1 \ IN TRENCH AND ON BOTH SIDES OF FILTER I i (. 1' rn $ 0 2 FABRIC ON THE SURFACE 2�" NOTES: z O G A. THE FILTER FABRIC SHALL BE PURCHASED IN A ^-� O V FLOW CONTINUOUS ROLL CUT TO THE LENGTH OF THE O Y -, BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS P4 • "; r 1"=�. ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED W - '� - 4 _ TOGETHER ONLY AT A SUPPORT POST,WITH A 1- - (_ - r r 2'-6" MINIMUM 6-INCH OVERLAP,BOTH ENDS SECURELY FASTEN TO THE POST. o�q 1 i 2'-6" 8" B. THE FILTER FABRIC FENCE SHALL BE INSTALLED 87' ` ' TO FOLLOW THE CONTOURS(WHERE FEASIBLE). THE p FENCE POSTS SHALL BE SPACED 4-FEET APART AND ,.,). W U U SILTATION FENCE TYPICAL DRIVEN SECURELY INTO THE GROUND(MINIMUM OF V V V CROSS SECTION DETAIL 2"X 4"DOUG.FIR 1'X 8"TRENCH STAKES AT 4'O.C. NTS C. A TRENCH SHALL BB EXCVAVATED,ROUGHLY 8-INCHES a WIDE AND 12-INCHES DP,UPSLOPE AND ADJACENT 4 ELEVATION NOTES: TO THE WOO POST TOEEALLOW THE FILTER FABRIC TO 1. PLACE 1'OF 3/4"-1-12"WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BE BURIED. a SILTATION FENCE DETAIL BEVEL SHAPE D. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING NTS 2. FABRIC SHALL COVER BOTTOM OF 6"X 6"TRENCH HEAVEPDUTY WIRE STAPLES AT LEAST 1-INCH LONG, AND EXTEND BEYOND THE LIMITS OF THE GRAVEL TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" THE TRENCH A MINIMUM OF 4-INCHES AND SHALL NOT MINIMUM AS SHOWN IN TYPICAL CROSS-SECTION. EXTEND MORE THAN 36-INCHES ABOVE THE ORIGINAL GROUND SURFACE. N E. THE FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND 20 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE rei THAN 36-INCES ABOVE THE ORIGINAL GROUND SURFACE. O O.� FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. $.14 • F. THE TRENCH SHALL BE BACIGFILLED WITH A 3J4-INCH MINIMUM DIAMETER WASHED GRAVEL G. FILTER FABRIC FENCES SHALL BE REMOVED WHEN 1 STAKED AND ENTRENCHED HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE / STRAW BALES THE UPSLOPE AREA HAS BEEN PERMANENTLY STABI.i7.FD. BINDING WIRE H. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY 25'R MIN. / . OR BURLAP Al 1ER EACH RAINFALL AND AT LEAST DAILY DURING 1'MIN. 11111'E1 COMPACT SOIL PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.TO PREVENT c.) m .. 0 QUARRY SPACES 15 MIN. PIPING ii a VOQ� A z STABILIZED CONSTRUCTION ENTRANCE g DETAIL �'�aii=11411:=11:�1�11 NTS 11=91 u=11=11i I'=11= . F. =1r17, I;J I*11��11 11--Ili 111111 11=7f=' E- ,; - - - 0 . x i g $ STRAW BALE DIKE DETAIL2 i8 NTS SHEET of S. 4. PORTIONS OF N.E.&S.E. 1/4 SECTION 24,TWN.,21" RGE.3E.,W.M. `p Z S.V.336TH ST. j e. N1-1 EROSION/SEDIMENTATION CONTROL NOTESi § i I. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT + } + CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN i VI 0 RETENTION $ 0�� (B G.SIZE AND LOCATION OF ROADS,PIPES.RESTRICTORS,CHANNELS, V]FACILITIES,UTILITIES,ETC. .-+2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE, 0 (((333 0 s v.•S3eTF1 sr. "'` OF THE CONTRREPLACEMENTACTOR UNTIL ALL CONSTRUCTION IS AND UPGRADING OF THESE ESC `AAPPPPRROVED.IS THE RESPONSIBILITY r ± . k, + + +• 3. THE BOUNDARIES OF THE CLEARING LIMITS SHALL HELD TO A MINIMUM AND SHALL -� BE CLEARLY DELINEATED IN THE FIELD WITH CONTINUOUS ORANGE CONSTRUCTION ` J u FENCING A MINIMUM OF 3 TO 6 FEET IN HEIGHT PRIOR TO CONSTRUCTION. DURING 1 sv 339TH sr THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED CLEARING a • LIMITS SHALLL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. II >i+ $ sv 3rOTh sr 4. THE ESC FACILI TIE'S SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION U + WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO W W V z V +- + cormscr isiF ,..am:m r t + + INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR Q b �.� _ z VIOLATE APPLICABLE WATER STANDARDS. c �3 sv 34tsr sr 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR o ANTICAPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE EEC 4 SW 3+b+n ST FACILITIES TIES SHALL BE UPGRADED(E.G.ADDITIONAL SUMPS,RELOCATION OF DITCHES ,j. v.,,. :. + AND SILT FENCES,ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS. THIS SHALL :a } + + SPECIFICALLLY INCLUDE(BUT IS NOT LIMITED TO))CONSTRUCTION OF TEMPORARY 4 i3 + s¢a t SEDIMENT TRAPS TO TREAT DISCHARGE FROM TRENCH DEWATERING OPERATIONS • IN AREAS WHERE THE DISCHARGED WATER CONTAINS SEDIMENT,AND IS OF A VOLUME GREAT ENOUGH THAT IT DOES NOT INFILTRATE INTO THE NATIVE GROUND ecAt�otbr4 WITHIN 100 FEET OF THE DISCHARGE POINT,OR WHERE IN THE OPINION OF THE ENGINEER THERE IS A POTENTIAL FOR ENTERING A WETLAND AREA. 1 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND + + + + MAINTAINED AS NECESSARY TO ENSURE Tim CONTINUED FUNCTION. tw►rixo[b r e �, r.. 7. ANY FURTHER STRIPPED WORKJIS ANTICIPATE OF D FOR PERIOD OF 30ADA SHAL L HS S• WHERE SW 344TH Si MANHOLE r s • IMMULCHINMEDIATELY NETTINGIO BLANKETS,ETC.). METHODS(E.G.SEEDING, B 11 a SW3N111 PL, _ Eli8. ANY AREA NEEDING ESC MEASURES,NOT REQUIRING IMMEDIATE ATTENTION, + d, SHALL BE ADDRESSED WITHIN FIFTEEN(15)CALENDAR DAYS. zct - �Tp 9. THE EEC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTANINED .�_MANHOLE r 10 sr _ A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. SW 346TN sT 414 •C 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE 'untto[B r 13 LINES SELL BE CLEANED PRIOR TO PAVING. TEE CLEANING OPERATION SHALL + + +0 NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. t MAt+iio[Br 11� 11. STABILIZED CONSTRUCTION EN IRANCEiS AND WASH PADS SHALL BE INSTALL®r u AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF syi 3. . st7;X71\ A THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL • . „ pus[.MANHOLE r is d PAVED AREAS ARE KEPT C LEAN FOR THE DURATION OF THE PROJECT. sv,imw I' 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL DISTURBED e t + + 1 I PROJECT AREAS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER +. MEASURES:MULCH,SODDING OR PLASTIC COVERING. ' F� 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS TEMPORARY F. SEITILING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL m MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE E, 2 - rs 20 ezi tat r F -sv 349TH ST . ' LEGEND PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION z OR DISPERSION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPROARY o r v 1 + 1/ �lm NEW SANITARY SEWER LINE SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE Q $w 34an+:at T- + USED AS A TEMPORARY SETTLING BASIN. Z a • - � EXIST.SANITARY SEWER LINE �' � • NEW SANITARY SEWER MANHOLE 14. WHERE SEEDING FOR TEMPOOARY EROSION CONTROL IS REQUIRED,FAST I .1 F s i GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE x e SW 330TH$r P, 0 EXIST.SANITARYSPR/ER MANHOLE (E.G.A ANNUAL OR PERENNAL RYE APPLIED TO APPROXIMATELY 80 POUNDS lc J + • + CV .` + X X X X SILT FENCE 15. VNEIERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRIII), x m i • = + IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. N c; p_ 1 l: • • C3 ------•�-, PROPERTIES WTI'HIN SOOT OF PROJECT � �l • • sv 331sT FT ._ -F .- SCALE: 1"=600' i' SHEET TEMPORARY EROSION/SEDIMENTATION CONTOUR INTERVAL: 5' o f CONTROL PLAN HOR.DATUMN: CITY OF FEDERAL WAY VERTICAL DATUMN: NGVD-29 r EXHIBIT "I" 1 gFILTER FABRIC MATERIAL 2"X 2"X 14 GA.WELDED MIRAFT 100 X OR EQUAL WIRE FABRIC OR EQUAL 2"X 4"DOUG.FIR STAKES AT 4'O.C. Oi ALT:STEEL FENCE POSTS STAPLES OR WIRE — E-� —\ 1 RINGS(TYPICAL) 2"X 2"X 14 GA.WELDED t QQJ- 6" WIRE FABRIC OR EQUAL I ki A `� O \k 1 3/4"-1.5"WASHED GRAVEL BACKFILL (''.4IN TRENCH AND ON BOTH SIDES OF FILTER I " '�' 2�" FABRIC ON THE SURFACE 2 v) $ 0 NOTES: Z O I G A. THE FILTER FABRIC SHALL BE PURCHASED IN A �-+ O V Ow CONTINUOUS ROLL CUT TO THE LENGTH OF THE O Y �_ i _ ::;; ' BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS MA- " "`=_ " ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED a ' ..+e L.+ ` a- ...=,- • `. 11 ' • 11 Imo,�I r't , _ TOGETHER ONLY AT A SUPPORT POST,WITH A I+M ritiatitY-74;?:: - I= — _ = = f r 2'-6" MINIMUM 6-INCH OVERLAP,BOTH ENDS SECURELY 11 FASTEN TO THE POST. b 2'-6" 8" 011 B. THE FILTER FABRIC FENCE SHALL BE INSTALLED 8;" -'4 TO FOLLOW THE CONTOURS(WHERE FEASIBLE). THE ]C>" ` V V i • SILTATION FENCE TYPICAL DRIVEN FENCE SECUSRELY INTOPACED 4-FEET APART AND (MINIMUM OF 2"X 4"DOUG.FIR 1'X 8"TRENCH CROSS SECTION DETAIL 3aINCHES). o STAKES AT 4'O.C. NTS C. A TRENCH SHALL BE EXCVAVATED,ROUGHLY 8-INCHES ELEVATION WIDE AND 12-INCHES DEEP,UPSLOPE AND ADJACENT 1 NOTES: TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO 1. PLACE 1'OF 3/4"-1-1/2"WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BE BURIED' A SILTATION FENCE DETAIL BEVEL SHAPE. D. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED NTS SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING 2. FABRIC SHALL COVER BOTTOM OF 6"X 6"TRENCH HEAVEPDUTY WIRE STAPLES AT LEAST 1-INCH LONG, AND EXTEND BEYOND THE LIMITS OF THE GRAVEL TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO • IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" THE TRENCH A MINIMUM OF 4-INCHES AND SHALL NOT MINIMUM AS SHOWN IN TYPICAL CROSS-SECTION. EXTEND MORE THAN 36-INCHES ABOVE THE ORIGINAL GROUND SURFACE. 4. E. THE FILTER FABRIC SHALL BE STAPLED OR WIRED TO c THE FENCE,AND 20 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE ci THAN 36-INCES ABOVE THE ORIGINAL GROUND SURFACE. 4pE� FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. - I • F. THE TRENCH SHALL BE BACKFILLED WITH A 3./4-INCH v MINIMUM DIAMETER WASHED GRAVEL. 1 MIN. STAKED AND ENTRENCHED G. HAVE SERVED THEIR USEFUL PURPOSE,BUT NOTB ORE STRAW BALES THE UPSLOPE AREA HAS BEEN PERMANENTLY STABL.IZED. BINDING WIRE H. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY 25'R MIN. /■ OR BURLAP AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE 1'MIN MIM I COMPACT SOIL MADE IMMEDIATELY. TO PREVENT v m PIPING QUARRY SPACES 15'MIN. 6 3 1111111.0n11111111 -sowch)A z STABILIZED CONSTRUCTION ENTRANCE � _. L k DETAIL ' iu=11*11=11= NTS 11=u EmE=Il *11. 1? i 7f=7f- JI-'II'=Il—Emit I II-U- f=' —�—'I — =II—I- —I1- v STRAW BALE DIKE DETAIL E 8 NTS SHEET of' s 4 i • MATCH LINE SEE SHEET 12 — —9 4— — - - _ -- - - - 13 ILC I EXIIIBIT"J" , 0 a�� _ I EXISTING TREES o0000 2 ILC Rip HHB (44) Pi ! I E A / 00000000 ►A U, '► I' �' SAVE AND'. PROTECT EA'O_o'O_o'o_O'o 3HHB (7) Fp tni0o a 01��jAro I��ai� %� o 4„/�. TOPSOIL TYPE B jn� Z ��i "Iry II 450 MM DEPTH TYP. 34 ILC PO a ►�Or 0��Gis 4 EUO 9 EUO to�i E m ��'�/ �� CIH (134) HHB (18) /+•+�. ow HHB (26) If o ., I HHB (1 1) �. `n 6 ILC I •4 ILC (94) HHB (11) TOPSOIL TYPE B 'Mr' f1�, 0,4 4 EUO ALIGN �;I� •s 4 EUO 450 MM DEPTH TYP. 'Iwi HHB (17) TYP. `:.�j�4� � �w�0'C�� a��C) � . . ►N(�,�(0©(►0 D�i�, CretwaA.•`� 'iri �%!f®t�►I 1.�%..... •..I.►�..� �.�3��C;fj� 3a 3► , s .. •. �3(ay3t;u __—_ .Iwo/wi_s>rw ;I o:�w.��:'rw�w� �� i/ ____ 4. EXISTING TF - SAVE AND PROTECT HHB (40) HHB (29) i•�' 'o'•❖•��:••�a►� --- 8 EUO 6 EUO 6 EUO MSS 1 D ��••••• .•O• • ......._ 6 EUO O,%0.4, re . 1 jfi.�' HHB (16) �T,�', HHB (13) i�\ `4/ a ••X VA, �'104 �+/ HHB (lg) �VaI.Imk* i� =. r=1 HH$ (9) r� MI 6 EUO Pr• h!j,�ilOs�is"` ,;�'ja�i i �r ii HHB' 9 �s'' ''C�'r HHB '13 q'�� HHB I(13): , I 'I SOIL AMMENDMIENT. TYP.. mi io si:�► co — HHB (6) HHB (9) SEEDED LAWN INSTALLATION - TYP., SEEDING, FERTILIZING, MULCHING PONDS TO I 138 SM THIS SHT. 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NO SITE ACCESS i \ 0411, _ Ni �='•• �� COS (58) DO NOT DISTURB — hi �� - SAR 13 'I " ( ) ( ) ` ( ) EXISTING TREE A I d��G SAR 4 FRA 4 w NOV 110), h, FRA (10) ��0 •�� SAVE AND PROTECT ' I� i/. /1//40�• • • ;`•� PRL (33) .� I •.�% •. ��♦••�a Lb all A�riper l i 1/i✓I,Adr.4 i:I`r er .1".!L''i.41#7.4 N:�`/. 411, PROPFRTY�INE '� �•!'� OP 3CCACC4 nA.Ea< RECtSTERED LANDSCAPE ARCHITECT 0 CERTIFICATE SO > MEW 1.01.....— 10 ' ) ;CALF IN MI I( I . --___ _ ur,,1ON _.IA fE ILO. PIO PROD No) "µi' „W c►+EE) BY Ii) WA II ENVIRONMENTAL SERVICE CENTER ENGINEERING 3 RONMENTAL AND ENGI �ECKEU yy Jim Keller I/)NSR5 �ETAI.O —J)m Keller / )� State L Washington 8Y I/)U JV8 NU UMBER �OEn,�k EVERE T I Q��•wba�.� FEDERAL WAY PARK & RIDE LOT Department of2 `�o;A�M YJA00' '�/ Transportation 86 I � I- t UKt1MC)7l) POI Mkt A...a sw.son 3 -- DATE HFVI;It'N e'"""`"""'e°' PLANTING PLAN 1+-lc: � Y P P F''PI aom e22-5e22 FAR QOm e2281X, • + r 34 T 'fi1.1 n• ;• I 106.5 in o n is \I31 cc , i • w ma.i .�; p3 I W J -,J I 1 Z K w �' m Ew I • D3 106 F ??�� u hM� D3 a 3. .� I m a 4 c.) ,n...c� a '3 6� 105 5 9 105.5 1:01 1200mm.CONCRETE CULVEfi27 105 0 0 005 M/m �. 1 mmp S 105 0-'02T4 min{ SEE DP-3 FOR CONTINUATION • 1 104.5 • Ail 104.5 , 104 .12.58 m z 0 . . • 30.5 m o O. o 104 00 M LIJ n w ram. o 8 '& N n ��'�.°;E • 2 m n 6�l 103.5 0 .- can !.-cc u .. i ...to w v>.v�is:-,r _ Jw 3 Fi»_ •g g P13, ov> vr,:../- •N • n .W dw: 3 ....N wc. a E wc� (n V • , �j .A V. 106 ; v,, ,.- ,n..o yr rA x J . o. -_._ ,Q..=.mow _� ..o •� w !La a� ilO Cr.9 • .. _ti A REFEIRENCE SHEET z D3._ �. ar J w i�.. �..o. R STRU{ TURE.NOTE N0. i M�� 7. ..°� a £w • D383.105 • N c9 • c� n n D3 r a w •-= as v'Mnr D3 n..�,�� Q. ;.�� • 6 i m �a w u. w los — 1 SCALE ! VeRT: }}00 m YO OOSm PeSP 300•mm PCSP 104.5 , 0 4 8 1.2 1 6 2.0 _ Omlm 0.0050m/fi 0091 G S , ol SCALE 1N ;METERS 0. 3 rn/mP 104 ti HORZ. NTS b0952/m CmP , I • of s� l� -& 772 m - ,.12.57 m J • z, 103.5 o cn V 103 _ M1 N.G.V D.•OF 1929 7.67 m 22 05 m I'; A• ��F ReG�471S�R S 5 �� -P. o .SSIONAL E�'` ' v a o c i. ; . �\P[RES 9 14;00 i STATE FED. AID PROJ. NO. , 10n ENVRON.ENTAL AND ENGINEERING z DESIGNED BY J. EBERHARDT 3/99 10 WASH SERVICE CENTER SR5 DP5 CHED BY M. VELDEE 3/99 �, Washington State CHEAIL cKEO BY N. VU JOB NUMBER ECK Department of FEDERAL WAY PARK & RIDE LOT 12 smiT PROJECTS ENGR. S. EVERETT 99A009 E Co °mit, EnOr.em -!1 Transportation 63 OF "_REGION. ADM. J. 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"V:k . ,+ivi.. 4..a.',4%, va-,2L,_ Washington State Department of Transportation in cooperation with 0 U.S.Department of Transportation Federal Highway Administration ti STATE ROUTE 5 FEDERAL WAY PARK & RIDE LOT #2 0L0826 PIN - 100503A KING COUNTY, WASHINGTON ENVIRONMENTAL ASSESSMENT Pursuant to 42 U.S.C. 4332 (2) (c) by the U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION and the WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 7/71 iti./41‘ Date W.St Alb, Manager a ngton ate Department of Transportation Environmental Affairs /2/g/ /P-7. Date Federal Highway Administration The following persons may be contacted for additional information concerning this document: Harry R. Bennetts Ronald Q. Anderson Acting Division Administrator, Region 10 Northwest Region, Administrator Federal Highway Administration Washington State Department 711 South Capitol Way, Suite 501 of Transportation Olympia, WA 98501 15700 Dayton Avenue North PO Box 330310 Seattle, WA 98133-9710 (206) 753-2120 (206) 440-4691 Table of Contents 1 . DESCRIPTION OF THE PROPOSED ACTION 1 2. NEED FOR PROPOSED ACTION 4 3. ALTERNATIVES TO THE PROPOSED ACTION 5 4. IMPACTS OF THE PROPOSED ACTION 12 EARTH 12 AIR QUALITY 13 WATER 16 FLOOD PLAIN 16 VEGETATION 16 WETLANDS 17 WILDLIFE 22 FISH 23 NOISE 23 LIGHT AND GLARE 26 TRANSPORTATION 26 PUBLIC SERVICES AND UTILITIES 38 TRANSIT SERVICE 38 ENERGY 39 ECONOMICS 39 LAND USE 39 ECONOMIC AND COMMUNITY DISRUPTION 42 VISUAL QUALITY 44 SITES OF ARCHAEOLOGICAL AND HISTORICAL SIGNIFICANCE 46 HAZARDOUS WASTE 46 ASBESTOS 49 5.COMMENTS AND COORDINATION 50 6. REFERENCES 52 7. BIBLIOGRAPHY 53 List of Figures Vicinity Map Figure 1 Park & Ride Lot Layout Figure 2 3 Air Monitoring Locations Figure 3 15 Wetland Locations Figure 4 21 Structures With Noise Impacts Figure 5 25 Traffic Study Maps Figures 6-14 28-36 List of Tables #1 Site Selection Matrix 8 #2 AIR: Peak One Hour Carbon Monoxide Calculations 14 #3 NOISE: PM Peak Hour Leq Noise Levels 25 FEDERAL WAY FEDERAL WAY P&R LOT NO. 2 c TO SEATTLE N b SW 334TH ST. C y s,p C9 A Gtp 0,9�` vi ui 42) ui = 5Q CD S.348rH sr. CD u; J 0 PJ 114 TO TACOMA EXISTING SOUTH FEDERAL WAY P&R Figure 1 VICINITY MAP 1. Description of the Proposed Action Project Description This environmental assessment describes a proposal to construct a 629-stall park and ride lot within the city of Federal Way in South King County. The document addresses the potential social, economic, and environmental impacts associated with the proposal. The Washington State Department of Transportation,in coordination with the city of Federal Way and Metro, proposes to build a park and ride lot within the city of Federal Way. The lot is located at the northeast corner of the intersection of 21st Avenue SW and SW 344th Street. The project includes the construction of city frontage streets to mitigate traffic impacts and satisfy city permit requirements. Acquisition of 5.9 hectare (14.5 acres) of right-of-way will be required, of which 1.2 hectare (3.0 acres) will be turned back to the city of Federal Way after the construction of city frontage roads. Frontage Streets The proposed improvements to 21st Avenue SW and SW 344th Street reflect project requirements identified by the city of Federal Way and a preliminary traffic study. These city streets are designed according to the standards of the city of Federal Way. 21st Avenue SW Proposed improvements include widening 487.7 meters (1,600 lineal feet) to add a center turn lane. Widening is proposed on ly on the east side of the street. The section is proposed to be offset to the east to minimize residential impacts along the western city right-of-way margin. Improvements will include paving, sidewalks, channelization, power pole reloca- tion, putting power and telephone lines underground, storm drainage and deten- tion, illumination, utility access structure adjustments, landscaping, and minor retaining structures. SW 344th Street The city of Federal Way has developed preliminary plans for the extension of SW 344th Street from 21st Avenue SW to SW Campus Drive. The proposed 5-lane road and bike paths on both sides, fronts the park and ride project, and reflects the western limits of the city's plan. The alignment and roadway section for SW 344th Street have been coordinated with the city of Federal Way. I-5 Federal Way Park and Ride Page 1 Environmental Assessment r , Improvements required with new road construction include sanitary sewer exten- sion, storm drainage, underground power and telephone, illumination, landscap- ing, and signali7ation. The major items of on-site work include grading and drainage,paving, channeliza- tion, wetland mitigation, stormwater detention, landscaping, and illumination. Major items of off-site frontage improvement work include grading and drainage, utility extensions, paving, channelization, illumination, and signali7ation. Project Schedule And Estimated Cost Construction of this project is scheduled to begin in Fall of 1995 with completion expected by Summer of 1997. The preliminary estimated cost for this project is $8,327,000 based on March 1993 dollars. This estimate is based on a 15 percent level of design and includes 8.2 percent sales tax, 20 percent engineering and contingencies. Right-of-way is included in the above figure. Right-of-way cost is $2,831,000 including purchase, condemnation, and administration costs. This estimate includes the cost of construction for the full length of SW 344th Street along the frontage of the park and ride lot, the widening of 21st Avenue SW to five lanes, and the signalization of the intersection of SW 344th Street and 21st Avenue SW. As a developer is typically required to fund only one-half of street improve- ments, latecomers' agreements may recover some of the construction cost as adjacent parcels are developed. The city of Federal Way has indicated that latecomers' agreements would be considered for this project. Page 2 I-5 Federal Way Park and Ride Environmental Assessment ` Park and Ride Lot Layout T. 24N. R.3E. W.M. •100 •200 21 st Avenue ,---1 f -- _ I i , 1111 I li ! iI U II � IJ1111111 C �,, i .- F-- —— 1 rt _� J� — — I ` o C ~i ~1~— .�L I I Wetland Mill/potion , .— h-- i Are Cb > Cb Cb > Cb c 1 = / f' 9 =, __,__,_---,_ ___,-,,--_ -.____- --4__,, , . .„ . ,,,,'' ,,i 1 ..- ,.. _ ____ _,,____ ___,,,_ , ,. I / (-1T8AI �f�f-1 (1 (lllll (-1 � 991fl1fl�(-ll Illll J n ° o.- // Transit Area ) i I C rrr{{{I JJ Bioswale ir.' ‹d 1 Op.n V.g.tatad Channel 1 11 SITE PLAN DATA PARKING STALL INFO $1 LA,W S1.1( t/1 1 Ol•1 WC ..t• • .101S •. 11.1..• S.S.1 411u(11/1( fa(• • )S •• CSV•CT SIYI 111 11•Cn10tlt tM.C.C( • 11010 •. 1S.•.• 4.0.1 YOSC./( UK. 10111 •. •l IC•/.l0 ll•(( IS t •(11.(111 • 1111 •. I .. 10111110.1 • I111 •. IS.).• 1.1.1 DINER • 1131. •. IS NI.. I1..1•C II 11.1.• 1.1.1 101M C11 11.111 11$ i Figure 3 I-5 Federal Way Park and Ride Page 3 Environmental Assessment 1 f Permits and Approvals This document will be submitted to federal, state, and local agencies with jurisdic- tion, in accordance with the State Environmental Policy Act (SEPA) and the National Environmental Policy Act (NEPA). Notice of a 30 day public availability and comment period will be provided to all interested persons, an opportunity for a public hearing will also be offered at this time. Interested citizens and agencies will be provided an opportunity to make additional comments at the hearing. Upon completion of the NEPA process, this document will be adopted under SEPA regulations. The following permits and approvals will be required before construction of the proposal may begin. Army Corps of Engineers, permit NPDES Permit, Department of Ecology approval city of Federal Way: Building Permit and Right of Way Permit city of Federal Way Process III Wetland Mitigation,Landscape, Conditional Use Review Service agreements with Federal Way Water&Sewer District and Puget Sound Power & Light Company will be needed for lot construction and operation. 2. Need for the Proposed Action Federal Way has been experiencing a high rate of growth and development recently. With growth comes higher use of the existing roadways, and congestion occurs. Extensive residential and commercial development in the vicinity of this project is also creating a heavier demand on the major transportation corridors in the Puget Sound region. To alleviate this congestion, and encourage people to reduce Single Occupancy Vehicle (SOV) use and encourage High Occupancy Vehicles (HOV), is in the best interest of the neighboring communities and municipalities. Page 4 I-5 Federal Way Park and Ride Environmental Assessment • 3. Alternatives to the Proposed Action Site Selection A siting study was performed to identify and evaluate alternative park and ride sites within the city of Federal Way. A wide variety of sites throughout the Federal Way area were identified for evaluation. The list was narrowed from 16 to 9 as it was discovered that some sites were being developed by others or had spatial or environmental constraints limiting the on-site development. The remaining sites were further evaluated by a team of consultants including civil, geotechnical, and traffic engineers, and environmental scientists. Frequent discus- sions were held with Metro and the city of Federal Way to assess transit and local concerns related to the park and ride siting. The result of this process was the further elimination of 4 sites due to environmental concerns and Metro's estimates of 1,,w ridership at those locations. The remaining sites are described as foli,,ws: D - A 6.3 hectare (15.5 acre) site within the city of Federal Way. This site is primarily pasture land with forest in the nortern portion. On-site development consists of two houses and several animal shelters constructed on the western portion of the site. D' - A reconfiguration of Site D, incorporating adjacent property to the south. This site is 4.7 hectare (11.6 acres) and site conditions are similar to Site D. E - A 7.2 hectare (17.7 acre) site within the city of Federal Way. This site has been previously cleared and is currently covered with dense brush. A branch of the Hylebos Creek flows through the eastern edge of the site. I - The 4.9 hectare (12 acre), 900 stall Federal Way Transit Center near the Sea-Tac Mall. This site is currently surface parking with the exception of a 0.4 hectare (1-acre) parcel to the west, which is undeveloped and owned by the Sea-Tac Mall. This site would be expanded by constructing a multi-level parking structure on a portion of the site. J - A 4 hectare (10-acre) site within the city of Federal Way. This site is currently being used by a long distance trucking company for truck staging. There is a large, single-level garage with an office on the site. Preliminary site, grading and drainage, and landscape plans were developed for the 5 sites to assist in the evaluation process. Additional considerations of zoning, storm drainage, and off-site improvements were incorporated with environmental constraints in developing preliminary cost estimates for the 5 remaining sites. I-5 Fedcral Way Park and Ride Page 5 Environmental Assessment r } Zoning Federal Way zoning code requires landscape buffers along the site perimeter. The size of the landscape buffers are determined based on neighboring land use. Buffers are 3.1 meters (10 feet), and a 0.9 meter (3 foot) berm is required along with a landscape mixture of evergreen and deciduous interspersed with large shrubs and gound cover, if neighboring properties are residential. In addition, 30.5 meter (100-foot) environmental setbacks are required around all wetlands and major streams or creeks. There is a 15.2 meter (50 foot) buffer for minor streams and creeks. Site layouts have incorporated 25 percent compact car stalls per the Federal Way zoning code. Stall dimensions used are 2.7 meters (9 feet) and 2.6 meters (8.5 feet) by 5.5 meters (18 feet) long for standard and compact stalls, respectively. Drainage The city of Federal Way lies within a sensitive drainage basin and follows the requirements of the"Hylebos Creek and Lower Puget Sound Basin Drainage Plan" established by King County Surface Water Management. This plan requires stringent water quality provisions in addition to significant detention require- ments. Off-Site Improvements The city of Federal Way ordinances call for full-width improvements on frontage roads. The city recognizes a latecomers' agreement that allows future reimburse- ment from other developments with common frontage; however, the city has not yet enforced this agreement. Contributions to mitigate off-site impacts are deter- mined on a pro rata basis according to project impact. Each of the sites required unique design considerations. Following is a summary of the issues and design considerations for each remaining site. No Build The advantages of this alternative are: there is no cost, no traffic disruption due to construction, no residential displacement, and no disturbance to any streams or wetlands. The disadvantages of this alternative are: the existing Federal Way park and ride lot#1 is at capacity and cannot meet future increases in demand; there will be no trip reduction in Federal Way; there will be continued congestion; on street parking around the existing park and ride will continue; and there is current support for a new facility by the city of Federal Way, Metro, and WSDOT. Page 6 I-5 Federal Way Park and Ride Environmental Assessment Due to the growth and demand in this area for managed transportation, along with the ability to mitigate impacts at the chosen site, this alternative will not meet the purpose and need for this project. Site D The proposed configuration of Site D supports an 800-stall park and ride lot. This area is favored by Metro and the city of Federal Way. The city of Federal Way desires to have a site in this area to intercept commuters normally contributing to congested east-west corridors. Metro would use this location for staging and route origination and termination. Site D can easily be serviced by extending existing routes, and Metro views the adjacent commercial area as a destination supporting service during off-peak hours as well. The site is zoned for single-family residential units and is surrounded primarily by property of the same zoning. The exception is the north property line, which abuts a Fred Meyer property zoned fcr community business. city zoning codes require 3.1 meter (10-foot) landscape buffers around the site. Site E The proposed configuration of Site E supports a park and ride with 710-stall capacity. This site is zoned for community business and is surrounded by properties of the same zoning, with the exception of a small residential neighborhood across S.344th Street to the north. The city of Federal Way will require 3.1 meter(10-foot) landscape buffers along the entire perimeter. Site I The proposed layout for Site I involves construction of a three-level concrete parking structure on a portion of the site and expansion of the site area to include a .4 hectare(1-acre)parcel to the west. With this configuration,parking capacity totals approximately 1,600 stalls. This site is zoned as city Center and is surrounded by property of the same zoning. A mobile home park borders the property to the south. As the site is being redeveloped, it will need to meet current zoning requirements, including 3.1 meter (10-foot)landscape buffers along all sides. Development of a structure on-site is limited by two significant design parameters. The Bonneville Power Administration maintains a 61 meter (200-foot) easement, and electrical distribution lines run northeast through the site. Construction of any structures within the easement is prohibited. This requires the parking structure be located in the southeast corner of the site. The city of Federal Way recognizes a height limit on structures of 10.7 meters (35 feet), which limits the structure to three above-grade levels. I-5 Federal Way Park and Ride Page 7 Environmental Assessment Site J The proposed configuration of Site J provides 640 parking stalls. This property is zoned for manufacturing parks and is surrounded by properties of the same zoning. The city of Federal Way requires a 3.1 meter (10-foot) landscape buffer along the perimeter of the entire site. PUBLIC INVOLVEMENT Site plans of Sites I), E, I, and J were presented at a public open house on January 15, 1992, to receive public input and response to the various locations and layouts. Site D'had not been proposed at the time of the open house and was not presented. Approximately 400 newsletters were prepared, posted, and delivered to residences and interest groups in the city of Federal Way, notifying them of the project and open house. The open house was successful in obtaining public input. Approxi- mately 30 residents attended the meeting and 17 people completed questionnaires that were distributed at the meeting. The greatest number of those who completed questionnaires favored Site D because of its proximity to their homes. There were, however, a few people who objected to Site D for the same reason. Table 1 Site Selection Matrix Site Wetlands Zoning Stalls Transit R/W Cost Total Cost D None SF 800 7 Routes $2.3M $7.6M D'- Pref. ]�_',),�0. 3 SF 690 7 Routes $2.8M $8.4M (.n acres) E1.1 CB 1737 * 4 Routes $7.9M $13.4M i acres( ares ) I None CC 1600 10 Routes $0.4 M $15.1M J None MP 640 4 Routes $5.8M $9.1M No Build None N/A None None None * Increase of 737 spaces to existing condition Page 8 I-5 Federal Way Park and Ride Environmental Assessment Site D' - Preferred Site Site D' is a reconfiguration of Site D proposed by a Federal Way based developer, Parklane Ventures, which owns property adjacent to Site D along the southern boundary. Parklane attended the public open house, where they became aware of the siting study. This property was not initially included in the study due to subdivision plans Parklane was pursuing at the time. The proposed configuration of Site D' supports a 629-stall park and ride. Metro supports this site for the same reason they support Site D, the site is served by one major arterial. The city of Federal Way also favors this site and has identified advantages over Site D in terms of increased frontage on city arterials and reduction of cut-through traffic impacts off-site. The site is zoned for single-family residential units and is surrounded primarily by property of the same zoning. city zoning codes require 3.1 meter(10-foot)landscape buffers around the entire site. Environmental and Geotechnical Environmental investigation,coordinated with the U.S.F. &W.S.,determined that there are no endangered or threatened species on the property. A small area(less than 464.5 square meters, [5,000 square feet]) in the southeast corner of the site was identified as a recently formed wetland. Stormwater runoff from a residential development southeast of the site is discharging into this area. Vegetation growing in these wet conditions technically make this area a wetland. Because this wetland has been so recently formed, it does not possess appreciable wetland functions or values. It may be possible to mitigate these conditions by altering the wetland and compensating for the wetland elsewhere. Geotechnical investigation was conducted through surficial observation and sam- plings from nine auger borings. Based on the observation at the time of reconnais- sance, the site appears suitable for development from a geotechnical standpoint. A private gas pump observed at one of the residences along 21st Avenue SW indicates the presence of a buried fuel tank of unknown condition. Drainage On-site drainage facilities are similar to those of Site D. Stormwater will be discharged across the adjacent parcel to the existing system in 19th Avenue. The existing off-site conditions for Site D' include off-site flow, which crosses this property parallel to the east property line. Recent discussions with the city of Federal Way Public Works Department concluded that the off-site flow should be conveyed through an open vegetated channel. This channel is designed as a trapezoidol channel with a 1 meter (3 foot)base width. This channel may provide I-5 Federal Way Park and Ride Page 9 Environmental Assessment an excellent opportunity for enhancement as a site amenity rather than a con- straint. Transit Service Metro anticipates the following routes will service this site: 196, 194, 173, 197, 178, 176, 61B (Pierce Transit). The bus loading area will function in a different fashion. Bus access will be provided from 21st Avenue SWand SW 344th Street. A transit-only traffic signal will not be needed for this site, due to the proposed signal at SW 344th Street and at 21st Avenue SW. Off-Site Improvements Development of Site D' will reduce the impact of cut-through traffic in the nearby residential neighborhood identified with Site D. This impact reduction is due to offsetting passenger vehicle entrances to the south, making local arterial routes more attractive. Frontage improvements will be required along 21st Avenue SW. The improve- ments include a 6.1 meter (20-foot) right-of-way dedication to the city of Federal Way along the site's west property line. The zoning code allows the city to require improvements to both sides of 21st Avenue SW. Frontage improvements will extend 121.9 meters (400 feet) north, to the north edge of the neighboring church's property line. Additional off-site improvements include the 201.2 meter (660-foot) extension of a 5-lane section of SW 344th Street from 21st Avenue SW to the east. A new signal will be required at the intersection of 21st Avenue SW and SW 344th Street. Widening of the west and south approaches to this intersection would be required to provide an additional turn lane and to transition to existing street sections. Extension of SW 344th Street requires a 30.5 meter (100-foot) right-of-way dedica- tion aligned with the existing SW 344th Street. City zoning code requires the developer to acquire property for dedication if it is not already part of their site. Half roadway sections are are permitted as long as the improvements provide a safe and efficient right of way. Site D' includes 15.2 meters (50 feet) of the right-of-way for SW 344th Street. A 15.2 meters (50-foot) wide portion of the adjacent property to the south will need to be acquired to meet the city's zoning requirements. Cost Estimate A preliminary estimate of probable construction cost is $5.5 million. Included in the construction estimate are off-site improvements, construction of SW 344th Page 10 I-5 Federal Way Park and Ride Environmental Assessment f S Street, relocation of utilities, and all on-site construction. Land acquisition will require an additional $2.8 million. Cost estimate figures are in March 1993 dollars. The total cost of Site D'is greater than Site D,due primarily to the extent of frontage improvements and new street construction. As construction of the streets will directly benefit Parklane Ventures development plans, allocation of this construc- tion cost should be considered during land acquistion negotiations. Throughout the study, two sites (D and D') stood apart from the others. These sites were preferred by the city of Federal Way, as it was perceived they would intercept local traffic before it reached the city's congested east - west corridors. Metro preferred this area because it does not compete with other park and ride facilities and can be served through extension of existing bus routes rather than by requiring new bus routes. This area received the greatest support at the public open house in which residents stated their preferrence for a site near their homes, although there was a petition circulated that opposed the site. Sites D and D'have the lowest total cost and lowest cost per stall of all the sites studied. Site D' has the advantage of frontage on two major arterials which provides better access and mitigates cut-through traffic impacts on the surrounding developments. Sites D and D' are located in an area of substantial growth, and available parcels of the size necessary for a 600 to 800 stall park and ride lot are scarce. Site Elimination Site E - elimination due to high cost and environmental considerations (two wetlands with direct connection to Hylebos Creek). Also, METRO's service level would not be adequate to service a 600 car lot. This site does not address the city of Federal Way's desire to reduce the east-west traffice trips. Site I -elimination due to high cost of construction (most costly site of all 5) and that site would increase traffic congestion in city center area. Site J - elimination due to slightly higher cost and the targeted population center of Federal Way is not addressed, as site would draw more from Tacoma- Pierce County residents (METRO). Site D - elimination due to neighborhood opposition citing potential utilization of neighborhood streets as a shortcut to access the park and ride lot. Addition- ally, the site has frontage on only one arterial, thus reducing route flexibility and vehicle access. There is also an issue with the site being isolated and removed from a fontage street, thereby increasing the security risks as well as recognizing the entry point to the park and ride lot due to lack of immediate visibility. I-5 Federal Way Park and Ride Page 11 Environmental Assessment Recommended Site Site D' is recommended for the park and ride lot location (site includes 25 percent of property D). The Siting Study report, dated May 1992, supported construction of the park and ride lot at the proposed location for the following reasons: Local support by the city of Federal Way and positive public input. This site intercepts the local traffic before it reaches the cities congested east-west arterials. Favored Metro site, as it works best with existing service plans and minimizes creation of new routes, has greatest potential to attract new transit riders, and offers opportunity to integrate a number of public transportation services, including inter-county transit service, at one location, . Frontage streets on two pricipal arteials provide site visibility, enhanced secu- rity, and better site access. Total cost and cost per stall is low relative to other sites. The concluded investigation of the sites provided WSDOT with sufficient informa- tion to identify that the only site to fulfill the need and purpose of the proposed park and ride lot was site D'. All impacts within site D' have been addressed and mitigated in concurrence with the governing jurisdictions. 4.Impacts of the Proposed Action The social, economic, and environmental impacts of the proposed project are summarized in the following discussions. Earth The terrain in the project vicinity is characterized as rolling to undulating hills. This area is part of the Puget Sound Basin, which consists of soils that have been mapped as belonging to the Alderwood Series, characterized by moderately well drained gravelly sandy loams (Snyder et al. 1973). Page 12 I-5 Federal Way Park and Ride Environmental Assessment A preliminary soils investigation has determined that subsurface soil conditions consist of medium dense silty sand, with varying amounts of gravel and scattered fine roots underlain at depths of approximately 1.2 to 1.8 meters (4 to 6 feet) by dense silty gravelly sand. A majority of the site is mantled with a relatively thick topsoil horizon on the order of.5 meters (1 1/2 feet) in depth. Due to the high silt content of the soils, the near surface soils will be moisture sensitive during construction. Grading The proposed site grading involves 15,673.4 cubic meters (20,500 cubic yards) of excavation and 29,053.1 cubic meters (38,000 cubic yards) of fill to achieve the proposed 1.5 to 2.0 percent slopes within the bus loading and parking areas. Access driveways are sloped at 5 percent for transit vehicles and 7 percent for the parking lot and transition to relatively flat areas within the site. The mild slopes within the site and bus loading area are proposed to meet the requirements of the Americans with Disabilities Act (ADA), and to provide sufficient vertical elevation for the operation of the storm detention system. Clearing and grubbing operations could create an erosion potential on the site during construction. Various methods will be employed to control wind and water erosion. A Stormwater Pollution Prevention Plan will be submitted to the Depart- ment of Ecology for approval prior to construction. Temporary features of the Stormwater Pollution Prevention Plan will be maintained throughout the construc- tion period as necessary. Air Quality This project is located in a nonattainment area for carbon monoxide, so it must conform to the State Implementation Plan (SIP)to meet the National Ambient Air Quality Standards (NAAQS). The current SIP for this area was last updated January 22, 1993. The Clean Air Act Amendments of 1990 state that projects may not cause or contribute to any new violation of any NAAQS,increase the frequency or severity of any existing violation of any NAAQS, or delay timely attainment of the NAAQS. This project is included in Puget Sound Regional Council's 1993 Transportation Improvement Program as amended on April 16, 1993, on page II-11. With its inclusion in the current conforming TIP, the project will not delay the timely attainment of the NAAQS for ozone and carbon monoxide. Furthermore, this project has been modeled with EPA emission factor software, MOBILE 5.0, and line source software, CAL3QHC. Modeling of the preferred build alternative did not indicate exceedences of the 1 hour or 8 hour NAAQS for CO in 1995 (the year of CO attainment) or in 2010 (fifteen years after the attainment I-5 Federal Way Park and Ride Page 13 Environmental Assessment demonstration). Therefore, this project will not increase the frequency or severity of any existing violations,nor will it create a new violation of the NAAQS for carbon monoxide. This project is found to conform with the purpose of the current SIP dated April 29, 1983, and supplemented January 22, 1993, and all requirements of the Clean Air Act. Table 2 shows the CO readings taken at the locations shown in Figure 3, it also notes the predicted levels for the various conditions stated. TABLE 2.. Peak 1 hour Carbon Monoxide calculations 1992 1995 1995 2010 2010 EXIST BUILD NO BUILD BUILD NO BUILD 1 4.1 4.0 3.7 3.9 3.6 2 4.3 3.9 3.7 4.1 3.7 3 3.8 3.9 3.6 4.0 3.4 4 3.4 3.6 3.2 3.6 3.1 5 3.2 3.6 3.0 3.4 3.0 6 3.2 3.9 3.2 3.7 3.1 7 3.2 3.5 3.2 3.5 3.0 8 3.2 3.5 3.0 3.5 3.0 9 3.2 3.2 3.2 3.2 3.1 10 3.2 3.3 3.2 3.2 3.2 11 3.6 3.4 3.4 3.4 3.3 12 4.4 4.1 4.1 4.8 3.9 13 4.0 3.9 3.7 5.2 3.6 14 3.7 3.9 3.4 5.0 3.4 15 *5.5 4.4 4.5 4.9 4.4 16 5.3 4.4 4.4 5.1 4.5 17 5.0 4.4 4.5 5.2 4.4 18 4.8 4.1 4.1 4.6 3.9 19 4.4 4.1 4.0 4.3 4.0 20 3.9 3.6 3.7 4.8 4.4 21 4.8 4.0 4.0 4.9 4.0 22 4.7 4.3 4.3 4.7 4.0 23 4.6 4.2 4.2 4.4 3.9 * Highest Carbon Monoxide Calculation Above receptors include 3.0 ppm background concentration Page 14 I.5 Federal Way Park and Ride Environmental Assessment Air Monitoring Locations N *9 Church _ *11 *10 J *7 SW 342nd Street Y1-1 3 Q FEDERAL WAY 43 P&R LOT NO. 2 a Clj *s N 3 *2 U) *23 *22 *12 *13 *14 *21i SW 344th St *20 *19 *18 *15 *3 *4 *5 :1 9 Scale: 1"=200' Figure 3 I-5 Federal Way Park and Ride Page 15 Environmental Assessment Water Surface Waters No appreciable water bodies exist within the project limits; however, there is a poorly defined channel that conveys off-site drainage across the site on the eastern portion of the property. Ground Water This proposal is not expected to impact ground waters. It does not include with- drawals or discharges to ground water. It is not located in a designated sole source aquifer. Drainage Site drainage facilities including a combined wet pond/detention pond, biofiltration swale, and mitigated wetland have been located in an area north of the parking area (see Figure 2). Preliminary sizing of the detention and biofiltration facilities has been performed in accordance with the King County Surface Water Design Manual and the King County Executive Proposed Basin Plan for the Hylebos Creek and Lower Puget Sound. The proposed drainage system collects runoff through a buried pipe system and directs flow to the combined detention/wet pond. Water quality treatment is provided by the wetpond and by discharging through a biofiltration swale prior to connecting to the storm system in 19th Avenue SW. The city of Federal Way is presently evaluating the use of nearby Panther Lake as a Regional Detention Facility. Should this program proceed, the proposed on-site storm detention/wet pond may not be required in the future. On-site water quality provisions will remain a project requirement. The city of Federal Way is requiring that off-site stormwater that flows in a poorly defined channel across the eastern portion of the site be conveyed through an open channel. To accommodate this, an open vegetated channel with a 1 meter (3 foot) base width is proposed along the eastern boundary of the park and ride lot. Flood Plain The project area does not exist in a flood plain. Vegetation In the absence of natural or man-made disturbance, the land surrounding the project would support Puget Sound lowland forests, dominated by Douglas-fir and Page 16 I-5 Federal Way Park and Ride Environmental Assessment other conifers in the drier more well-drained soils. A mixed conifer and hardwood forest would be found in the drainages and wetter sites (Franklin and Dyrness 1973). Current native vegetation around the project includes trees such as Douglas-fir, red alder, and big-leaf maple plus some scattered stems of western hemlock and western red-cedar. The project site also has a few scattered cascara trees. Wetlands An assessment describing the existing wetlands in the vicinity of the project has been completed. This assessment addresses the potential wetland impacts and outlines the general wetland mitigation concepts. The major points of this assess- ment are as follows: Wetlands are defined as those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support and do support a prevalence of vegetation typically adapted for life in saturated soil conditions. Two wetlands were identified within the project vicinity, and are described below. According to the U.S. Fish and Wildlife Service system of classification (Cowardin, et al., 1979), the wetlands in this project have the following types of vegetation: Persistent palustrine emergent Mixed Needle-leaved evergreen and broad-leaved deciduous palustrine forest Wetland Descriptions Wetland boundaries were determined by a WSDOT biologist in April, 1993. The method of determination followed that of the U.S. Corps of Engineers Wetlands Delineation Manual (Huffman, et al., 1987). The resulting wetland boundaries would be the same if the Federal Manual for Identifying and Delineating Wetlands (FIC, 1989) had been used. Both wetlands are shown on a plan sheet in Figure 3. Wetland#1 This wetland has both persistent and nonpersistent palustrine emergent vegeta- tion. It is situated at the bottom of a broad swale in an abandoned pasture, surrounded largely by a buffer of non-wetland grasses such as tall fescue, orchard grass, and blue grass. Wetland#1 is confined to the lowest portions of the swale, where water from both surface flow and a housing development becomes ponded in I-5 Federal Way Park and Ride Page 17 Environmental Assessment depressions. The emergent vegetation consists of stinging nettle, springbeauty, bedstraw, starwort, curly dock, plantain, and knotweed. Red elderberry and black hawthorn are the only shrubs, while red alder and cascara are the only trees in the wetland. Hydrology is supplied by surface runoff that is routed through the stormwater drainage system of the nearby housing development. This latter supply of addi- tional water is of recent time; the main cause of the wetland appears to be a small perennial stream flowing through the wetland. It should be pointed out that Wetland#1 is solely dependent on this water supply, because if it were to cease or were piped underground, the wetland would also cease to exist. Soils in the area of this wetland have been mapped as belonging to the Alderwood Series, and are not hydric soils. Nevertheless, the,,,, coils supporting the hydro- phytic vegetation mentioned above have inherent properties that simulate hydric conditions. A clay pan discovered at about the .5 meters (20-inch) depth, appears to be the reason for inhibiting internal drainage and thus maintaining saturated to near saturated conditions. Although these soils do not exhibit hydric indicators (there has not been adequate time for them to evolve),hydrology has been sufficient to support hydrophytic vegetation and therefore, make this wetland jurisdictional. Being about 36.6 meters (120 feet) wide at its base (alongside the proposed SW 344th Street) and extending northwards about 53.3 meters (175 feet),in the shape of a triangle,the areal extent of this wetland is approximately.08 hectare(0.2 acre). Because of its small size, isolation, and disturbed nature, this wetland would be rated as a Category IV by the Washington State Department of Ecology's Wetlands Rating System (DOE, 1991). The wetland rating data sheets are contained in the Biology report. Wetland #2 This wetland is located some 335.3 meters (1,100 feet) north of Wetland #1 in a small clearing at the edge of a forest. Specifically,it is some 213.4 meters (700 feet) east of 21st Ave. SW and adjacent to the south side of a landscaped berm that was constructed just south of the Fred Meyer Store. The herbaceous vegetation is dominated by reed canarygrass and creeping buttercup. Other herbs include lady fern, soft rush, velvet grass, blue grass, two sedges, knotweed, curly dock, and fireweed. Shrubs included hardhack, thimbleberry, and snowberry, while the overstory is shared by red alder, Douglas-fir, and western hemlock. Unlike Wetland #1, the soils in this wetland are very shallow and gravelly. The surface six inches are composed of a moist gray coarse sand to fine gravel. Being unable to probe beyond the .15 meters (6-inch) depth is evidence of either fill being placed on the site or the top soil being removed. It is difficult to ascertain what Page 18 I-5 Federal Way Park and Ride Environmental Assessment , happened when the berm was constructed. Nevertheless, this wetland was inad- vertently created by improperly designing the berm and its culvert. The areal extent of this wetland is approximately 0.05 hectare (0.13 acre), and because of its forested association it would be rated as a Category II by DOE's standards. This project does not impact wetland#2. Functions Both wetlands function as stormwater storage and discharge areas, nutrient and sediment traps, and providers of some food-chain support and wildlife habitat. Wetland#2 has greater wildlife value than Wetland#1, but because of their small size, unnatural conditions, and low species diversity, these wetlands are of rela- tively low value. Impacts Present plans for the park and ride lot show that only Wetland#1, with an area of 0.08 hectare (0.2 acre), will be impacted by completely filling it in and paving. Another impact would be the loss of its buffer vegetation from clearing and grubbing associated with construction activities. The total amount of wetland impact,will be approximately 0.08 hectare (0.2 acre). Mitigation WSDOT, in coordination with the U.S. Army Corps of Engineers,viewed potential impacts and has addressed mitigation measures will include,but are not be limited to, the following: Stormwater 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. Wetlands: The wetlands and special aquatic sites are protected under Presi- dential Executive Order 11990,"Protection of Wetlands," Governor's Executive Orders EO 89-10 and EO 90-04, "Protection of Wetlands," and WSDOT Direc- tives 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 unavoid- able impacts. I-5 Federal Way Park and Ride Page 19 Environmental Assessment 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. Wetland impacts will be minimized using the following measures: a. Restricting clearing and grubbing activities to the maximum extent possible. b. Using effective erosion control techniques during construction; e.g., geotex- tile silt screens. c. Replacing wetland acreage and functions lost due to project construction. d. Using vegetated swales or wide bottomed ditches to filter highway runoff before discharge into wetlands. 3) Rectifying the impacts by repairing, rehabilitating, or restoring the affected environment. 4) Reducing or eliminating the impact over time by preservation and mainte- nance operations during the life of the action. 5)Compensating for the imp act by replacing,enhancing,or providing substitute resources or environments. 6) Monitoring the impact and taking appropriate corrective measures. Mitigation for individual actions will include all of the above measures. Further- more, it is recommended that mitigation be on site, and preferably in a landscaped vegetated swale that will meander along the eastern boundary of the park and ride lot. Page 20 I-5 Federal Way Park and Ride Environmental Assessment A I 1 WETLAND 2 /° 1 Et= I ____ 1_..ii I al i , , n UJ 5W 34-2 ND ST I I 1 0 . 1±I El I P' " I i } D a i m p FEDE.RA L WAY w 2&R LOT NO. Dry ZOO FOOT WETLAND ` BUFFER 60t1NDARY D c G t- i WETLAN D 4 f 7 DI LJ L t D Qcc W ; ~ �; I r \ N il I i Figure 4 WETLAND LOCATIONS I-5 Federal Way Park and Ride Page 21 Environmental Assessment Wildlife Both wetlands are isolated and are connected to neither a riparian or forested corridor. Despite Wetland#2 being situated in the edge of a forested patch, the area is rapidly developing in all directions. Habitat in the immediate vicinity of Wetland#1 is that of an overgrown pasture with a few scattered trees. Forest is present to the east, and on two occasions a red-tailed hawk was present, although its nest was not observed. Wetland#2 has secondary upland forest on three sides. Animals likely to use the available habitat for primary or secondary use include small mammals such as mice and voles, reptiles and amphibians, and birds such as passerines. These animals include those common to fragmented forests of the urban sector where vehicular traffic and noise are at high levels. The Washington Department of Wildlife and the U.S. Fish and Wildlife Service (USFWS) list the bald eagle, a threatened and endangered species, as possibly wintering in the vicinity of this project, from October 31 through March 31. The USFWS also indicates the possibility of five candidate species occuring in the vicinity of the proposed project. These candidate species include: black tern, mountain quail,northern red-legged frog,northwestern pond turtle and the spotted frog. A separate Biological Assessment for these listed species has been prepared. WSDOT will request concurrence by USFWS on our Biological Assessment, con- currence is required prior to the completion of the NEPA process. Impacts Reductions in the existing wildlife population are expected in proportion to the amount of habitat lost from clearing and filling for highway construction. Such reductions are recognized as a consequence of the project,but no animal population is expected to be substantially reduced in this instance. Mitigation The northern portion of the proposed site contains the detention ponds and biofiltration swales and is heavily planted and landscaped; in addition the large existing trees will remain. This area will serve as habitat for the impacted wildlife. Wintering eagles may exist in the vicinity; therefore, heavy construction activity will be limited to the period between April 1 and October 31. Page 22 I-5 Federal Way Park and Ride Environmental Assessment , Fish Existing Conditions: Neither wetland is associated with fish bearing streams or bodies of water capable of supporting fish. Noise The following is a summary of a Traffic Noise Analysis report that was prepared for this project in June of 1993. The Traffic Noise Analysis was conducted and this study report prepared using the procedures prescribed in the Federal Highway Administration Title 23, Code of Federal Regulations, Part 772, 1976 Revised 1982. Existing Conditions The site is currently occupied by 3 residences with detached garages. The remain- der of the 6.5 hectare (16 acre) site is covered with tall grass and pasture areas. The site is zoned residential and a residential neighborhood borders the west side of 21st Avenue. To the north is a church and business-zoned property. The east side has some residences and to the south is a 1.4 hectare (3.5 acre) site with a single family residence and horse pasture. Existing 1993 and future 2010 traffic data are shown on figures 4 through 8. Existing noise levels around the site are dominated by the local street traffic. Existing noise measurements were made, and peak hour existing and future noise levels were modeled using the traffic data and speeds of 64 kph (40 mph) on 21st Avenue S.W., and 56 kph (35 mph) on S.W. 344th Street. Noise levels currently exceed 67 dBA Leq for residences along 21st Avenue S.W. Noise levels within 15.2 meters (50 feet) are approximately 70 dBA Leq at peak hour. Seven homes and the church property have noise levels exceeding the FHWA criteria level of 67 dBA Leq. In addition, the 3 homes that will be removed also have existing noise impacts. Future noise The amount of increased traffic expected by 2010 will result in noise levels increasing by about 2 dBA in the no build condition. The small amount of total change of traffic quantities in the build condition would result in noise level differences of less than 1 dBA above the no build level. The noise levels still would be dominated by the traffic on 21st Avenue S.W. Noise levels to the south and east of the park and ride lot would be below the federal criteria level. The same 7 homes would continue to have noise impacts in the future. No additional homes would be imp acted. I-5 Federal Way Park and Ride Page 23 Environmental Assessment Mitigation Several methods of noise mitigation were investigated. These included barriers, traffic restrictions, additional traffic control devices,landscaping and the alteration of vertical and horizontal alignments of adjacent city streets. The construction of noise barriers along 21st Avenue SW or surrounding streets is not feasible because placement would sever street access of adjacent homes and businesses. The acquisition of property rights for barrier placement does not alleviate this inherent problem. Also,the narrow zone between homes and adjacent streets precludes landscaping from providing effective attenuation. Sufficient alteration of the vertical or horizontal alignment of 21st Avenue SW to reasonably reduce the traffic noise levels of 21st Avenue SW would exceed the reasonable cost criteria for noise abatement and would greatly impact adjacent streets and properties. Placement of additional traffic control devices, reduction of the speed limit or placement of vehicle restrictions on 21st Avenue SW is counterproductive to the function and capacity of the street. Further, these restrictions can not be placed without an offsetting impact to the traveling public. Such restrictions, if placed, are not anticipated to cause a sufficient reduction in the level of traffic noise at nearby homes to be reasonable or effective. There are no public or non profit institutions in the area that are directly affected by the project and, therefore, we would not propose to insulate any structures of mitigate for traffic noise. No mitigation measures isolated to the park and ride, including any of the above, will effectively reduce traffic noise levels to the residents adjacent to 21st Avenue SW or residents adjacent to the proposed park and ride lot. Because the above measures are unable to provide effective attenuation, no mitigation is proposed for traffic noise resulting from the operation of 21st Avenue SW or the proposed park and ride lot. Construction noise During the construction phase of the project,residents near the lot will be subjected to unaccustomed noise due to heavy equipment use during daytime working hours. The contractor will be required to comply with all local regulations governing source noises resulting from construction activities for the duration of the contract. Page 24 I-5 Federal Way Park and Ride Environmental Assessment Table 3 PM Peak Hour Leq Noise Levels 1993 2010 2010 Locations Existing No Build Build 15.2From 1�t0ft.)� 69.8 71.4 72.0 I ' STRUCTURES WITH NOISE IMPACTS A f fQ Church 27 �3 4LJ SW 342nd Street 0 A 5 OB Ng FEDERAL WAY 0 P&R LOT NO.2 DO N 3 to 7.rl Si SW 344th St Scale:1'=200' DISTANCE FROM CENTERLINE OF HOME 21ST AVENUE SW 1 115' 2 130' 3 130' 4 100' 5 170' 6 90' 7 60' A(Removed) 75' Figure 5 B(Removed) 65' C(Removed) 70' I-5 Federal Way Park and Ride Page 25 Environmental Assessment t , Light and Glare Existing Conditions Light and glare from vehicles operating along 21 Ave. S.W. and from the adjacent residences are the dominant sources in the area. No other sources are known in the immediate vicinity. Impacts Light and glare from automobiles would increase with or without construction of the proposed project. Light from the park and ride lot and the frontage roads would create an additional impact to the surrounding area. Mitigation Illumination of the site will be engineered to produce enough lighting to address safety and security issues and at the same time to keep impacts to a minimum, while still meeting WSDOT illumination standards. Transportation Existing Conditions 21st Avenue SW 21st Avenue SW is defined by the city of Federal Way as a principal arterial. This existing street has four, 3.4 meter (11-foot) lanes along the park and ride lot frontage. A 1.2 meter(4-foot)sidewalk along the west side of the street is separated from the street by a .6 meter (2-foot) planting strip with mature deciduous trees spaced 9.1 meters (30 feet) on center. Approximately 152.4 meters (500 feet)north of the site, the road has been improved to a 5-lane section consisting of four, 3.4 meter (11-foot) lanes and a 3.7 meter (12-foot) turn lane. Several utilities, including natural gas, water, storm drainage, telephone, power, cable television, and fiber optic lines are located within this street. High voltage power lines from a local substation are located on high line poles along the east side of the street. 19th Avenue SW 19th Avenue SW is defined by the city of Federal Way as a collector arterial and has been constructed to a point approximately 152.4 meter (500 feet) north of the park and ride site.This 3-lane road was constructed to King County road standards with 3.7 meter (12-foot) lanes. This street originates at the intersection of 19th Page 26 I-5 Federal Way Park and Ride Environmental Assessment S S Avenue SW and SW 336th Street. It is planned that 19th Ave. S.W. will be built by others at a later date. SW 344th Street SW 344th Street is defined by the city of Federal Way as a minor arterial. SW 344th Street currently forms a tee intersection with 21st Avenue SW at the southwest corner of the park and ride lot. Extension of this street is anticipated with construction of the park and ride lot. Further extension east to SW Campus Drive will be constructed by future develop- ments. The existing road section west of 21st Avenue SW is two, 3.7 meter(12-foot) lanes with 2.4 meter (8-foot) gravel shoulders on each side. Traffic Volumes A traffic report including classification and accident counts was prepared for this project. The park and ride lot is expected to generate 470 afternoon peak hour outbound trips and 100 afternoon peak hour inbound trips, Figure 6 depicts the percentage of trip distribution from the park and ride lot. Existing (1994) traffic volumes, 1995 AM/PM build and no-build volumes, and 2010 build and no-build volumes are pictured in Figures 6through 14. I-5 Federal Way Park and Ride Page 27 Environmental Assessment i u) cn : 10% 5% c 10'70 < 10% - 336th Street - L t 1 o ' 5w10 /O > " •lit'_ am.V 73 c4 - I i i SW 342nd r,. ko I r I l I I5% .... Ijw N :o >.z:? N. Tr di::: <.:Vi . Y .:.:;;; ' » - i 't"" SW 34 treet >::� ;:,c.:<.;>::;«:<;>::;;::;;: Bo i .r r.r 1..�..l.r ma WI 1 1 N i i I TRAFFIC STUDY MAPS . 2 0`,'c Figure 6 Trip Distribution Page 28 1-5 Federal Way Park and Ride Environmental Assessment SW 336th Street O N 99 m ,� 143 m f 11 vN + 105 a ig51L 312 LC MC7 72 _ \ 264 4 587 (riVI. (a ui 11 --+ 237 206 Tht°1 F c Q 517 i N t0 M� SW 342,1a, 32 Street 11 A v j. Fp PATRON ACCESS r� . Ill* TRANSIT CRITICAL INTERSECTION 80 + 68 N W I o OD co SW 344th Street 0 lik „i k ,:,__, /, ____, p, TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 7 1994 EXISTING VOLUMES AM PEAKS I-5 Federal Way Park and Ride Page 29 Environmental Assessment SW 336th Street N vair 314 m igiL595mOt............. `D �+ ��196 Q �- L (.J±L86 [.. ..„,,,,,f. 472 vi ! 73 Now 0—� > i o a N � c:3 E q� 22 #SW 3 d Sneer 11 o cn �, N Fl> PATRON ACCESS o TRANSIT ACCESS ONLY CRITICAL INTERSECTION 52 + 71 SW 344th Street A z_ u t 0 iik pol 0+ __9_, j TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 8 1994 EXISTING VOLUMES PM PEAKS Page 30 I-5 Federal Way Park and Ride Environmental Assessment SW 336th Street N 101CI) .m fV 1� 46 _ 111 vNN 231 �,�� 419 i L 2 rl c3 L 73 269 + — \ + — , 599 it Ica iz; v en • + ! 77 0 c 849 0 0 0 —� > 52 - I N �� / �I Future Road I + _ (by others) SW 34 na,sbeer 33 !. rntw 35 I al i I PATRON ACCESS I �l�L • / y TRANNSRACCESS ONLY I viir —...„.....„....„....:.:.....:.:„.:.i...,:::„..„.....„.„......„....„.....„.....:„.:..... 0 CRITICAL INTERSECTION I ,. ` DETENTION WET POND Fr .` .,`. SUS ACCESS i LOAD AREA ' ow PARION6 AREA / Mir ,.....,......V.r. fil tt 22± \ \ \ \ SW 344th Street EII::I _ _ t 25 v 20 aoco c c 2 12 f-- Ilk Allk 103 # t 12� 0Iw 264 #ir __,__.+F g� w TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 9 1995 WITH PROJECT AM PEAK VOLUMES I-5 Federal Way Park and Ride Page 31 Environmental Assessment r SW 336th Street ([2) � 320 �' m v v rn 597 m � 30 L :° v 232 Q 11:212L 1237 /rn 209 2_� � 4_8 � A w ui 63 ' 91 v CO c 793 > cn oFilri 5 c -_ N N Future Road / (by others) ` SW 342,aSheer 33 rntw 35 I V, F l) PATRON ACCESS I 114 v I - rEl__ M. TRANSIT ACCESS ONLY . Q CRITICAL INTERSECTION V tr)r . ' ` ti '... .... .. .. .... ... ` , .. . ` . . . .. •, k`' :.... , , DETENTION WET POND S SUSACCESS S LOADAREA / �� PARKING AREA ' ��,,,IL � 3r 5 ' ,_. I_ Il tF, N ' uSW 344th Street N oN 614 63 + 20 121-643F 72 t mal I I/ A I I 1111 1 I III r TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 10 1995 WITH PROJECT PM PEAK VOLUMES Page 32 I-5 Federal Way Park and Ride Environmental Assessment SW 336th Street N c(:;IV........... ............................................................._LI �n 146 m � 11 4j N I N 1 07 Q J+L 31 8 rn 73 / 269 + / 599 � 48ocri 11 + / 23 00 822 o 00 ---+ ...'."% \ 52 /1N / M Future Road / (by others) SW 342�a Srre�r 33 + / / / ' V PATRON ACCESS / di , VVVV / ° - TRANSIT ACCESS ONLY r— / 0 CRITICAL INTERSECTION / re- �'`�'' ®DETENTION WET POND `.. t` / ��''. 'w„'••.,'•. BUS ACCESS i LOAD AREA / '•.`•.`'•.''•.• . rAat PARKING AREA VP ,,...„:„..::„. :::::„.„. . - , / SW 344th Street C) . """' ..... LJ t dc-4 ooh, ci, 82 ! 69 rnL___fp, °_it p, TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 11 1995 WITHOUT PARK & RIDE AM PEAK VOLUMES I-5 Federal Way Park and Ride Page 33 Environmental Assessment SW 336th Street a All � 0 NO 3Uf 320 , .rI o 597 cSvI ZOO + m'_ tcDc:2 Nle. 2M7 I 213 4 I 481 Ito F vi 39 + ' 74 cCFIo c 692 is o - 4' Q 5______i N N I ' CD Future Road �I SW av��a 22 ! (by others) Street i 11 181°," I PATRON ACCESS I AL.,__ VV I 0 TRANSIT ACCESS ONLY I 1111 .:.. ... ..._ .•. .•_ ., .... . '._.' Q CRITICAL INTERSECTION I '` DETENTION WET POND S '•`• BUS ACCESS A LOAD AREA ' �� PARSING AREA ' , ....... .. .... 4iic ...........,............ .........„............. ......„............ , Mr :::,::::„:::.::::::: ,\‘.......\\::::, ,..:.\\...„.:::. . - ' ... SW 344th Street ( :1:: u t O 01 CDi 1 1 i ci, k 53 72 w ...4 °!IF f:. f p j _i TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 12 1995 WITHOUT PARK & RIDE PM PEAK VOLUMES Page 34 I-5 Federal Way Park and Ride Environmental Assessment SW 336th Street 0 1 '------..-.... ..."47 r 215 + 537 _ li73,1",:ji; ui 54 / 101 849 _ c V I -i m 55 i I N ^ T / N In / I SW 3Q 17 ! I Future Road Not / vsr•�r 11 1018 Constructed I —i • / / i / 1 / / Future Road Not I Constructed / / / P&R not F-1> / Constructed /� i/ �� SW 344th Street — —— 0\—. cr 1 SI k 83 4 97 a,1N CRITICAL INTERSECTION TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 13 2010 - WITHOUT PROJECT I-5 Federal Way Park and Ride Page 35 Environmental Assessment SW 336th Street O N 4312 "' o C Kn 8�52 m 82 i CO C�IL 74 Q' ,,,L 1388 i 1 - s v ca N 454 215 254 � 1 waw'ii31rn � 54 4 I 114 m 12Ir I 5 cy, N 61 SW 342,Ia 17 I / Sfreet 17 a, 1 / f 1 I Elk :..:::.:::-:::::\::::.:1::::..:::::::-::::::-Zii.:::.-:::::-11:::.-..\:::i.....iii::,::::::..::::::::::-.. 1 I `. Future Road (by others) �I I I / Ei>, „ SW 344th Street 0 4 27 c rn m[0. _ 248 r cD r 280 I > PATRON ACCESS - TRANSIT ACCESS ONLY 48____4 79 _ N o 0 CRITICAL INTERSECTION 110 " DETENTION WET POND `-. sus ACMES I►LOAD AREA %OM PARKING AREA TRAFFIC STUDY MAPS FEDERAL WAY P&R LOT NO. 2 Figure 14 2010 - WITH PROJECT Page 36 1-5 Federal Way Park and Ride Environmental Assessment Traffic Accidents Accidents were obtained from the city of Federal Way for the period of 1/1/90 to 9/29/92 for the 4 impacted intersections. The SW 344th/21st Avenue S.intersection had only 4 accidents.Two were rear-end accidents, one was an angle entry accident, and one was same direction with 1 vehicle turning right and 1 moving straight. The SW 342nd/21st Avenue S. intersection had a total of 5 accidents. One was a rear-end accident, one was a fixed object accident, one was an angle entry accident, one was a side swipe, and one was a same direction accident with 1 vehicle turning left and 1 moving straight. No accident pattern or correctable measures are apparant for this intersection. The SW 336th/21st Avenue S.intersection had a total of 35 accidents. The majority of the accidents are rear-end accidents (17), which are due to heavy congestion associated with the intersection. The 19th Avenue/SW 336th intersection had a total of 19 accidents. The majority of the accidents were opposite direction accidents(10)involving vehicles attempting to turn left onto 19th Avenue and being struck by vehicles coming from the opposite direction. There were 7 rear-end accidents, one angle entry accident, and one pedestrian accident. As stated above, this intersection was signalized in the mid to late part of 1991 and since then 8 of the 10 opposite direction accidents have occurred. The analysis done for the siting study does not show any protected left turn phasing at this intersection. Conclusions The traffic volume impacts of the project on the streets and intersections in the site vicinity will be non-significant. This park and ride facility would draw patrons mostly from the residential neighborhoods to the south and west of the site; the more densely populated areas of Federal Way to the north would not likely use this facility, since the existing park and ride lot on 320th Street is more accessible from the north. By intercepting traffic at this site, traffic volumes are lowered at key area intersections and at the major arterials in Federal Way I-5 Federal Way Park and Ride Page 37 Environmental Assessment • Public Services and Utilities Existing Conditions The following utilities will be affected by this project: Federal Way Water & Sewer 33530 1st Way S. Federal Way, WA 98003 Washington Natural Gas 1210 Auburn Way N. Auburn, WA 98002 Puget Power 1414 S. 324th Street, Suite B-112 Federal Way, WA 98003 AT&T (Fiber Optic Lines) Cable Hazard Center 2535 E. 40th Avenue, Rm. C-1830 Denver, CO 80205 U.S. West (Buried Telephone) Engineering - Federal Way 300 SW 7th Street Renton, WA 98055 Viacom (Cable Television) Redmond Construction 14870 NE 95th Street Redmond, WA 98052 Impacts The project will require temporary or permanent relocation and/or extension of some utilities. Police, fire, and emergency medical service vehicles will be allowed to pass through the construction zone at all times; therefore, impacts to emergency services will be negligible. Transit Service Bus service will access the site from 21st Avenue SW and SW 344th Street. Metro has indicated a preference to perform bus loading operations from a pedestrian Page 38 I-5 Federal Way Park and Ride Environmental Assessment platform adjacent to the parking area and envisions the facility will operate as a transit center providing much needed staging space for buses. Metro anticipates the following routes will service this site: 196, 194, 173, 197, 178, 176, and 61B (Pierce Transit). Energy Energy is consumed both directly and indirectly as a result of vehicular transpor- tation. Direct consumption relates to actual fuel use. Indirect consumption in- cludes energy expended in construction and maintenance activities. Vehicle fuel consumption is directly affected by travel speeds, degree of traffic congestion, a vehicle's average fuel efficiency, and total miles driven. As congestion levels increase, traffic flow is impeded and average speeds are reduced. As vehicle speeds decrease, fuel mileage also decreases and fuel consumption increases. Construction operations and the manufacture of construction materials will con- sume energy. This will be a one-time use, which will be offset by a lower demand for energy used to maintain the facility and energy saved as a result of improved traffic flow and use of public transportation. Construction is not expected to affect the demand for existing local energy re- sources, since contractors generally furnish their own fuel and do not depend on local supplies. Economics Studies and Coordination An analysis has been made of the potential land use (including park and public recreation acreage, and farmland), economics, and relocation impacts attributable to the construction of the subject 629 stall park and ride lot within the city of Federal Way in south King County. Land Use Studies performed and coordination conducted Existing land use information for to study was derived from the design criteria, local and regional mapping, and an inspection of the proposed site and the vicinity. Additional background information was obtained from King County and city of Federal Way land use comprehensive plans and current zoning maps for the study impact area. The latest design for this facility was reviewed for consistency and compliance with current zoning. The Puget Sound Regional Council's comprehen- sive and transportation plans are currently being drafted in compliance with the state's Growth Management Act. The urban boundaries throughout the Regional I-5 Federal Way Park and Ride Page 39 Environmental Assessment Council's 4 county area have not yet been designated. Additional input was obtained from city and school district administrators. Affected Environment The principal impact area of this analysis lies within 1 mile to the west of I-5 and US 99 (referred to locally as Pacific Highway South). Existing land use in this area is predominantly single and multifamily residential. Residential densities range from 1 dwelling per 3 acres to multiple dwelling densities per acre. Commercial activity is scattered throughout the project impact area, but is generally clustered at designated intersections along principal city arterials, such as SW 336th Street and Pacific Highway South, as called for in Federal Way's city wide comprehensive plan and zoning ordinances. The proposed site for this park and ride facility is zoned single family residential. A park and ride lot is considered a "Government Facility" by the city of Federal Way and is a permitted land use. The primary land use change following the construction of this proposal would be the conversion of pasture and wooded acreage to city streets and a public park and ride lot. In addition, a low quality wetland, estimated to encompass approximately 464.5 square meters(5,000 square feet),is located in the southeast corner of the proposed park and ride facility. The wetland lies in the area where the proposed SW 344th Street easterly extension. The undeveloped parcels to the north of the Puget Power easement may include wetland area as well. This proposal calls for converting a portion of these parcels to a city street with the future extension of 19th Ave. SW. Comprehensive Planning and Zoning Impacts Comprehensive plans guide development toward a community's vision of its future. Such plans allow communities to define their goals and to map a strategy to achieve them. Zoning ordinances are enacted to map a strategy to achieve the goals, objectives, and policies defined in the comprehensive plans. Recent land use revisions and zoning changes proposed or adopted by the city of Federal Way are due to the ongoing population growth and commercial expansion this area has experienced over the past decade. Several new single family housing developments have been or are currently being constructed all around the proposed site of this park and ride facility. Land availability continues to be a primary catalyst for new growth and housing density. The proposed 629 stall park and ride lot is in response to the traffic generated by this growth. Major factors contributing to the rapid growth throughout the project impact area of Federal Way may include the availability of land; greater flexibility in land use due to fewer zoning restrictions; a more responsive environment for obtaining permit approval for both residential and commercial projects; the amenities of a semirural/suburban lifestyle relatively close to urban concentrations and employ- ment centers. Page 40 I-5 Federal Way Park and Ride Environmental Assessment Less than 5.9 hectares (14.5 acres) of right of way will need to be acquired to construct the proposed park and ride facility and accommodate the widening of 21st Avenue SW and the extension of SW 344th Street. Approximately 20 percent (1.2 hectare, [3.0 acres]) of the right of way that is to be acquired will be turned back to the city of Federal Way once the city roadway improvements have been constructed. Less than 1.6 hectares (4 acres) of open pasture, which is currently used to board horses, borders the proposed park and ride site to the southeast. Single family dwellings abound on two sides of the proposed site. To the immediate north is a church, the Evergreen Bible Chapel, and a wooded undeveloped area. Safeway, Fred Meyer, and a service station with a minimart dominate the intersection of 21st Avenue SW and SW 336th Street to the north. A new junior high school is under construction just east of the Fred Meyer site. Construction is scheduled for completion by September of 1994. Access to the school will be from 19th Avenue SW and SW 340th Street. No prime and unique farmland or existing recreation or park land would be affected by the construction of this proposal. As a result, Section 4(f) of 23 CFR 771.135 would not apply. However, partial acquisitions of varying depths will be acquired from undeveloped parcels, some of which are wooded, have wetlands on the site, or are currently being used for pasture. Construction Impacts There will be unavoidable interruptions and increased congestion along city streets and arterials within the project impact area. Motorists familiar with the neighbor- hood may use local streets through adjacent residential developments to avoid the construction area. Inconveniences to motorists and area residents will be tempo- rary. Mitigation To minimize construction related impacts,the contractor will be required to provide and comply with an approved mitigation plan during construction. Police, fire, and other emergency service providers will be advised in advance of any temporary street or lane closures. Procedures will be followed that ensure the frequency and duration of any unavoidable access interruptions to impacted neighborhoods or residential driveways will be kept to a minimum. Operational Impacts Direct land use impacts would include the conversion of residential and undevel- oped land to a public park and ride lot and an extension of the city's street system. I-5 Federal Way Park and Ride Page 41 Environmental Assessment Economic and Community Disruption This section assesses potential impacts that fall under the headings Regional and Community Growth, Employment, Property Values and Tax Revenues, Changes in Community Character, and Overall Economic Activity in an environmental impact statement. There will be no significant level of negative change in any of the above socioeco- nomic discipline areas as a direct result of this project. This analysis acknowledges the city's acceptance of a park and ride lot as a permitted land use in an area zoned single family residential. However, the presence of the proposed facility will have unavoidable negative impacts on the cohesiveness of the adjacent single family residential developments. Single family dwellings fronting 21st Avenue SW al- ready incur noise levels that exceed federal guidelines for residences. Any increase in noise levels attributable to the proposed park and ride facility would be inciden- tal. The numerous driveways along 21st Avenue SW prevent noise mitigation measures. Some deterioration in neighborhood cohesiveness, and the resulting negative economic impact this proposal will have on the resale value of single family residential properties within the immediate vicinity of the proposed park and ride facility are inevitable. Zoning aside, single family housing is not the highest and best potential use of the neighboring residential properties, particularly those parcels along 21st Avenue SW. Until the zoning is changed to multiple unit housing, or allows for some commercial business activity, the resale value of single family dwellings in the immediate area of the park and ride lot will appreciate less rapidly or possibly drop in comparison to other comparable homes in the Federal Way area. A perceived deterioration in air quality and aesthetic value of those properties near the proposed park and ride lot will also be a factor that will affect the resale of adjacent homes. Zoning and comprehensive planning amendments are starting to reflect a trend to down zone as a means of controlling the direction and density of residential and commercial growth. The few remaining isolated semirural pockets of undeveloped land will continue to disappear. Considering the level of development activity and the limited availability of land in minimal tracts of 6.1 hectares (15 acres) or more, the joint coordination by the city of Federal Way and Metro to facilitate an early acquisition of right of way is in response to the increased need for parking. Construction of the proposed park and ride lot should help to persuade employers with 100 or more workers to comply with and actively encourage other employers to participate in Washington State's Commute Trip Reduction Program. Construction of a new park and ride facility and the proposed city street improve- ments will require a minimal amount of structural demolition and subsequent new construction. This project could induce a minimal level of increased employment in the region's construction trades, and some additional demand for construction material and supplies. Restaurants, minimarts, and service stations throughout the area will most likely be the primary retail beneficiaries. Page 42 I.5 Federal Way Park and Ride Environmental Assessment • The removal of less than 5.9 hectares (14.5 acres), including 2 single family dwellings and their appurtenant outbuildings,will have a miniscule impact on King County's assessment rolls and local tax distributions within the project impact area. The public facility and infrastructure improvements proposed under this project should enhance both King County and city of Federal Way zoning and comprehen- sive planning goals and objectives. This project should have no negative impact on public facilities, whether recrea- tional, social, or service oriented. Positively, the Evergreen Bible Chapel will benefit from the additional parking the park and ride lot would provide its congregation, particularly during Sunday morning services. No Build Alternative Residential and commercial growth continues to expand throughout south King and northeast Pierce counties. State arterial and local city and county roadway traffic has increased accordingly. Consequently, a major justification for this park and ride facility and the proposed city street extensions is the need to respond to the increase in local and regional traffic this population growth has generated. The amenities of a semiurban lifestyle near essential retail and service oriented busi- nesses all within a reasonable commuting distance to major employment centers will sustain the economic vitality of this area, whether or not the proposed park and ride facility is constructed. Under a no build alternative, future growth throughout the Federal Way and northeast Tacoma areas will result in an increase in the number of vehicles, particularly those with single occupancy,using the local street and regional arterial roadway network. Consequently, traffic problems could be expected to intensify. However this will have little to no negative effect on the city of Federal Way's economy. Right of Way Acquisition and Displacement Just over 5.9 hectares (14.5 acres)would be acquired to construct the 629 stall park and ride facility and a city of Federal Way frontage street that would mitigate traffic impacts and satisfy city permit requirements. Twenty percent, or 1.2 hectare (3.0 acres), of the right of way to be acquired will be turned back to the city of Federal Way following construction of the frontage road. This turned back portion will allow WSDOT to construct the off-site city street improvements; drainage, utility exten- sions, traffic channelization, illumination, and signali7ation. Impacts Residential displacements should be limited to 2 single family dwellings. There will be no business displacements. Other residences may incur varying levels of I-5 Federal Way Park and Ride Page 43 Environmental Assessment temporary and/or permanent disruption. For example, the proposed city street realignments and extensions may require relocating private driveways. The adja- cent residential neighborhoods, particularly the 30 to 40 year old residential neighborhood to the west of 21st Avenue SW, could incur some permanent disrup- tion, such as additional traffic using these local streets to access city arterials. The wide range of homes on the market within the project impact area indicate that replacement housing should not be a problem. Mitigation Owners of any property that is acquired for right of way will be compensated at full market value. The Washington State Department of Transportation acts in full compliance with Title 8 RCW, Chapters 8.04, 8.25, and 8.26 when implementing property acquisition and relocation assistance procedures. The acquisition and relocation program will be conducted in accordance with the Uniform Relocation Assistance and Real Property Acquisitions Act of 1970, as amended. Relocation resources are available to all residential and business displaced persons without discrimination. No Build Alternative If the project is not built, there would be no need for any additional right-of-way. Consequently, there would be no structural or real property disruption or displace- ment impact on residences or undeveloped acreage. Without the proposed park and ride facility, an increasing number of single occupancy vehicles on city streets, county arterials, and state highways would be inevitable. Summation of Findings Unavoidable negative impacts within the discipline areas addressed in this study should be mitigable. None are anticipated to be of significant negative magnitude. Visual Quality A discipline study was performed by the WSDOT District 1 Landscape Architecture Office. The assessment included field inspections, a photographic and graphic analysis of existing and proposed conditions, mapping and analysis of viewsheds, examining reference materials, and communications with other staff members. The effects on visual quality were determined by comparing the exiting visual quality of the project site with the projected visual quality resulting from the build proposal for the park and ride lot. The following three criteria were analyzed: Page 44 I-5 Federal Way Park and Ride Environmental Assessment • Vividness - measures the memorability, intensity, and diversity of landscape units in relation to observer position. Intactness - measures the prominence of human-made development. Unity - measures the degree of harmony and continuity between the human- made and natural landscape. Affected Environment The project site has the visual characteristics of a rural area. The site is primarily an abandoned pasture with a mix of deciduous and evergreen trees scattered throughout. The area surrounding the site is urban in character, with a church and commercial area located to the north, and developed residential areas to the south, east, and west. Encroachment on the visual quality of the site occurs within the site from on-site residential buildings and associated outbuildings, abandoned equipment and de- bris, and fences. Utility poles and lines,luminaires, and signing along 21st Avenue S.W., and electrical transmission towers located off-site east of the site, further encroach on the visual quality. These elements reduce the visual quality of the rural character of the site. Impacts Construction The general activities of construction, including equipment, materials, signing, detours, dust, exposed soils, increased activity, traffic control,possible lighting for night construction, and construction staging areas, will introduce temporary disor- der to the view in the area of the project site. Removal of on-site buildings will create open views of the site during construction. Operation The proposed construction of the park and ride lot and extention of 344th Street S.W., will increase encroachment of human-built elements on the site and reduce the cover of surface vegetation. Encroachment will result from reflected light and glare from parked automobiles, automobile headlights, traffic signals, and on-site illumination. Interior planting islands and perimeter planting will somewhat offset the encroachment from these elements. The removal of on-site buildings and other visual clutter will simplify views of the site and improve visual unity. The rural character of the site will change to be more urban in character. The loss of natural elements within the site and the period of time needed to achieve the affect of the proposed vegetation will reduce the visual quality of the area. I-5 Federal Way Park and Ride Page 45 Environmental Assessment A small, recently formed wetland is located in the southeast corner of the site. Mitigation for this wetland will occur in the northern portion of the site. This area will be heavily planted and a more natural and rural character will be retained here. Mitigation The project's effects on visual quality will be reduced by planting within the site, minimizing disturbance to existing vegetation on the north side of the proposed lot, and visually coordinating architectural elements. Existing vegetation will be retained where possible, and planting within the site will consist of interior planting islands and perimeter plantings. These plantings will buffer glare, break up the expanse of pavement,provide human scale and natural elements within the lot, and create a visual transition into the adjacent community. Visual elements such as signs, luminaires, signals, bus shelters, and other site elements will be uniform in line,form, color, and texture, and coordinated to blend with the surrounding area and provide visual continuity and unity throughout the site. Sites of Archeological and Historical Significance An archaeological reconnaissance survey was conducted by Eastern Washington University. The survey report indicates that no prehistoric archaeological mani- festation or significant historic features were found on the site. In the event that cultural resources are discovered during construction, work will be halted and the Office of Archaeological and Historical Preservation and the Federal Highway Administration (FHWA) will be notified immediately. Hazardous Waste The Model Toxics Control Act (MCTA), RCW 70.105D,places financial responsibil- ity for cleanup of hazardous waste sites on the owner or operator of the site, unless the owner or operator had no reason to know that, at the time of acquisition, there had ever been a release or the potential for a release of any hazardous substance. However, all appropriate inquiry must have been made prior to acquisition to determine if a property had the potential for containing hazardous waste. A limited site assessment was requested by District 1 on September 24, 1993, to evaluate the possibility of gasoline contamination associated with an identified underground storage tank(UST)on parcel 1-14420. The possibility of another UST on property 1-14421 was identified during the initial investigation. Subsequently, District 1, on December 6, 1993, requested a survey of the second parcel. The site assessment was conducted by WSDOT headquarters Environmental Branch staff. Page 46 I-5 Federal Way Park and Ride Environmental Assessment Both sites are located in the northwest corner of their respective parcels. Each site consists of a home and several garages and out-buildings. The southern site has a functioning, hand operated gas pump at the northern edge of the property line. According to interviews with one of the property residents, a former owner, there is probably a tank on the northern property. Site History Both sites have a history of truck farming. Historically, the area was zoned rural. There is no record of commercial land use at either of these sites. A 1135.6 liter (300 gallon) gasoline UST was installed on the southern property in 1952. Approxi- mately 946.4 liters (250 gallons)of gasoline were delivered weekly, according to the tank installer and operator, Mr. Burrnett. In the early 1970s, delivery ceased and the owner filled the tank from barrels. The tank currently contains some gasoline, although it is no longer in use. The owner stated no gasoline was lost over the years. A second tank was confirmed to have existed on the northern property, which was also installed in 1952. The property owners of that tank experienced continual problems with leaking and abandoned the tank about 1960. Mr. Burrnett was unable to remember whether the tank had been removed. Records Review A review of applicable regulatory agency documents and lists of potential hazardous waste sites was conducted. The following documents and lists were reviewed to identify properties or facilities located in the property vicinity. Search distances from the subject property for the following lists extend to a distance of one mile, as required by the ASTM Standard Practice for Environmental Site Assessments, Phase I Environmental Site Assessment Process. U.S. EPA National Priorities List, Region 10 (06/18/93). Neither the subject property nor any property within a radius of one mile are included on the list. Washington Department of Ecology Hazardous Waste Investigation and Toxics Cleanup Program - Affected Media and Contaminants Report (10/13/93). The subject site is not on the report. Washington Department of Ecology Hazardous Waste Investigation and Toxics Cleanup Program - Hazardous Sites List (09/07/93). Neither the subject prop- erty nor any property within a radius of one mile is included on the list. Washington Department of Ecology Toxics Cleanup Program -Leaking Under- ground Storage Tank Site (LUST)List (01/19/94). Neither the subject property nor any property within a radius of one mile is included on the list. I-5 Federal Way Park and Ride Page 47 Environmental Assessment Site Investigation and Results A subsurface investigation was conducted November 12, 1993 at the southern parcel. Two borings were advanced to a depth of 1.2 meters (4 feet) and 1.4 meters (4 1/2 feet) respectively, using an AMS stainless steel hand auger. Samples were obtained with a 51 millimeters (2 inch) ID split spoon sampler at 0.8 meters (2 1/2 feet) below the surface and at the bottom of the hole, as shown in the field notes. The upper sample was taken to screen for contamination that may have been caused by spills associated with filling the tank. The bottom samples are believed to be at or below the installed tank based on interviewing the tank installer. The samples were tested for presence of gasoline contamination using the Wash- ington Total Petroleum Hydrocarbon test method HCID. All four samples tested negative. After another temporary easement was obtained by District 1, a geophysical study was conducted on the northern parcel to search for a suspected UST. The study was conducted using a Schonstedt GA52C Magnetic Locator. The entire property along the north side of the house was surveyed, to include the driveway, shrubbery area, and beside the garage and carport. There were a number of distracting materials present on the property, such as the chain link fence and reinforcement bars in the concrete wall. With such a proliferation of metal objects,the survey was complicated, and positive proof cannot be assured. The survey located a sizable mass of metal indicative of a buried small tank on the northern edge of the driveway. The surface area is now paved with asphalt; therefore, hand augering through the asphalt was not conducted. Conclusions and Recommendations Based on the interview with Mr. Burnett and the sampling results, it appears the tank on the southern parcel has not leaked. Since gasoline remains in the tank, the purchase agreement should include removal and disposal of that gasoline. If that is not a feasible option, District 1 should contract to have the tank decommis- sioned. Headquarters maintains a current listing of companies authorized to conduct UST decommissioning. The northern parcel appears to have a tank remaining in the ground. Since the interview history indicated the tank had leaked, District 1 should assume tank removal and some soil remediation will be required. It is difficult to estimate the possible extent of any contamination; however, given the size of the tank, amount of gasoline reportedly used, and the time elapsed,there is likely be 76.5 cubic meters (100 cubic yards) of contaminated soil. That amount of soil could be remediated for approximately $5000.00 plus the cost of transporting the soil. Page 48 I-5 Federal Way Park and Ride Environmental Assessment Limitations The conclusions in this report are based upon data and information obtained during site visits by WSDOT Design Office personnel, supplemented by information and data obtained and described herein. The interpretations and conclusions contained in this report are based on the expertise and experience of WSDOT Design Office personnel in conducting similar assessments, and on current regulations. WSDOT Design Office personnel have also relied upon representations and information furnished by individuals noted in the report with respect to existing operations and property conditions and the historic uses of the property, to the extent that the information obtained has not been contradicted by data obtained by other sources. Accordingly, WSDOT Design Office accepts no responsibility for any deficiency, misstatements, or inaccuracy contained in this report as a result of misstatement, omissions, misrepresentations, or fraudulent information provided by the persons interviewed. Risk of Upset The risk of upset, accidental release of hazardous substances,or explosion is always possible during construction. The Department of Transportation will implement standard construction practices and traffic control measures during construction to reduce the possibility of upset. Asbestos Prior to demolition, any structures should be surveyed for asbestos containing materials (ACMs). The District Facilities Office can perform the survey. Removal and encapsulation of ACMs will be required, in accordance with federal, state, and local regulations. I-5 Federal Way Park and Ride Page 49 Environmental Assessment 5. Comments and Coordination During the preparation of the Environmental Assessment, activities were coordi- nated with the following agencies and other entities: State Agencies Department of Fish and Wildlife Department of Natural Resources State Historic Preservation Officer Eastern Washington University Regional Agencies METRO Pierce County Transit Local Agencies city of Federal Way Other Entities U.S. Army Corps of Engineers FHWA U.S. Fish and Wildlife Services Public Involvement An open house was held on January 15, 1992 to present the preferred sites to the public for review and comment. Comments received at the open house were used as a basis for estimating public support for each site. Prior to the open house, 400 newsletters were delivered to residences and businesses in the Federal Way area. A questionnaire was distributed at the open house. The majority of people in attendance favored a park and ride lot and were in favor of site D (later expanded and renamed D'). Page 50 I-5 Federal Way Park and Ride Environmental Assessment Another open house was held on August 3, 1993. The Design Report was available for inspection at this meeting. In September 1993, a petition was received requesting that WSDOT not locate the park and ride in a residential neighborhood. The preference expressed was for "double decking" the existing 348th and 9th Avenue S.W. park and ride facility, or building anywhere other than a residential neighborhood. All those listed on the petition will receive copies of the Environmental Assessment. No other issues were raised I-5 Federal Way Park and Ride Page 51 Environmental Assessment 6. 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. DOE. 1991. Washington State Wetlands Rating System:for Western Washington. Washington State Department of Ecology. Olympia, WA. 61p. Franklin, J.F. and C.T. Dyrness. 1973. Natural Vegetation of Oregon and Wash- ington. Oregon State University Press. Corvallis, OR. 452p. FIC. 1989. Federal Manual for Identifying and Delineating Jurisdictional Wet- lands. Federal Interagency Committee for Wetland Delineation. (U.S.Army Corps of Engineers, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Serv- ice, and U.S.D.A. Soil Conservation Service). Washington, D.C. Cooperative Tech- nical Publication. Governor of the State of Washington. 1990. Executive Order EO 90-04,"Protection of Wetlands." Olympia, WA. Hitchcock, C.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. Seattle, WA. Huffman, R.T; D.R. Sanders, W.B. Parker, and S.W. Forsythe. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1. Department of the Army. King County. 1991. King County Wetlands Inventory. King County Environ- mental Division. Bellevue, WA. Reed, P.B., Jr. 1988. National list of plant species that occur in wetlands: North- west (Region 9). U.S. Fish & Wildlife Service Biological Report 88 (26.9). SCS. 1991. Hydric Soils of the United States. Soil Conservation Service, Miscel- laneous Publication No. 1491. U.S. Department of Agriculture. Snyder, D.E.; P.S. Gale and R.F. Pringle. 1973. Soil Survey of King County Area, Washington. USDA, Soil Conservation Service, in cooperation with Washington State Department of Natural Resources and Washington State University, Agri- culture Research Center. Williams, R.W.; R.M. Laramie, and J.J. Ames. 1975. A catalog of Washington streams and salmon utilization, Vol. 1. Puget Sound Region. Washington Depart- ment of Fisheries. Olympia, WA Page 52 I-5 Federal Way Park and Ride Environmental Assessment 7. BIBLIOGRAPHY Eastern Washington University July 30, 1993. A Cultural Resources Survey of SR 5:Federal Way Park &Ride Lot #2, King County, Washington KPFF Consulting Engineers (KPFF).. May 1993. Design Report,Federal Way park and ride Lot #2 KPFF Consulting Engineers (KPFF).._ May 1992. Siting Study, Federal Way park and ride Lot #2 WSDOT, District 1 Traffic. January 1992. Traffic Report, Federal Way park and ride Lot #2 WSDOT, HQ Environmental Branch. March 1994. Preliminary Site Assessment Report, Federal Way park and ride Lot #2 WSDOT, District 1 Noise Org. June 1993 Traffic Noise Analysis,Federal Way park and ride Lot #2 WSDOT, HQ Environmental Branch. July 1993. Biology/Wetland Report,Federal Way park and ride Lot #2 WSDOT, District 1 Landscape Org. September 1993 . Visual Assessment Report, Federal Way park and ride Lot #2 WSDOT, District 1 Air Quality Org. April 1993 Air Quality Report, Federal Way park and ride Lot #2 WSDOT, HQ Planning. July 1993. Socioeconomic Discipline Studies, Federal Way park and ride Lot #2 I-5 Federal Way Park and Ride Page 53 Environmental Assessment (!)• Persons with disabilities may request this information be prepared and supplied in alternate forms by calling collect (206) 664-9009; Persons with hearing imparements may call 1-800-486-8392 (TTY relay service), or 705-6980 for Olympia residents INTERSTATE 5 FEDERAL WAY PARK & LIT • f_____sor-_ __, _-___.i :_..._.„:,„2:27_4:4zyi,,,,.1 , _, 7 ___ ; , .1 ,, ] ../..„. , ' , i „Th,. . , 1\, ,\*, i 411144.L.' s1 cl=::. R••At7_ tj.7. '� ,_ ult.- 1, I,- - — 'W''-4111/'- it 1 ,,,,,.ii,f_11.2 ._ __..„.__„____ :_____ ,.:„._ _. 11 „\rf,., .4, _ ....41-1.-.% . -—__,._, - . • -:-- Response to comments from Environmental Assessment r%+ ,,,a,k- ,.r= z', 'K'a.�.3 . .rS. e 4 ,,;,z; • 7 YP.5av lms . N":-- IV Washington State Department of Transportation in cooperation with 0 U.S.Department of Transportation Federal Highway Administration ti SUPPLEMENTAL INFORMATION Federal Way Park and Ride Lot# 2 INTRODUCTION This document has been prepared to supplement the Federal Way Park and Ride Lot #2 Environmental Assessment(EA). The information contained in this document includes supplemental information, corrections to the original EA, and responses to comments received during the EA circulation . SUPPLEMENTAL INFORMATION AND ERRATA The park and ride lot configuration has been modified to avoid impacts to the wetland described in the EA as Wetland # 1. The revised configuration is included as the last page of this section, this replaces figure 3 in the EA. As a result of comments received from the circulation of the EA the following changes are incorporated into the EA: Page 4, Permits and Approvals, last paragraph, last entence: Change "Federal Way Water & Sewer District" to Lakehaven Utiltiy District. Page 6, Drainage, first paragraph: Change "The city of Federal Way.." to Portions of the city of Federal Way... Page 19, Impacts, first paragraph: Change entire paragraph to read, There are no impacts to the two wetlands that occur in the project area. Page 19, Impacts, Delete second paragraph. Page 20, beginning with "Wetland impacts will be minimized using the following measures:" delete "c" and #'s 3, 4, 5 and 6. Page 20, last paragraph, delete entire paragraph. Add, All impacts to wetland areas within the project area have been avoided. Page 38, Public Services and Utilties: Change " Federal Way Water & Sewer, 33530 1St Way S., Federal Way, WA 98003" to Lakehaven Utility District, 31627 1 st Avenue South, Federal Way, WA 98003, (206) 941-1516. Si SUPPLEMENTAL INFORMATION Rat trapping at the project site will be done prior to commencing construction. This is being done at the request of adjacent property owners. Included at the end of this section is the traffic analysis referred to in our response to the city of Federal Way ( comments 5&6, from Saeid Daniari). RESPONSE TO COMMENTS Responses are keyed to the comment letter sent by the city of Federal Way and to the letter sent by David Mossison, these were the only two comment packages received by WSDOT. RESPONSES TO THE CITY OF FEDERAL WAY Description of the proposed action a. Project is scheduled to commence construction in spring of'96. On site impacts to the wetland will be avoided by a redesign of the transit area. This should speed the Use Process III Review. b1.During preparation of our environmental documentation, WSDOT adheres to SEPA and NEPA regulations. We are intent on providing a document that satisfies both processes, in this case the environmental assessment (EA) fulfills the requirements of NEPA and SEPA, therefore we will adopt the document following WAC 197-11-630. Since WSDOT has circulated the EA we will comply by completing the form identified by WAC 197-11-965. b2.It is noted that the agency is now named, Lakehaven Utility District. All references to Federal Way water and sewer should be now known as the Lakehaven Utility District. Alternatives to the proposed action al. All perimeter and interior landscaping will be in conformance with the City standards. a2. Site plan geometrics include 8.5' x 18' standard stalls, 8' x 13' with a 2' landscape overhang compact stalls and 25.5' aisles per the pre application documents. bl. On site impacts to this wetland will be avoided by a redesign of the transit area. - b2. Noted. See page S1, Supplemental information and Errata, fourth paragraph. b3. No bike lanes are proposed for 21st Avenue SW. A request for a zoning modification will be submitted to the City during the Use Process III Review. Two bike lanes constructed to City standards are proposed for SW 344th Street. S 2 Impacts of the proposed action a. Soil Survey of King County, Soils Conservation Service and Geotechnical Report for the Federal Way Park & Ride Lot No.2, RZA AGRA, Inc., 1993. WSDOT notes that the site is located in the Hylebos Creek Drainage Basin within the greater Puget Sound Basin. b. Noted. See responses beginning on page S5, #3 Impacts of the Proposed Action, paragraph 1. c. The contractor must comply with all local, state and federal air quality laws. These laws include measures to reduce fugitive dust. • On the whole, plants are not nearly as effective as other more direct means of control for particulants (e.g., dust suppressants). Plants for landscaping need to be small to insure survival. For this reason, they have no practical value for dust mitigation. d1. The City defines a stream as "..generally consisting of a channel with a bed, banks or sides throughout substantially all its length..", this channel has none of those features. This channel conveys seasonal storm events intermittently and has no base flow. d2.WSDOT accepts your comment that the site is located in an identified aquifer recharge area as noted on the Federal Way sensitive area maps. f. Wetland description. Project will encroach into the 100' wetland setback. A wetland report to City standards will be submitted to the City for Use Process III Review. f. Wetland #2. As this project does not impact wetland #2 there is no need for discussion. The wetland is shown on the WETLAND LOCATION map on p.22 of the EA. f. Functions. Noted. f. Impacts. On site impacts to the wetland will be avoided by a redesign of the transit area. See Supplemental Information and Errata page S1, first paragraph fifth paragraph and eigth paragraph. f. Mitigation. On site impacts to the wetland will be avoided by a redesign of the transit area. Project will encroach into the 100' wetland setback. WSDOT will use Federal Way codes to mitigate for the buffer impact to wetland #1. g. Wildlife. Sequence phasing of the construction is at the contractors discretion, however, it is likely that the replacement habitat area will be worked on in a sequence that could provide habitat for the displaced wildlife. h. Fish. Water quality and release rates are such that they will not be an impact to the Hylebos Creek fish population. i. Noise. WSDOT used a higher speed to produce a worst case scenario. i. Mitigation. Vegetated buffers (perimeter and interior landscaping) will be constructed per City standards. Vegetation and perimeter landscaping are proposed for this project. WSDOT could not find an 'idling criteria' in the Federal Way Noise regulations. The identified institutions do exist but are not directly affected by the project. S 3 j. Construction noise. All variances to the city codes will be applied for in the proper manner. k. Transportation. Noted. Please refer to page S5, responses to Saeid Daniari. I. Public Services and Utilities - existing conditions. Noted: Lakehaven Utility District, 31627 1st Ave. S., Federal Way , WA 98003. (206) 941-1516. m. Studies performed and coordination conducted. The pre application site plan is not a binding site plan. The EA site plan configuration will be used for Use Process Ill Review. m. Affected Environment. All approvals from the city will be through the Use Process Ill review. m. 3rd response. This is wetland #2. There are no impacts to wetland #2, therefore there is no discussion of mitigation. Comprehensive planning and Zoning Impacts 1. Noted. 2. Noted. 3. Additional right-of-way purchases are required from 6 property owners along the east frontage of 21st Avenue SW for the roadway widening. There are no further parcels identified for park and ride development. Economic and Community Disruption Refer to page 23, Noise: Future Noise, the noise levels are quantified in this section. The complete noise evaluation is contained in the Traffic Noise Analysis, Federal Way Park and Ride Lot#2, District 1 Noise Org., June 1993. This document may be requested by contacting the Design Engineer, Susan Everett, 15700 Dayton Ave. N., P.O. Box 330310, Seattle, WA 98133-9710. Visual Quality Mitigation. The landscaping and tree retention plans will conform to city standards. 2nd response. All visual elements will conform to city standards. 1. Description of the Proposed action paragraph 1. The pre application site plan is not a binding site plan. paragraph 2. Transit loop has been eliminated. Transit entrance will be from 21st Avenue SW. Transit exit will be to SW 344th Street. Transit staging area will be designed to Metro standards. Pedestrian load/unload area is located between the parking lot and the transit area. paragraph 3. The transit entrance and exit will be via single one way driveways respectively. paragraph 4. Widening to the west of 21st would require right-of-way acquisition from 11 additional property owners and relocation of the curb, gutter, landscape S 4 strip, street trees, sidewalk and utilities. The roadway transitions (4 to 5 lanes and back) will be done utilizing a 35:1 taper. paragraph 5. Storm runoff resulting from the new impervious surfaces on 21st and 344th will be routed through the on site detention and treatment facility in conformance to city standards. The State will enter into an agreement with the city to accept this runoff. 2. Alternatives to the Proposed Action paragraph 1. Site plan geometrics include 8.5' x 18' standard stalls, 8' x 13' with a 2' landscape overhang compact stalls and 25.5' aisles per the pre application documents. paragraph 2. We agree. paragraph 3. Noted. 3. Impacts of the Proposed Action paragraph 1. A Storm Water Pollution Prevention Plan will be compiled to DOE standards for application for an NPDES stormwater permit. paragraph 2. On site detention will be used. paragraph 3. The detention facility is in conformance with City requirements. paragraph 4. On site impacts to the wetland will be avoided by a redesign of the transit area. On site subcatchment water quality treatment will be in a wetpond and biofiltration swale separate from the east offsite bypass swale. paragraph 5. The light from the luminaires will be directed downward to illuminate the park and ride lot. paragraph 6. Noted. paragraph 7. Noted. See page S1, Supplemental Information and Errata, third paragraph. paragraph 8. The traffic control plans will be included in the final contract documents to be used for the city engineering review. paragraph 9. The sidewalks along the 21st Avenue SW frontage will be extended north to the existing sidewalk at the Fred Meyer. The 21 st/344th intersection signalization will also include the construction of curb, gutter, sidewalk, curb ramps and crosswalks at the intersection corners. Pedestrians will be able to safely access the existing sidewalks along the west side of 21st Avenue SW from the park & ride. Sidewalks will also be included on both sides of the SW 344th Street extension. Comments by Saeid Daniari, city of Federal Way • 1. Enclosed is a right-of-way plan, site plan and roadway plan. 2. WSDOT is now compiling traffic information based on the 1997 projected levels of service (LOS). You may request a copy of this report from Susan Everett, Project Engineer, 15700 Dayton Ave. N., P.O. Box 330310, Seattle, WA 98133. S5 3. Affected TIP's are listed as follows: 12. Park'N Ride - 21st Ave SW at SW 344th St 48. 21st Ave SW/Dash Pt Rd - SW 356th to SW 312th Sidewalk 49. 21st Ave SW/Dash Pt Rd - SW 356th St to SW 312th 4. see #2 5&6. See attached traffic analysis. 7. see#2 8. See attached traffic analysis. WSDOT pro-rata share for the above TIP projects are as follows: -12. Total cost of engineering and construction, 48. _Sidewalks installed on east side of 21st Avenue SW from 344th Street SW to 339th Street SW, 49. Full improvements to east side of 21st Avenue SW from 346th Street SW to 339th Street SW including pavement widening, curb, gutter, landscape strip, street trees, sidewalk, illumination and property acquisition. 9. 21st Avenue SW will be widened from 4 to 5 lanes with new curb, gutter, landscape strip, street trees and sidewalk on the east side of the street. The intersection of 21st Avenue SW & 344th Street SW will be signalized and improved with curb, gutter, sidewalk, curb ramps and crosswalks. The extension of 344th Street SW will include 5 lanes, curb, gutter, landscape strip, street trees and sidewalks. New curb, gutter, landscape strip, street trees and sidewalk will be extended north from the project to match the existing improvements at the Fred Meyer. RESPONSE TO COMMENTS OF DAVID MORRISON page 1, paragraph 2: The 4.75 acre parcel is not within nor adjacent to the site plan limits of the Park & Ride configuration. This parcel currently has nearly direct access to the south from 15th Place SW, located in the plat of Parkiane Estates Division 2. There is a single 50 foot wide tract between the Parklane parcel and 15th Place SW. page 1, paragraph 3-5. A 653 foot extension of 344th Street SW beyond the SE corner of the Park & Ride to the 4.75 acre parcel is unnecessary considering how close the Parklane parcel is to 15th Place SW. page 2, paragraph 1. The City requires full width roadway improvements for 344th Street SW along the frontage of the Park & Ride site. WSDOT's obligation to the City for improving 344th Street SW ends at the SE corner of the Park & Ride lot. page 3, paragraph 4. The proposed alignment for the extension of 344th Street SW from 21st Avenue SW to Campus Drive is within the sole jurisdiction of the City of Federal Way. All local land use designations are also within the sole jurisdiction of the City of Federal Way. Any impacts to Parkiane or any other property owner resulting from the local land use and comprehensive planning efforts of the City of Federal Way is out of WSDOT control. S 6 '0?RENT OCT 1 2 19.A. 7i� Washington State • Memorandum Department of Transportation --i 2 Date: October 10, 1994 - _ . -, a From: Amir RasaieBob Cavanaugh MS 120 Phone: 440-4353 Subject: SR 5, MP 143.83, CS 1727, OL 0826, Federal Way Park&Ride Lot#2, Traffic Analysis - To: S. Everett/T. Kutrich MS 135 This memorandum is in response to your request for a revised Traffic Analysis which reflects current traffic conditions and the latest scope of the subject project. The City of Federal Way has requested the following information: 1) Submittal of a traffic analysis conducted for the development of this project for City review. 2) Signal warrant analysis for the intersection of 21st Avenue SW and SW 344th Street. • 3) Left turn storage lengths for any signal at 21st Avenue SW and SW 344th Street. A site study conducted by KPFF Consulting Engineers reviewed 16 sites for the location of a Park& Ride lot in the City of Federal Way. The study recommended that site D' be the location of the Park & Ride lot. This traffic analysis is for site D' which is located east of 21st Avenue SW, south of SW 342nd Street, and north of SW 344th Street in Federal Way. It updates the 1992 analysis performed by Denise Cieri/Don Vondran. The Park& Ride Lot will have 629 stalls, and will serve 16 bus routes. The project will widen 21st Avenue SW from a four to a five lane section, signalize the intersection of SW 344th Street with 21st Avenue SW, widen the west approach from two to three lanes, • and construct a five lane extension of SW 344th Street to the eastern limit of the Park& Ride Lot. The 19th Avenue SW alignment was moved 400' east of the site, which eliminated the construction of 19th Avenue SW from this project. No site access from 19th Avenue SW was assumed in this study. The site will access 21st Avenue SW and SW 344th Street with a transit driveway and a passenger car driveway on each. Per the earlier study by KPFF, the Park& Ride Lot is expected to generate 470 PM peak . hour outbound trips and 100 PM peak hour inbound trips. The AM peak is assumed to reverse these volumes with 100 trips out and 470 in. Also per that study, the following intersections were identified as being critical in the analysis: • SW 344th Street and 21st Avenue SW, • SW 342nd Street and 21st Avenue SW. • SW 336th Street and 21st Avenue SW, RHCFILES\WORD5to9\SR5\FWP&RTA.DOC DOT i 0o-008X • SW 336th Street and 19th Avenue SW. • Park & Ride Driveway and 21st Avenue SW. Current traffic volumes (9/94 - attached) were obtained by State personnel for the critical intersections, and a signal warrant count was obtained for the intersection of SW 344th Street and 21st Avenue SW. Projections of 1995 volumes (attached) were made based on a 2% per year growth rate per the City of Federal Way, and using the trip distribution percentages from the KPFF study. Signal 85 software was used to evaluate the Levels of Service (LOS) of the critical signalized intersections according to the principles of the 1985 Highway Capacity Manual, and HCS software used for the unsignalized intersections. The LOS are: Intersection Time 1994 1995 1995 Existing without with signal & Conditions Park & Ride Park & Ride 344th/21st AM D D A* PM F F A* 342nd/21st AM D D E PM E E E 336th/21st AM C C C PM C C D 336th/19th AM A A A PM B B B P&R Driveway AM na na E PM na na E * This LOS is based on a two phase signal with a 40 second cycle length. Three or four phases including protected left turns would give LOS B. Leaving it unsignalized would be LOS F. A future connection between SW 344th Street and Campus Drive is proposed. The effects of that connection are beyond the scope of this study, except to note that the connection may effect a redistribution of traffic away from 336th Street SW and may ease congestion on that street. Signal Warrant and Queuing: The speed study at SW 344th Street and 21st Avenue SW indicated the following percentile speeds in MPH: Direction 10th 85th 90th NB 33.03 41.18 42.45 SB 34.00 40.88 42.00 EB 32.60 42.13 42.75 The attached Signal Warrant Analysis indicated that Warrants #2, #8, #9, and #11 are met. There were four entering at angle accidents which are correctable with signalization. RHCFILES\WORD5to9\SR5\FWP&RTA.DOC SIGNAL 85 software was used to analyze the proposed signal at the intersection of SW 344th Street and 21st Avenue SW. Left turn queues are reported as 90th percentile queues by this software. For 1995 with a two phase signal they are: Direction AM Queue PM Queue NB 25' 25' SB 28' 25' EB 38' 27' WB 25' 26' Not more than two cars are expected to queue in the left turn pockets 90% of the time. Standard 100' left turn pockets should be more than adequate for the WSDOT recommended 95th percentile queues. Accident Analysis: Accident data from 1991, 1992 ,and 1993 are attached. The most frequent accident types are driveway related and rearend, indicative of this congested commercial area. No other pattern was discerned, and no additional measures are proposed in addition to the already proposed improvements. Conclusions: The critical intersections identified for study are not significantly impacted by the construction of the Park and Ride Lot, except for the positive impact of the signal construction at SW 344th Street and 21st Avenue SW. The Park and Ride Lot will produce the benefit of converting the 570 associated SOV trips to HOV transit trips at an average of 35 passengers per each of the assumed 16 buses. The Park and Ride Lot can be considered a capacity improvement for the benefit of the surrounding transportation system. Recommendations: • We recommend the construction of the Park and Ride Lot at site D' and other improvements as planned. We recommend that the signal at the improved intersection of SW 344th Street and 21st Avenue SW be two phase with provision for the addition of protected left turn phases on all approaches in the future. - If there are any questions, please contact Bob Cavanaugh at 440-4354. RHC/rhc attachments RHCFILES\WORD5to9\SR5\FWP&RTA.DOC TRIP GENERATION Metro was contacted to obtain information applicable to the proposed 800-stall park-and-ride facility. Metro has not developed specific trip generation rates for such facilities, other information pertinent to park-and-ride facility operations was provided. To estimate traffic generated by the proposed lots, the Institute of Transportation Engineers (ITE) Trip Generation (5th Edition) trip generation rates were utilized. As a check, these rates were compared to actual traffic count volumes conducted at the existing 320th Street park-and- ride facility and were found to correlate well with volumes at this lot. The resulting trip generation is shown in Table 1. Trip distribution and traffic pattern assignments were prepared individually for each of the eight sites. Table 1 Trip Generation PM Peak Hour Directional Trips Size Trip Rate Total Trips In (18%) Out (82%) 800 Stalls 0.68 trips per 550 vehicle 100 450 stall trips The same level of traffic generation was initially assumed for all sites, irrespective of location, site constraints or potential market area. Due to City reclassification site "D" now supports 800 stalls. For sites near I-5, few of these trips were considered to be new trips to the Federal Way street system. Obviously, most of the park-and-ride patrons will live in Federal Way or northeast Pierce County. Without the proposed park-and-ride lot, most of these patrons would already be on their way to the I-5 freeway to reach their ultimate destination. The likely travel patterns for each were examined on a case-by-case basis and estimates of pass-by and diverted trips made for each affected street segment. m 7 • C 1.0% Q' S% - L > 10 O L I . O • 10°Io 336th Street J ,' e Syi0% Q — X Cam•Us , Y 0 a SW 342nd r d'' i 0r - i 5%a ---------- J i . . -4 I 4 • 1<*11 I • Y A: 1 30% . - • ..„KKyy, xy S treet s _A "" ,....� SW 34' ..0 ''.-i'1` • n . •• N • 20% I Figure 2 II 4 'Federal Way Trip Distribution Park & aide ASSOCIATES. INC. • May 8. 1992 1 _ •.....n_.�. • 0:.1. 1 nl 4 71 1l.1.••v.0ec •Tr�/ . D.o�rtrrsw+c of arsvort�tio� TRAFFIC STATION SKETCH V/ C., SR c /2 MP (V) O, 00 DATE ►TION LOCATION (v i G YRJ�� ?/ �(/� r& .1 c(, 2 .75Z 1 I )RTH k I T I II I _SW 3 4-4-4— —H.� � - MARKS: V�4 Deportment of Transportation TRAFFIC STATION SKETCH c.s Y I • SR # l g MP (v)O. OO DATE iTATION LOCATION (tic- ,Sid f�} Z / .� 1 1 NORTE • \ I J I • ,° I REMARKS: �" state `►// a.o.rvn.rx d Tranapartation TRAFFIC STATION SKETCH CS V / V SR # / (V) 0. D O DATE STATION LOCATION (via ,f'R/ P.) 2/ A/6 Su/ T SuJ 216 Li' N 1 . 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Z W W¢ iiiN N S¢6 W L -= r 1S M1VS N1.1►.YY N- - - - ; iao3a wam• �- -- I1111111111 e 10-I104.40101 N. W o 1 oW34ol COMMENT LETTERS Federal Way Park and Ride Lot# 2 CITY OF • (206)661-4000 � 33530 1ST WAY SOUTH FEDERAL WAY,WA 98003-6210 January 31, 1995 RECEIVED FEB 021995 Mr. Dale Morimoto Washington State Department of Transportation E^vfo,,me MS 138 15700 Dayton Avenue North PO Box 330130 Seattle, WA 98133-9710 RE: ENVIRONMENTAL ASSESSMENT COMMENTS 21ST AVENUE PARK AND RIDE/FEDERAL WAY PARK AND RIDE #2 34220 21ST AVENUE SOUTH WEST FEDERAL WAY, WA Dear Mr. Morimoto: The City of Federal Way has reviewed the Environmental Assessment prepared for the proposed 629 stall park and ride facility at the northeast corner of 21st Avenue SW and SW 344th Street in Federal Way. The 21st Avenue Park and Ride facility is an important project to the city, and the region, as we implement Commute Trip Reduction (CTR) standards mandated by the 1993 Washington State legislature. With existing park and ride lots at capacity, the city has worked with WSDOT and METRO to provide applicable comments on the proposed park and ride facility. In August of 1994, the city conducted an informal pre-application meeting with WSDOT and METRO staff to review and comment on the proposal. Numerous pre-application comments have been incorporated in the Environmental Assessment under review. However, there remain several issues that should be addressed to provide a complete and thorough environmental analysis of the proposed facility. The following comments are based on staff review of the December 1994 Environmental Assessment sections; Federal Way staff response is in italics. Description of the Proposed Action a. Project schedule: The Environmental Assessment (EA) document states that construction of the project is scheduled to begin in the fall of 1995. Response: This project is going through the city's Use Process III which Mr. Dale Morimoto January 31, 1995 Page 2 requires approval from the Federal Way City Council prior to issuance of a grading, clearing and building permit. Time lines for Use Process III run approximately six months. Additional time should be allotted for final engineering and building plan approval. b. Permits and Approvals: 1. The document states that upon completion of the NEPA process, this document will be adopted under SEPA regulations. Response: According to WAC 197-11-610, NEPA documents may be substituted for preparing a SEPA if the requirements of 1917-11-600 and 197-11-630 are met and the federal EIS is not found inadequate. 2. The document states that service agreements with Federal Way Water and Sewer will be needed. Response: The name of this agency is now Lakehaven Utility District. Alternatives to the Proposed Action a. Zoning: 1. The document states that the Federal Way Zoning Code requires landscape buffers along the site perimeter. The size of the landscape buffers are determined by the neighboring land use. Response: Interior parking lot landscaping is required in conformance with FWCC section 22-1567. Twenty-two (22) square feet of interior parking lot landscaping per parking stall is required to be placed at the end of all rows of parking and dispersed throughout the parking lot in a manner to reduce the visual impact of the parking lot. 2. The document states that stall dimensions are (9 feet) and (8.5 feet) by (18 feet) for standard and compact stalls, respectively. Response: Compact stalls are 8.5 feet X 15 feet,full size stalls are 9 feet X 18 feet based on a twenty five foot aisle width. Vehicles may not encroach into required landscaping areas unless the landscape area is increased in width to accommodate the overhang. Wheel stops would also be suitable. b. Site D' - Preferred site: 1. Environmental and Geotechnical: The document states that a small wetland in the southeast corner of the site has been identified. "Because this Mr. Dale Morimoto January 31, 1995 Page 3 wetland has been so recently formed, it does not possess appreciable wetland functions or values. It may be possible to mitigate these conditions by altering the wetland and compensating for the wetland elsewhere." Response: The stated wetland definitions reflect Federal Way City Code. Replacement ratios vary, wetland relocation may be approved pursuant to FWCC section 22-1358, Decisional Criteria. City Use Process III with City Council approval is required for wetland relocation. 2. Drainage: See Public Works Comments on page 10.. 3. Off site improvements: Bike lanes have been omitted from this discussion and should be included. Impacts of the proposed action a. Earth: The document states that "this area is part of the Puget Sound Basin, which consists of soils that have been mapped as belonging to the Alderwood series, characterized by well drained moderately well drained gravelly sandy loams." Response: The soils mapping and preliminary soils investigation sources should be identified. The site is located in the Hylebos Creek Drainage Basin. b. Grading: see Public Works comments on page 10. c. Air quality: The document states that the project is found to conform with the purpose of the SIP and all requirements of the Clean Air Act. Response: Construction activity, especially site preparation work, will contribute to a short term increase in local suspended particulate levels. Construction activity also contributes to carbon monoxide levels through the operation of construction machinery, the use of trucks to deliver equipment and materials, and worker access to the site by automobile. The activities also involve emissions of hydrocarbons & oxides of nitrogen, potentially elevating the level of photochemical oxidants, such as ozone, in the ambient air. Compliance with local, state, and federal air quality standards provides sufficient mitigation of these potential impacts. In addition, enhancement of on- site vegetation and landscaping will provide filtering of suspended particulates. During excavation,fill, and construction phases, as part of the TESC Plan, the continued application of effective maintenance and operation procedures, and the periodic watering of the site, shall be employed to keep the generation of Mr. Dale Morimoto January 31, 1995 Page 4 dust within acceptable limits. d. Water: 1. Surface waters: The document states that there is a poorly defined channel that conveys off-site drainage across the site on the eastern portion of the property. Response: This channel should be addressed in accordance with city definitions of stream to determine if a major or minor stream exists on site. In addition, page 18 of the EA states that a small perennial stream flows through an on-site wetland. Surface water discussion should include this function. 2. Ground water: The document states that the proposed site is "not located in a designated sole source aquifer". Response: The site is located in an identified aquifer recharge area according to Federal Way Sensitive Areas map. e. Drainage: See Public Works comments on page 10. f. Wetlands: wetland description: Response: ■The wetland definition corresponds to FWCC section 22-1, Definitions: Regulated Wetland. However, wetland ratings or distinction between quality of various wetlands are not applicable under city code. • Buffer requirements which are listed in the EA Zoning section on page 6 and should be reflected in this section. Wetland #2: The document states that the project does not impact wetland #2. Response:An explanation of how this wetland will not be impacted should be provided and the location of this wetland should be clarified. Functions: In accordance with FWCC section 22-1356 (determination of wetland and regulated wetland), the document lists functions performed by both wetlands. However, it states that because of their small size, unnatural conditions, etc, they are of relatively low value. Response: This has been identified as a regulated wetland per City code by wetland specialist Susan Meyer with W&H Pacific in her Sept. 28, 1992 letter. Mr. Dale Morimoto January 31, 1995. Page 5 Impacts - The document states that wetland #1 will be impacted by filling and paving. Loss of buffer vegetation will also occur. Response: The document should state that the elimination of wetland #1 will also remove nutrient and sediment traps, and impact wildlife habitat. The impacts are based on the 100 percent removal of the wetland. Mitigation - The document states that federal and state executive orders and directives require the use of all practical measures to avoid impact and provide mitigation for any unavoidable impacts. Mitigation measures are broadly defined. Response: FWCC section 22-1358, Structures, improvements and land surface modifications within regulated wetlands, contains specific criteria for wetland relocation and mitigation, including minimum acreage replacement ratios, timing and inspections. This should be reflected in the wetland discussion. g. Wildlife The document states that reductions in existing wildlife population are expected due to the habitat lost during clearing and grading. It states that no animal population is expected to be substantially reduced. Created detention ponds, biofiltration swales, and existing vegetation will serve as habitat for the impacted wildlife. Response: The timing of the construction should be coordinated so as to provide a smooth transition from old to new habitat if studies indicate that the created habitat serves a comparable function. h. Fish The document states that neither wetland is associated with fish bearing streams or bodies of water capable of supporting fish. Response: The detention facility is proposed to empty into the Panther Lake planning area, which flows into the Hylebos Creek, which is a fish bearing stream. Noise Existing conditions - The document states that peak hour existing and future noise levels were modeled with traffic data and speeds of 40 miles per hour on 21st Avenue SW and 35 miles per hour on SW 344th Street. Mr. Dale Morimoto January 31, 1995 Page 6 Response: The posted speed limit on 21st Avenue SW is 35 miles per hour as is the speed limit on SW 344th Street. Mitigation - In the document, numerous noise mitigation measures are discussed and rejected as too costly or ineffective. No mitigation is proposed for traffic noise resulting from their operation of the park and ride. Response: Mitigation response is unacceptable. City code requires perimeter vegetative buffers with mature trees, parking lot landscaping, idling criteria for buses, etc. Please provide a response that responds to city code requirements. The document states that there are no public or non profit institutions in the area that are directly affected by the project and structural insulation is not proposed. Response: Non-profit churches are located directly north of the property and approximately 800 feet to the west. j. Construction noise The document states that noise will be generated from construction equipment. Contractors will be required to comply with all local regulations regarding noise generation. Response: FWCC section 22-1006 limits development activity or operation of heavy equipment between the hours of 8:00 pm and 7:00 am, Monday though Saturday. No development activity may occur on Sundays or holidays observed by the city of Federal Way, unless approved in writing by the Director of Community Development. k. Transportation - See Public Works comments on page 11 and 12. 1. Public Services and Utilities Existing Conditions - The document lists Federal Way Water and Sewer as a utility affected by this project. Mr. Dale Morimoto January 31, 1995 Page 7 Response: The Utility District is a separate entity from the City of Federal Way. The district is now known as Lakehaven Utility District. Their correct address is as follows: Lakehaven Utility District 31627 1 st Avenue South Federal Way, WA 98003 (206) 941-1516 m. Land Use Studies performed and coordination conducted - The document states that the latest design for the facility was reviewed for consistency and compliance with current zoning. Response: A pre-application for the project was reviewed by Federal Way's Development Review Committee in August of 1994. No formal application has been received as of this comment date. The parking lot configuration reviewed in the pre-application is different that the one depicted on page three of the FA. Affected Environment - "The proposed use is considered a government facility by the City of Federal Way and is a permitted land use." Response: The site is zoned RS 7.2 (Residential Single Family) Government facilities, permitted under FWCC section 22-645, are approved through Use Process III. The document states that undeveloped parcels to the north of the Puget Power easement may include wetland area as well. Response: This statement is in conflict with identification of wetland #2 on page 18 of the Environmental Assessment and should be clarified. In addition, wetland mitigation should be discussed in this section. Comprehensive Planning and Zoning Impacts 1. The document states that recent land use revisions and zoning changes proposed or adopted by the city of Federal Way are due to the ongoing population growth and commercial expansion this area has experienced over the past decade. Response: The City of Federal Way, incorporated on February 28, 1990, has approved one rezone since incorporation. The City's Comprehensive Plan, Mr. Dale Morimoto January 31, 1995 Page 8 adopted at incorporation, is presently being revised to conform with Washington's Growth Management Act. 2. The document states that Safeway, Fred Meyer and a service station with a mini-mart at the intersection of 21st Avenue SW and SW 336th. A junior high is scheduled for completion in 1994. Access to the school will be from 19th Avenue SW and SW 340th. Response:Albertsons Grocery is also adjacent to the aforementioned intersection. The Junior High School, combined with a city park facility, has been in operation for the past five months. Direct school access to 19th Ave SW is from SW Campus Drive. 3. The document states that "partial acquisitions of varying depths will be acquired from undeveloped parcels, some of which are wooded, have wetlands on site or are currently being used for pasture." Response: This statement should be clarified; are there additional parcels proposed for park and ride development? Economic and Community Disruption The document states that any increase in noise levels attributable to the proposed park and ride facility would be "incidental." Response: This statement should be quantified. Visual quality Mitigation - The document states that the project's effect on the visual quality will be reduced by planting within the site (interior planting islands and perimeter plantings). Existing vegetation will be retained whenever possible. Response: All aspects of the site landscaping and tree retention must conform to FWCC Article XVII, Landscaping. This site requires a Type III (Visual Buffer) ten feet in width along all property lines of this non-residential use. 13,838 square feet of interior parking lot landscaping must be provided in accordance with FWCC section 22-1567. Retention of significant trees is in conformance with FWCC sec. 22-1568, significant trees. The document states that visual elements such as signs, luminaries, etc. will be uniform in line, form, color and texture. Mr. Dale Morimoto January 31, 1995 Page 9 Response:Any signage require a separate permit from the city of Federal Way in confornance with FWCC article XVIII. The sign category for this use is B which permits wall mounted, marquee and pedestal signs. Any other uses (espresso carts, drycleaners, etc) require accessory use permits and city business registration. The following comments are from the Senior Development Engineer. Ron Garrow, with the Public Works Division. • 1. Description of the Proposed Action The site plan for the proposed facility has been modified significantly from that originally proposed in the pre-application of August 18, 1994. On-site changes include reorientation of the stalls and drive aisles, relocation of the access points into the site off of 21st Ave. SW and SW 344th Street, layout of the detention ponds and biofiltration swale, and other miscellaneous items. Regarding the layout, the provision of a looped system along the east side of the site appears to be excessive. By providing an entrance off of 21st Ave. SW and an exit onto SW 344th Street, all the necessary circulation is provided. There is redundancy in the second lane along the east property line. Providing one lane for the buses should be adequate for staging. Only 7 routes are being served and buses for all of them will probably not be present at the same time. Clockwise circulation around the site will also avoid having pedestrians cross the bus lane to board or get to their cars. Access for the bus loop will be restricted to one driveway onto SW 344th Street since the current configuration does not meet City of Federal Way code requirements for minimum 150 feet of separation. Because this street is to be classified as an arterial, further restriction on access onto the street may be imposed in the future when the street is connected to the diagonal parkway or SW Campus Drive. The text indicates that the widening of 21st Ave. SW, as required to provide a safe left turn lane into the site, will be all on the east side of the site. This will result in a misalignment with the existing 5-lane street improvements to the north. Widening should be done equally on both sides of the current street centerline. The description of the work to be done does not include the installation of storm water treatment systems. To cover this and any other items, the comment should be made that the on-site construction shall be in conformance with the code requirements of the City of Federal Way. Mr. Dale Morimoto January 31, 1995 Page 10 2. Alternatives to the Proposed Action Under the section on Zoning, the parking stall dimensions are noted as being 9'x18' and 8.5'x18' for standard and compact stalls, respectively. In actuality, the width of the stall is predicated upon the width of the drive aisle along which the stall is located. For a 25-foot wide drive aisle, the stall widths are correct. Also, compact stalls can be constructed to 15 feet in length. Under the section on Drainage, the reference to the Basin Plan is incorrect. Portions of the City lie within sensitive drainage basins. Code required mitigation of impacts caused by developments in these basins is supplemented by the recommendations in the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound. Under the section on Off-Site Improvements, the applicant states that the city has not yet enforced a latecomer's agreement. In actuality, the city has not been presented with a request for implementation of a latecomer's agreement on any project. Also, regarding the contributions to mitigate off-site impacts, a pro-rata basis is used on traffic related improvement projects located beyond the site frontage limits and listed on the City's Transportation Improvement Program. They are not used on frontage improvements that must be installed as required by code. 3. Impacts of the Proposed Action Under the section on Grading, the applicant will need to submit a Temporary Erosion/Sedimentation Control (TESC) Plan to the City of Federal Way for review and approval as part of the building permit application process. Methods to be used should comply with the city's storm drainage design manual or the DOE's design manual, whichever is more stringent. Under the section on Drainage, the applicant has indicated that if the Panther Lake project does proceed, the on-site detention may not be required. The Panther Lake improvement project has been completed. Should the applicant wish to eliminate the requirement for detention by utilizing the lake for their runoff control, the applicant will need to pay the City of Federal Way a pro-rata share to the development of Panther Lake in the amount of $1,800.00 per grass site square footage, and to the development of the PAN-3 storm drain project in the amount of$1,945.00 per gross site square footage. The applicant will also need to conduct a Level 2 downstream analysis of the conveyance system from the site to Panther Lake. In the event that any conveyance deficiencies are noted for the 25-year storm event with the Park & Ride site in a developed condition, the system will need to be upgraded in those areas that are deficient to provide for adequate conveyance. Upgrades will need to be made to the system to a size capable of conveying the runoff from the entire Mr. Dale Morimoto January 31, 1995 Page 11 upstream basin in a developed condition. Mitigation for storm water discharges from the site should include conforming with the recommendations of the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound. More specifically, if on-site detention is proposed in lieu of using Panther Lake, the system should be sized in accordance with recommendation BW-2 which requires the pond capacity and runoff rate to be calculated using a 7-day event instead of the standard 24-hour event specified in the King County Surface Water Design Manual, the City's adopted design manual. A 30% factor of safety need not be used with the 7-day event. Regarding the mitigation measures proposed for the wetlands, the applicant suggests that the measures be located in the landscaped vegetated swale that will meander along the eastern boundary of the park and ride lot. Placement of compensating wetlands in the main drainage corridor may restrict the Public Works department from properly maintaining the swale for proper conveyance. If any wetlands are to be relocated, the location should be off the main drainage corridor. This drainage course is not to be used for water quality treatment for the runoff from the street or parking lot. Separate facilities will be required for this function per the city's code and design manual. Under the section of Light and Glare, the applicant should mitigate the impacts of lighting by hooding any parking lot lighting, directing the light down and not off the site. Regarding comments made in the Traffic Section, 19th Ave. is planned to be extended southward from its current terminus at SW 340th Street to SW 344th Street as development occurs in that corridor. Construction will be by developer extension. Should the WSDOT plan to expand their park & ride facility and that expansion fronts onto the proposed alignment of 19th Ave. SW, WSDOT would be required to extend that portion that would front on the site. Under the section on Public Services and Utilities, Federal Way Water & Sewer should be changed to Lakehaven Utility District. Regarding the mitigation with respect to construction impacts, the applicant will be required to submit a traffic control plan related to any roadway widening and intersection work on 21st Ave. SW. This plan will need to be submitted, reviewed and approved before any permitting is granted for right-of-way work. In conclusion, the installation of a Park & Ride lot at this location will result in local residents walking to the site. The accessibility of the pedestrians to the site (availability of sidewalks) must be assessed for a reasonable distance away from the site along 21st Ave. SW, SW 344th Street, and other nearby local streets. Installation of sidewalks beyond the Mr. Dale Morimoto January 31, 1995 Page 12 site may be required. The following comments on the transportation section of the environmental assessment report are from the city Traffic Engineer. Saeid Daniari. 1. A scaled site plan should be provided showing the right-of-way, driveway spacing, driveway widths, and roadway/driveway turning radii. 2. Levels of service should be analyzed for the existing conditions during the AM and PM peak periods at all study intersections and roadway midblocks on SW Campus Drive, SW 336th Street, and 21st Avenue SW. 3. Planned improvements listed as TIP projects should be identified. 4. Levels of service should be analyzed for the 1997-Without-Project conditions during the AM and PM peak periods at all study intersections and roadway midblocks on SW Campus Drive, SW 336th Street, and 21st Avenue SW. 5. Project trip generation methodology should be identified and the daily, AM peak, and PM peak project volumes should be quantified as total trips and inbound/outbound splits. 6. Based on the most current TIP for Federal Way, the proposed diagonal roadway between SW Campus Drive and SW 344th Street is not anticipated to be in place by 1997, the proposed Park & Ride Lot #2 target completion year. Therefore, project trips should be distributed and assigned to the existing roadway system without this proposed diagonal roadway. A separate figure should be provided showing project traffic assignment to intersections and driveways. 7. Levels of service should be analyzed for the 1997-With-Project conditions during the AM and PM peak periods at all study intersections, project driveways, and roadway midblocks on SW Campus Drive, SW 336th Street, and 21st Avenue SW. 8. Mitigation measures required to improve levels of service to acceptable levels should be identified. Furthermore, pro-rata share contributions to TIP projects should be - calculated. 9. Any other off-site improvements necessary to provide a safer and more efficient traffic operation should be identified. Mr. Dale Morimoto January 31, 1995 Page 13 Conclusions The above comment areas are in need of additional analysis to ensure that if potential adverse impacts occur, they are properly mitigated. The City of Federal Way is available to meet with WSDOT staff to respond to questions about the comments. The City requests the opportunity to review WSDOT's response to the City comments before completion of the NEPA process. Thank you for the opportunity to comment on this Environmental Assessment. I look forward to working with you. If you have any questions, please contact me at 661-4103. Sincerely, /0.1/6 Deb Barker Associate Planner c: Greg Fewins, Senior Environmental Planner Ron Garrow, Senior Review Engineer Saeid Daniari, Traffic Engineer preapplA21 parkrdhcomment.ttr RECEIVI FEB 13 1995 PARKLANE February 6 , 1995 Eaf:yttitl�jrW iDOT YxoS ParkLane Executive Center Mr. Dale Miromoto 31620-23rd Avenue South Washington State Dept. of Transportation MS 138 15700 Dayton Ave. N. Federal Way,Washington 98003 P. 0. Box 330130 Telephone:(206)946-3652 Seattle, WA 98133-9710 Fax:(206)946-3580 RE: Environmental Assessment Federal Way Park and Ride Lot 2 Dear Mr. Miromoto: We own 4. 75 acres of land , adjacent to the 14. 69 acres of land we sold to W.S.D.O.T. in December 1993 , as the proposed site for the proposed lot #2 Park and Ride in Federal Way. (see map attached) At the time of the sale, we offered the contiguous 4. 75 acres for sale to W.S. D.O.T. at the same price and terms as the 14. 69 acres, but were advised that the 4. 75 acres was not required. As the 4. 75 acres parcel does not have access , we were concerned that selling the 14. 69 acres without the 4. 75 acres would leave this parcel " land-locked" . We did receive assurance and a commitment from Mr. John Villager that in the planning and development process, W.S. D.O.T. would not leave us and other adjacent property owners "Land-locked" . Please find a copy of Mr. Villager's letter of May 19 , 1993 hereto attached. The parcel of land we sold W.S.D.O.T. is rectangular in shape with 492 feet fronting 21st Ave. , and 1313 feet deep from 21st Ave. east to our contiguous 4. 75 acres. Therefore, S.W. 344th would have to be extended 1313 feet east of 21st Ave. to provide our 4. 75 acre parcel access and egress to and from 21st Ave . On page 10 of the assessment the statement is made that: "Additional off-site improvements include the 201 . 2 Meter (660-foot) extension of a 5 lane section of S.W. 344th Street from 21st Ave. S.W. to the east. " A 660 foot extension of S.W. 344th would leave an additional ( 1313 ' - 660' ) = 653 feet between the proposed termination of the extension of S. . 344th and our 4. 75 acres, still leaving us " land-locked" . Regarding the cost of developing the S.W. 344th extension , page 6 of the Assessment states: "The city of Federal Way ordinances call for full-width improvements on frontage roads . The city recognizes a latecomers' agreement that allows future reimbursement from other developments with common frontage; however the city has not yet enforced this agreement. " We are committed to quality,value and service to girelexceed our customers' dreams and their expectations. 2 W.S. D.O.T. was aware of the city 's requirement to make S.W. 344th a 100 foot wide arterial , and by ordinance that full interior improvements would be required for the full width of the arterial , the entire depth of the development site, prior to negotiating and acquiring our property. In fact W.S.D.O.T. paid us considerably less than we felt was a fair market value, only after a full feasibility review and assessment by W. S. D.O.T. staff and consultants. The lower land value paid off-sets the higher cost of extending the arterial to our 4. 75 acres. On page 27 of the assessment, the statement is made: "Extension of the street S.W. 344th is anticipated with construction of the Park and Ride lot. Further extensions east to Campus Drive will be construction by future development" To honor W.S. D.O.T. 's commitment as stated by John Villager, this statement needs to be revised to read: "S.W. 344th will be extended as a major arterial from 21st Ave. S.W. through the Park and Ride site to the common boundaries of adjacent property owners. " This revision would then make accurate the statement made on page 12 that, with respect to the extension of S.W. 344th: "All impacts within site D have been assessed and mitigated in concurrence with the governing jurisdiction. " With regard to compatible land uses and the impact of the development of a Park and Ride adjacent to single family housing, the environmental assessment advises on page 42 : "This analysis acknowledges the city's acceptance of a Park and Ride lot as a permitted land use in an area zoned single family residential . However, the presence of the proposed facility will have unavoidable negative impacts on the cohesiveness of the adjacent single family residential developments. " . . . "Some deterioration in neighborhood cohesiveness and the resulting negative economic impact their proposal will have on the resale value of single family residents properties within the immediate vicinity of the proposed Park and Ride facility are inevitable. Zoning • aside, single family housing is not the highest and best potential use of the neighboring residential properties, particularly those parcels along 21st Ave. S.W. Until the zoning is changed to multiple unit housing or allows for some commercial business activity, the resale value of 3 single family dwellings in the immediate area of the Park and Ride lot will appreciate less rapidly or possibly drop in comparison to other comparable homes in the Federal Way area. A perceived deterioration in air quality and aesthetic value of those properties near the proposed Park and Ride lot will also be a factor that will affect the resale of adjacent homes . " The 14. 69 acres purchased by W. S. D.O.T. and our remaining 4. 75 acres are zoned single family residential . We assembled these two parcels to create a single family development of 80 lots, when the properties were still within unincorporated King County, see plan "A" attached. When the City incorporated , the City proposed that extension of S.W. 344th from 21st Ave. to Campus Drive, be a 100 ' wide arterial . We then proposed a smaller lot subdivision of 95 single family lots to off-set the higher cost and impact of the required arterial . Now the proposed alignment of S.W. 344th bisects our 4. 75 acres in half, rendering it too small and severely impacted by traffic to be suitable or desirable for a single family development. The City is currently analyzing the impact of the requirements of the Growth Management Act and are in the process of preparing a new Community Plan which should identify areas where higher density housing and mixed use developments could occur. The area east of W. S.D.O.T. 's proposed Park and Ride has been maintained in relatively large vacant parcels of land , due primarily to the lack of a gravity sanitary sewer system in the area. This area would support a new "urban village" with a mixture of land uses and residential densities. A new Urban Village in this area adjacent to the Park and Ride and a new arterial 344th , would provide much of the required additional growth sharing as proposed within the Growth Management Act, without getting existing homeowners upset over the prospect of having high density housing as immediate neighbors . I believe it would be very helpful if not a statuary requirement that you address alternative adjacent land uses as an issue in your environmental assessment, and describe some of the benefits of having higher density housing , or other more compatible land uses , adjacent to a Park and Ride facility. In conclusion, please let me advise that having assembled 19 .4 acres for a new single family neighborhood, and being left with only 4. 75 acres next to a proposed Park and Ride, with a proposed 100 foot wide arterial bisecting this small site in two, we do feel damaged. Unless the future land use designation of our remaining 4. 75 acres changes from a single family to a higher density use, we will suffer economic hardship and damages by being adjacent to a proposed Park and Ride, and we will be again asking that W. S . D.O. T. acquire our remaining parcel . 4 Please let me remind you of W. S. D.O.T. 's policy, as W.S.D.O.T. representatives reminded me when W. S . D.O.T. acquired only a portion of our property, and as clearly stated on page 4 of W.S. D.O.T. 's "Highway Property Needs and You" which states: "In addition to paying you the fair market value for the property needed for the highway , you are also to be paid for loss in fair market value (damages) to the remainder of your land. If the portion that remains should be of such a size and shape so to have little and no value or utility, the state will offer to purchase it from you . " We ask that in completing your site planning and environmental assessment, that you address the access and servicing needs of adjacent properties such as ours; and recommend to the city alternative future land uses for adjacent land that will be compatible and not create loss of property value to adjacent properties . We look forward to your response to our concerns. Sincerely, David Morrison General Manager DWM: bas cc: Mr. Don Willis - W.S.D.O.T. Mr. John Villager, P.E. - W.S .D.O.T. Mr. Greg Fewins - City of Federal Way, Environmental Issues Ms. Debbie Parker - City of Federal Way, Planning Mr. Saeid Danieri - City of Federal Way, Traffic/Public Works Mr. Larry Springer - City of Federal Way, Long Range Community Planner \ & "K$N,z. v:"., • i \\\4:(1) 0,$). \.‘11 I.. .'. Iii . ti- 71 \pJ J TA i+ 1 ti d a) ui �r :. m d y,© y- "� o d . •�Di J cJ t �\--• i q\ 1JJ. r LI a-, Q 15 h� - ♦♦ A i. �j \ La_ 0 c0 •••• \ 11 \ i j ... -.',/atit, ,,s v \ i tk "'g —••.:3 I 010 44.*\-' : :LI .1str:'`\ S1a NISI.' . ;La I . . cr rn 21r nC __ 3 ;•. • ( t ®� •1 nNI\ M 00i a .N• N r 4J 11 �„ t 1 if, fYft of __-- ` _ " IN id NISI 'VS A ,.....--:::::----. a :roll ow • - 1 . Le: a•1 MIS S 1 iir i.7 • • •— i►/�uWv'- tiff• Sf: I ic5f1 ea ii 1 \ HO ' e0O VO 7.® q® 1 Y. 1 1il 11 i `1 N d N. ••-• •ticii{E) •' -. —t:t•.. 0 or. "- it i[yVy\\ 1 1� J I li 4 ® �` ' r�-OI gi(y/ .n tAY\ -1 IN QI • N.l�ip5 _.ii •IY Vl K s o 1r Si . ;11 - `�' Sr ?i 1-` `�_L:_Ii_ OG 1,.. `) oVG c o .�-•- • -. ---•,--... 1 :z "�� zi cQZ {r I • . .I 10 ! i, CO i O It OL % C It —�- a 8 I ra® t, �© 1='- ti N ,I y IN ,.,it L O Ind,,,1 I -r., ii I�ro IYI: 411 A tag gal Srtar L('i91 I ;ff'tr qh �f b ill - _a.r•- iron - ', I $ 2 s s 1SIZ �. � - I.l0i G SL sl CC P 3 LOY01r 1iti q Milt:/ len& I 1 0! 1 ♦(��...11 f I I 1 Q 3 tp+ CI iI ' 1 t .ih L-iv1U w . nutiC.JUIV I tL;1—LUO—(LU-4U4J rep U . . 9� LJ JU IVO .UU'L f': 13 • 171 Washington State District 1 Department of Transportation '03 Dayton Avenue�crtn Dunn,aervntsoa 1.S 7 Box 330310 Secretary of Transportation S:atUo,YdA 98133 9710 f2v5)440-4000 RECEIVED May 19, 1993 ------------- Mr.David W. Morrison Parklane 31620-23rd Avenue South .98Q113"` am: RE: Federal Way Park and Ride Lot No.2 Dear David: Thank you for your letters of April 27 and 28,requesting further information and clarification of tissues concerning your property located in the vicinity of 21st Avenue S.W. and S.W.344th Street Roger del Moral,Bill Null,Joslyn Slaughter and Lee Boylan met at the site May 13th to determine the extent of the wetlands. Bill and Rogcr arc in agreement that further shallow(18")soil tests are required to delineate the existing wetland. Initial investigation indicates the area is much reduced from Bill's April exploration;however,it is larger than Roger's report indicated. The City of Federal Way,through the Public Works Director, supports the align- ment of 19th Avenue S.W.in pnncipaL However,formal approval would only be acheived by an application to develop the park and ride lot. The Department of Transportation(DOT) will not process a short plat to gain ownership of property shown on a DOT right of way plan. The DOT normally takes title by warranty deed with a description of the parcel. Should we acquire the property,we would be required by the city through the permit process to construct 19th Avenue S.W.and S.W.344th Street. Our intent would be to not"land lock"either you or adjacent property owners. Sincerely, • i. 1c John A.Villager P.E. Assistant Project Development Engineer HOV LBrb DAVID W. MORRISON TEL:1-206-720-4045 Feb 05.95 23:30 No.002 P.12 6, 6 t..,k.: ..' r -N. • . ., , s•-: Ns Ns s•s- !II ... -sa ."-.' •:3' _—.EZ . !=s7 1 ti I - 1- - • z's-: -.. . • . tivp,.:....,- -j.I .ci; .... ! ;1 ! . , i_ ,........ ......rrc___p. %.. -%. , ....._ 1-.._ -%....-- ...:. N,...."0 — ..... ..., ..., ... %,•-• , / . . . .,:,. Lk - __------ ------ -k k. . xl 1 \-- i _. . , .-.. cl) 4 1 'it - • . . . MS 317N3A V ill 61 •R•1 vil \ ..... . .... .... 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A*----:*-----:--.1.--__...._...._ _. _• .- I RECEIVES JAN 0 6 1995 ••-; t !SA 41( Apo., _ PM W500 i a :; SS �EwonweMltSoecw so.sces J A 1`', ate Qn .. t r75 , 327 5 7c o .�c yam,azie,itu.e4G f 0 4%4 33 C 1 3d' C /9- 1 (/33- ?7/d 91 ps 1991 ice ..... i F c]fe&L.L:')-te,t4-I'C ee, 1 ' cr„,C - my jvr i u -7aC-- CONSTRUCTION PLANS w12 FOR - cf IP Sc / , Ww 19TH-21ST AVENUE S.W. SEWER TRUNK EXTENSION N Q w I zo 1 Q U (f) '‘e 288TH SY 1 co ��• F y LAI�EHAVEN UTILITY DISTRICT i 4� I s"4 - S RICT , n 31627 1ST AVENUE SOUTH S �'� 1 FEDERAL WAY, WA. 98003 I. 1 Q s 308TH J C ' " PH.: 253 941-1 ,` ti�J S 3,2TH sr 516 JOB NO.: DP98403400 a. a. S 316TH ST \' 317TH 3 S' ' 320� �` N ;. x SHEET INDEX / , a �f 320TH �A . p , , S 321 ST S 1. COVI3R,INDEX AND VICINITY MAP TI - 1 ' �► 4 2. 3 MAP KEY MAP AND LEGEND {Ek EZI .�/ 3. SANITARY SEWER PLAN AND PROFILE-STA.10+00.00 TO 18+40.00 P O�r sw 33mH sr` 4. SANITARY SEWER PLAN AND PROFILE-STA.18+40.00 TO 30+00.00 t2 1. 5. SANITARY SEWER PLAN AND PROFILE-STA.30+00.00 TO 40+37.03 6. SANITARY SEWER PLAN AND PROFILE-STA.40+37.03 TO 50+74.04 sw 33grH sr11110____. 11gOli A\ 17. SANITARY SEWER STANDARD DETAILS ' ,TH ST _ sw 34otH 8. SANITARY SEWER NEW MANHOLES PLAN VIEW szHo sr9. SANITARY SEWER MISCI2LI�►1VFAUS DETAIIS V 3un1 sr n 10.SANITARY SEWER DBTAIIS a � fro/01I'l J \ 11.SANITARY SEWER PUMP STATION#28 ABANDONMENT AND REMOVAL / 12.SANITARY SEWER TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS N ., " i"7 13.SANITARY SEWER TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS < ti , �9� I O sw •TH ST C a S WARNING: H U m s ST ow al elala THE KNOWN UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. 'o' ' 47 ' ' A # DEPTH UNKNOWN. CALL 1-800-424-5555 FOR LOCATES. A z I� O CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT g �oOG CO&A, / . /� ' PRECONSTRUCTION/INSPECTION NOTIFICATION PHONE aP, g iO S 'l j� z Wk NUMBER(206)661-4131 Pm I � a CITY OF TACOMA i WORK WITH THE CITY OF FEDERAL WAY PUBLIC ROADS x y RIGHT-OF-WAY IS RESTRICTED TO BETWEEN 8:30AM-3:30PM itv MONDAY THROUGH FRIDAY. SEE SPECIFICATIONS FOR f -- -) i ADDTITONAL DETAILS. RECEIVED BY & g 1 WORK WITHIN THE BONNEVILLE/PUGET SOUND ENERGY COMMUNITY DEVELOPMENT DEPAMENT g $ TRANSMISSION RIGHT-OF-WAY MUST IN ACCORDANCE VICINITY MAP WITH THE CONSENT TO USE AGREEMENTS CONTAINED IN THE SPECIFICATIONS. BOTH AGENCIES MUST BB S E P 0 3 1999 1 (NOT TO SCALE) CONTACTED 48 HOURS PRIOR TO THE START OF CONSTRUCTION WITHIN THEIR REPSECFIVE EASEMENTS. of 13 PORTIONS OF THE N.E.&S.E. 1/4 SECTION 24,TWN.21N.,ROE.3E.,W.M. 1 r2 § S.V. 336TH ST. a.. 2 Th 1 - 0 $ _ �, cam ; ; _ Tf., I LEGEND j, �* �`� k•y DESCRIPTION H PROPOSED EXISTING pg �.t_` �}17 • C"Irik, ,gym_.w j€i ti t` - ('/�� --kr r 1 - ; , ., 4 ! } 0 SANTIARY SEWER MANHOLE N ,y+ 44 sV Tti r r I , an SANITARY 3 LINE SEWER r 11 �' t 'I r' O* EXISTING TREE r I y x. r `wit ` ® EXISTING WATER METER sY 3, rrcttnte ill Pi y ` }, T 1 f' .. GATE VALUE � e1 �M N Sw 340T}I T TQW EXISTING TELEPHONE RISER W g u E z CON ►aCI 1Xj`4 /�' �, s.: s4Ai`i`I{(7 #I a 7t r ( Q is & (]B ' '1 ` , a EXISTING UTILITY POLE x x • t Y j 3 sips, #2 C EXISTING UTILITY POLE ANCHOR S - & „ ' - ice" ^r•.n' m 4.I .. pEXISTNG POWER VAULT a r �_.?r to SIGNPOST s� rc c. E U EXISTING HYDRANT 1P" • l , ;.- "�`)--'•.�� • •- P O STORM DRAINAGE MANHOLE '; i i L ® EXISTING MONUMENT a : Y- I yiMAT�iO4 # �T aPK' EXISTING FENCE �� —f s `. $ LI' {: r t rt.'+�' iLtr, - :- T , — EXISTIIgiGCONTOUR 4 I ` •Prr( - #9 r, t _ ,t . � ;i(f 1 NATURAL g j GAS LINE — r .. gam �{ i E.<,/ r •• .#g e `'- 4 r \,, 1 ® ELEC RICAL PEDESTAL .. .0, ,. blAa. t ,a,,.� _ _-; , - F. `fir;1(/`\` ,`� !r l I I I EXISTING WETLAND .: -a - --�-.�mac.r .r ^t: 410 J� i.-/ _ ff(I / Vs:2 I iY • yp •�• EXISTING WETLAND BUFFER , 1' ,��: itiu , ,. / ti j j -1 j,` t `-r'-'" / :. 1 r1. 11 9 • :f 13 hives i u �" C #[I ; , ' . TO EXISTING TELEPHONE MANHOLE�#J2__ �x � „ i A EXISTING TRANSFORMER e�cwee#ts �! " r , ,lr # ' 4 ? o EXISTING MAIL BOX r.� h „f ;... q - ��" 1,04 T a q SCALE: 60♦0'� EXISTING OVERHEAD POWER �J., J , T •'t ( . � \F d i �. I neY E Y•YS f L 1 - CONTOUR OU1\INTERVAL:ERVAL S • o-,._.. 1 x.: ! ( I � , °` HOR DATUMN: CI1 Y OF FEDERAL WAY — EXISTING BURIED TELEPHONE ' STglAiitiGl!'#1. 1, t: 'Hilt VERTICAL DATUIrIIv: NGVD 29 .,,,,t,,, 1• s I _ 1 _ y — EXISTING OVERHEAD TELEPHONE y M 1 _r k �" — . EXISTING BURIED POWER m ��._ s�F .LAiI #IU�1� kt11 a ,( � a fl..-•12 ,.."!----irr,t- ,,,,,,,-,-e!,„,.i I I 1 E ',r EXISTING DRAINAGE E iti �� 11 -,4I ` a� .�4 - .''..:-1-fi--r-II' -1_._.1 2 . A J r II?' ` ' j I EXISTING WATERLINE $� '� pp � p� fp r ,, 1iJ- I. L Et' L _ SS ,1 f -_._i _. _... f r ..._ ! y �i Jc 7 _ i ,ply t 4 ,O 1 r-t.ft-,- „ditcl] 1'••=-7---•-s*.i.0.0.#114-.7:,, :ii, -', - :',,.,z,f:•••.5!!..f,]Ify: to, '0 -1 A ),.)---.'_ ',,,-i>'--;;,%-_!''),"-4 t,17'. '!,': I fill om '� -� SHEET KEY MAP 2 of 13 e ``•el t I d m I l i 1 • a,7 I -• ` CLEARING UMI . xi 1 I1 1 1 cM � 1 J \ ' 0 1 PORTION OF THE S.E. 1/4 SECTION 24, TNN. 21N., ROE. 3E.. W.M. r A t4S 1 1. Ve °A m 1 1 .•. 00 \ . :, m ,1 1 1 1 . \ \ ' c 1 Y 1g i Z 1 m. o ��. 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L 1s ( 3' STA 42+92.35 F I STA 4 +51.99 o ' �t- c„1 .r�� b 4' .. r P N 4 `A- SSMH # 19 EXISTING o . r 16 EXISTING STit A a4. 01.87 CONSTRUCTI e• EASEMENT 9 �,P��a ��P $ o STA 4 +18.36- I ,T) i 10 _, 42.80' R/W STA 4 +80.87 ZQ�e `�� v CL ARIN� 115��x I �� r...--1 1_ _� a W 3.7 W -- inr.-!,ar•---I�.:r'- at,'� ..�,...JT..., ie'ei107�rt - sir-.• Y s:✓�ir� ^�- "`"' �1 r• y 5.O .:ate��•- ;.f�:��Iaw.1s,��:ima.G.i J!•._ .a =.. .... d.,.---'+�� ":?'s'�'_' _ _ _ i g W r � "i.n.r..i-r.mar.- _ ten' - �.,.� .., � ... �" , v i _ _ _ „ ,' _ _ _ S00'00_26"E _ r 3 1 : I R 5 Rc -"- -7/-41111 659.81' 'a `^ ® _ �. � - -' 21ST AVENUE SW - ` _ 11`'�70 LF. 30" . • SING Y Y +emu -T 20.00'PERMANENT EASEMENT TOGETHER 'Al �j ` , ; �, I��< ,� �� - ��' C A EACH SOFTETEMPORARY EASEMENT- DAEN' . 111 �p. EACH SIDE OF THE PERMANENT EASEMENT ,01 , ta R„ .EEXISTING P.S. WETWELL # 20 STA.58+74.04 STA50+62.36 SSMH 0 17 EXISTING SSMH # 19 EXISTING 6 SSMH 16 EXISTING 9 I 375.0 STA 4 +01.87 STA 4 +80.87 SSST�MH +15 + . RIM370.57 RIM 373.02 -1 RIM 368.38 INVERT (S) 356.16-10" EXIST. INVERT N 355.92-10" EXISTING I 375.0 ki RIM 367.80 INVERT• INVERT CS) 353.66-353.66-12" EXISTING INVERT N 356.06-12" EXIST. INVERT 355.82-10" EXISTING ---.....-'• I INVERT (E) 353.17-15" INVERT N �1_90_�:-NE1(V�-�'I I 370.0 $ INVERT (S) 353.07-15" JN�RZ62.00-10' DI NEW i STAR + 4 /�` -- ---- Nr- ---- T--i 1 _ I I 370.0 RIM 360.17 --� -�-' A 70 L.F. 30" STEEL CASINGII INVERT (W) 351.66-15" I �/ 365.0 INVERT (N) 351.56-15" --' SSMHi3 I g321 STA 0 %0 365.0 RIM 40+3 3 ��'-// EXISTING GROUND �� II Y`ik 6Q INVERT S) 349.14-15" �� REMOVE PLUG •O CLpSs 360.0 INVERT (NE) 349.04-1 ,/ 228.93 SDR'35 112 \ 360,0 ' �--- 150.3 L.F. 12 GPVC --� II 355.0 r� 283.52 L.F. _ _------ _ .1144$ifzf--- ��4i117_fr 228.88 -I L__--� 93.75 t--------___ �zf�--- 10" GPVC SDR-35 (EXIST.) 10" ABANDON & PLUG 81 49 ---I 355.0 E. 161.59 00.0150ft® 12" GPVC SDR-35 (EXISTING) I m SSMH 118 EXISTING 00.0094ft ft I o g 350,0 00,0150ft�15" GPVC SDR- 01 STA 47+51.99 10" ABANDON & PLUG GpVC SOR-35 00.0150ft/ft RIM 370.40 x E 1g" INVERT E 356.95-8" EXISTING SSMH 20 EXISTING 350.0 A 15" GPVC SDR-35 INVERT S 356.85-10" EXISTING STA50+62.36 >+ g f§ a INVERT N 356.85-10" EXISTING (PLUGGED) RIM374.61 m 1 iO a 345.0 INVERT S 356.95-12" NEW INVERT (E) 355.05-10" EXISTING Fe INVERT 364.77-10" EXISTING 345.0 << t INSIDE BOTTOM OF EXISTING WETWELL-352.00 z e a R 340.0 340.0 x i w STA ki �51+74.04 RIM 376 55 335.0 INVERT Sl ARS 117-10" FX\STINn 119.0 ___, N. CIco 1 . Q. Ul O� '. OD mD ‘D N. .4- al CO t\ ON NEnSHEET Cl C) Cl C) (') C) C) C) C) (`") Cl C) C) Cl C) 0 f 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 13 < ------'------),,,,.. \*'4.11M\4:0,---------' \ . \ \ _ - 1103- 'VI .41. . '' . Op \ , ip. A 00 vcs \ . --7 .1.1 0--- --411 - ... -----\ p,oNG . \ 2 . . \ • .... '-‘'. 41 ‘7.. ._ \ , • %\ ' 7C'S % 1 % ! 0 •CS - 0 410W '5.b%b.,* k . n„lir \ \ ii? 't ,A, tit. ,T4E-4 /..0 $ Ov - ��° 4-;� ` �� :: % \ PORON F THE SE. 1/4 SECTION 24, TN. 21N., RGEWM• ``II f tom" 1�� NG CO ' Akilikik % IA F F.ri i v+P g\dal SSMH .k%% \\ IL x - • J�* %kpp-5ibi, 0��t o-. Ar t• • SIP' ft,-0011 _' g \ slot 4:0)-5 O A 4 .0.:11111010" ,, 'Ck-PNO B `` \ ' LS /xsS,4°'j -o- WIRE GP' 1p 4 R \ �. ,� oft. N W �4 PN. JV �� .92�-- ^ to IS.) Ok° k 94 - ,i �` Q 0° ,902 k52' o�-- �� ` a2\O F. .` 5�N ENS N� \NG\ACTS 2 \ S �vO �P . ' k _ GP GCE SSMH # 5 0 360.0 STA 21+25-3..5' L 360.0 RIM'350.48 li INVERT (S) 328.64-15" INVERT N) 328.54-15" EXISTING GROUND g 355,0 SSMH # 7 --^\ /-^� STA 2 +00-14.00' R SSMH # 9 355,0 SSMH 6--- v ,,i,` RIM 344.41 b STA 2T`/.42-3.5" L INVERT (W) 329.59-15" STA 3 +00-5.0' L -, RIM 4124 �\ INVERT (E) 329.49-15" RIM 345.21 • INVERT S 331.96-15" 350,0 i'----- -iNV�RT W 329.05-15" \ INVERT �N3 331.86-15" 350.0 /�i INVERT (N) 328.95-15" \ APPROXIMATE FILL ELEVATION SSMH # 8 .• -_--PROPOSED BY WSDOT IN 344TH STA27+52.9414.00' R RIM340.39 SSMH ; 4 -- �" - INVERT S 329.94-15" 345.0 STA 18+40-�5' L "-- \....__ ,-- --INVERT (E) 329.84-15" -___ 345.0 RIM 342s(f2 II,,VERT (S) 328.10-15" - `-1i� _--.--- -INVERT (N) 328.00-15" _-- 340.0 -- \.�--- - 340.0 E' m E m 335,0 r_ 335.0 A EC g g a t �_ -- �- 255.93 agi 330.0 285.00 192.42 272.14 152.94 ®p.0075ft/ft g P 1, 3 00.0016ft/ft 00.0016ft/ft ] 00.0016ft/ft 00.0016ft/ft 15" GPVC SDR 35 330.0 o- 0�/j 15" GPVC SDR-35 15" GPVC SDR-35 15" GPVC SDR-35 15" GPVC SDR-35 Z e N 325,0 325.0 M .. q P : 1 320.0 g 8 _ 320.0 V co N. 0r, co o lO \0 -+ If) CO ON . Or ON o n 0` o cc. SHEET o (Li v mO o: o 4 o nl If) ui r: Ifl ti t\ 4 M ni o 6 .4: U'i sr a' sr U? In If) In co In co -4- -4- v co v a- sr 4 a- co Ci v co co co co co co Cl elco co co co co co coco co ('7 el co (`7 ('7 (cory ('7 of 18+03 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 13 r \PORTION F THE S.E. 1/4 SECTION 24, TvVN. 21N., RGE. 3E.. W.M. \ '' \ \\, 1 \\4000110111.\ EOCrsigi104:it -1 --‹41 - "" - - ''''-Ail\ c<N 1 . P°341°14Vtftk*PACI4 \ % 14- S°°, 55 _.a- --- 1\s's\\'‘ .. 90. .. \\11:712\ 1 • -40 .....---- i ‘ ‘ 4 ‘,0**. I g ..t.,:.9. ,,,,... . ,. ... ,.., ,,.-2-.,,Hs, ,„ , , ,_, ›.._, . ... 0 _�_ 60 �� c.L //t !1\P k �! �� `'� HPPP 1241\G3�. , . . ,...,.... 9G,e, y• y�s >i ..r ilk 3" -j - `� '4S ✓\ \ r • in $ rF .� P a_ 11, ` 0� a 'PO \ ' 41X •• �- ,r. N �5q9' V. oG��`FY BI. PS' p5el \ \ \ Za • Z X N `.� �� :. ilir R� GO- 51P 3 NPPpS �j <2�2\03 \\,...x \ d y/•og39�� /� \4 N\ \ �, `'C1 / O `�,►"`' N11 RV PN. ,>R -. �• -A I-),.92y , tit ti 00 6 9p2o1 \0,5 R �). G\,\!p\ \ % �o / \NG \M\ l 5.1 P 3 �\ \c. �a \\ \ '\ y y='g i 4, RE GP C� o� s� g N\ :\ o9 FER _ tom. Yg El or+`$c: % �'' \ • �r • , $ ti E 1 ti O t\P GPR�"GC\� 1 �, yw Ok♦ \ �7� a S. 10 PENP ,s aCNP\t0 �90\9� , ) G�1, t11,10 a2\p3 c0 \ \ " ' •� ` FORS 9p\B) >r.�` �2 Off. , \ r • • �\ �Za2\03� t .01 2A` .74 6S \ \ \\ \ • �\ CALL 48 HOURS X x � �, 14. \ w ` '\ BEFORE YOU DIG OS • ; 1-800-424-5555 0o h \ ` \ \ %\ ,` N00 62�5 IF, ��" o Z��li ��i o SSMH 5 11 € 365.0 S IA ,5 +37.71-5.0' L 365,0 RIM 358.52 SSMH 13 Id EXISTING GROUND INVERT (W) 338.07-15" STA 40+37.03 INVERT N 337.97-15" RIM 360.17 INVERT S)) 349.14-15" 360.0 INVERT (NE) 349.04-15" 360.0 SSMH 10 SSMH ^\ 12 - STA 3 +55.49-5.0' L ^ STA 37+95.10-5.0' R RIM 350.98 \ RIM 353.81 INVERT S 334.87-15" ./ �� INVERT (E) 341.00-15" i/ 355.0 SSMH 9 INVERT (N) 334.77-15". ��' �N` INVERT (SW) 340.90-15" ,_ ..,-\„t 355.0 STA 30+00-5.0' L _ ' �\ RIM 345.21 J ``_ / INVERT S 331.96-15" _ _--. :::: INVERTN338 - 5i �- i i - ' - :::: ��.'� r- ®pPVG2S�R.35 E. to 257.41 \5" P F. 340.0 ..-� 00:0110ft 340.0 g 282.25 15" GPVC SDR-35 a C1 I� �� ®0.0110ft °' S 335.0 255.46 I Fe 15" GPVC SDR-35 10.00 335.0 00.0110ft Z r. s7 of _ 15" GPVC SDR-35 ~ ev dd N 330.0 330.0 x 8 w .. 3P5.0 g 8 • 325,0 a) 0 (U O Q• d- - o Cl N. In '0 O> CO C) o N. co SHEET co co co co co C) C) ) In to In In In In U In In in If) Il) In to In co co co co coC) co co co co co co co co co co O f 13 29+51 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+61 1 rxrxrit.a.sera ITOILLY OCT 1-I/r IC A SOL o mcirEIL MOT El SEX LETTER,Mm VW MI OE MU. LA1mMVOr roe n iT MC NOUI W CO TILL LEON E rT, - STNmIN OM=MOc - 'PRIVATE EVER'FOR POVATE IEVoe MON DM..o.MI OR? 1'+1 .7i IPj 1 ` MIRE OR m LVIR 0 IM MAN=TM .• EVER CLOD r mI. rums at i W�V PLO 1 MOM VIaaEVq R oUTOt , MOM ED.4TOM A 6 1 IIIOMLLT our maw MTTOI lie ILem TOP VEY 011T LAM at 110AIGTRII ORII6 7 NM/—;., ' MOT V= /lir mot NrIIGEL SEE TOTED. �., �1 •• L Q �• .•.. /L __--- -- vARrt r Maw Tv • • r=177 :1-1SEAM.T, Mil �." IIcO.,..... . .9,-2;:5E TAPOOELToa MWmO Alm -- St. a 14kt. /� a•vr TIL ArawLTE® d ,�,o. _. - vaE"ien�"AE Ear a NUT 'I R' I�3,�1 r NOON tadAl' acE SETAE NMT> .,3,/, � INN TNE,I COVER PLAN Ir RR 1/r II 24 / 1 We LS. 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TLIETMCTU WI IV MMSRES SHALL MVE I OGIDGIT. 01-W.RE ERGO VIM AKIN PM[CO CCI= AtM KEN MO MCn.c MEN PK O.0 EDER=TEN ORAL E K IMIK1113 I' PIPE BEDDING L KKK KR PErII1L KKK AND C AE.:.ETAE ROI Mt i 3 MANHOLEL L soPIKE' STEMS OM= STANDARD MONUMENT OWL K C ASS MA GRAVEL°`YL SHEET 7 of' 13 PROVIDE BELL END W/PLUG CASTINTO FUTURE r Emu r FUTURE FUTUREr PIA[B FOR L�FUTUREraQNCSEWER. LE.-31J.83 PROVIDE BELL W/PL.UGOAST INTO LE.-316.13 ^ CHANN TO ACCOMMODATE FUTURE mir PLACE FOR FUTURE r 0 GPVC SEWER. PROVIDE BELL.MCD W/PWO CAST INTO LE.-316.69 PROVIDE BELT.END W/PLUG CAST INTOi ; PLACE FOR FUTURE IV 0 GPVC:SEWER 1E-02a s2 r0G[NCRIOCATRUNS} 44' QIAM0��7OA00016r00A18 PLACE re GPNC(2 LOCATIONS) -.•• LOCATION OF CHANNEL=TO ACCOMMODATE FUTURE CHANNEL=TO ACCOMMODATE MTIURE _ f e -et�A 1 ±s,.�t\ FRAME AND COVER r0 GPVC(2 LOCATIONS). " r9 OPVC(2 LOCATIONS). �'", "e Di 1J'61 ,9/1 .G 1R-01J63 ekg irecpvc ISE GPVC 1�k IS00PVC U'OGPVC O, I3"OGPVC =aI LE-313A3 / II=a =I Al I= �I IIC� E-R �'' a L8-0U33 , �� FMISEANDCOVI� ��G Q '.{LOCATION OFS Lg-31615 44‘L8-01617 ` �� LF:-31627 -0 y ` 1 LE.-32&10 .•-+rn W1 ci` .,d✓ c• LOCATION OF " LOCATION OF N 1--1 GU-MANHOLE BASE(GLASS FIBER �""Z� �4 4 L31-013A3 (W-MANHOLE BASE(GLASS FIBER ®==.�D' FRAME AND COVER GU-MANIiO1 E BASE(GLASS FIBER --_.`�' PRMB AND COVIIt ' O SUPPORTED PLASTIC,MEP"). OU-MANHOLE BASE(GLASS FBERW Ott� SUPPORTED PLIBTIc,'0Fr).SELMON f SUPPORTED PLASTIC,•^OFF'} PRECAST ILL-0Us83 SUPPORTED PLASTIC'QF) a 1e INTO La 3I669 BASEPRECAST INTO CONCRETE LLL-028.32 PRECAST INTO CONCRETE 4BAN SECTIONS .:71FUTURE BASE SECTION FUTURE r FUTURE r .--� V1 PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW SANITARY SEWER MANHOLE#1 SANITARY SEWER MANHOLE#2 SANITARY SEWER MANHOLE#3 SANITARY SEWER MANHOLE#4 NTS NTS NTS MS FUTURE r FUTURE r FIRE r W u PROVIDE HEELFNDW/PLUOCASTINO LE-32906 PR.OVB)EB[ffLEND wTu)GCAS[LNrO LR-029A7 PROVIDE BELL FSNDW/PLUG CAST INTO chi PLACEFORFUTUREr0°PVCSEWER. i PT.An3PORFtTl1)RBr0GPVCeE9vml PLACE FOR FUTUREr0GPVCSEWER. LE-029.9e w LE-029.• PIROVIDB;ffilLFlIDWA�LTJGCASr[Nro PLACE PORFtYUREr0hire CHAFIlFlJ�TO ACCOMMODATE FUTURE C (PVC SEWER-CHAt¢v�Ti) ILANl�aE 70 AC008EIIODAT8I4J FUTURE C[IANNEfDE 10 ACCOMMODATE FUTURE W r0°PVC(2 LOCATIONS). -iiik -��WAii p rOGPVC t2 LOCATIONS). 'ey tre re(1PVC(!LOCATIONS} by AOOO MC DATE FUTURE r0&1r0 ITOGPVC '� ITV GPVC ITOGPVC .7— 13'OGPVC 7/ IJ"OGPVC ITOGPVC , h!�GPVCaLOCA�Ns) A 'a A �I _r'I� �I `I--•— FUTOREV �I _ II� 'I _�i - IirUR81r r3L-028 34 �` i Ltt-07l 61 IB-328 954. C LE-029A7 LLi-029.49 'I �/ LE.-329.39 LB.-329.bU �\-.1 L1L-330AJ t �,9 tocAlwNOF m �;p� LOCATION OF LOCATION OF � * LOCATION OF i GU-MANWIE BASE((SASS FIBER FRAME AND COVER GU•MANHOB BASE(CRASS FIBER . FRAME AND COVER GU-MANHOIE BASE(GLASS FIBER FRAME AND COVER GU-MANHOEBASE((SASS FIBER FRAME AND COVER SIIrPORT1IDt PLASTIC,"GFP} t r SUPPORTED PLASTIC.`GFr). SUPPORTED MASTIC,'GPP"). I SUPPORTED PLASM,"GFP'). PRECAST INTO CONCRETE LE.32DA6 PRECAST INTO CONCRETE LE-029.03 PRECAST INTO CONCRETE PRECASIIN INTOt LE-330.36 FUTURE BASE SECTION BASE SECTION BASE secTON Le.-3Z9.9s BASE SECTION N a PLAN VIEW I:, PLAFUN VIEW PLAN VI FUTURE EW - - SANITARY SEWER MANHOLE#5 SANITARY SEWER MANHOLE#6 SANITARY SEWER MANHOLE#7 SANITARY SEWER MANHOLE#8 NM Nil Mg NTS FUTURE FTmRE VFUTUREr A. PROVIDE BOLL 144D W/PLUG CAST INTO i PROVIDE BELL BAD W/PLUG CAST INTO PLACE PORFU10RB r 0 GPVC SIEw®L LE.-332.2E FUTURE V'0 PVC SEWER. 8 i LE-33J29 PLACE FOR FUTURE V 0 GPVC SEWER.PROVIDE BELL END W/PLUO CAST INTO LE-038 N 67ill CHAPS 10 ACCOMMODATE- CHANNELIZE TO ACCOMMODATE FUTURE r0(PVC(2 LOCATIONS). -tr% r0(PVC(2 LOCATIONS). �-A r0 CPVC. -m 1T0GPVC /Ilk IVOGPVC I OGPVCIVOOIryC IVOGPVC �� 1TOGPVC fillilb," i�IS TS'0 GrIC �I �,iQ I.14111 ,14;1 ,ICE �I �i =SI�'�•� lIl 6� LEf331.96 \� i LE-334.87 p� ,� LE-3N0.90 W ��1* LE.-34I.00 LE-031.86 �d ��.t LE-334.n �. LE-337.97 �.�.ss�" LOCATION OF �r..:.`."P LOCATION OP Ore-_._ O I VC FRAME NOF OU�[ANHOL.EBABE(G[A88FBHC (W MA!lfIOUE BASE(MASS FIBER FRAMiAND COVER CW MANLLOUE BASE(GLASS FIBER FRAME AND CONS GU-MANHOLE BASE((LASS FBER FRAME AND COVER ,FM LOCATION OF SUPPORTED PLASTIC,'con SUPPORTED PLASTIC,"GPI"). f SUPPORTED PLASTIC,YPP") PRECAST INTO CONCRETEt LE PRECAST INTO CO ICRETE LE.-33329 PRECAST INTO CONCRETE L3L-038.07 PRECAST INTO CONCRETE FRAME AND COVER BASE SECTION BASE SECTION BASE SECTION p BASE SECTION 93 FUTURE r LRTIURE r PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW SANITARY SEWER MANHOLE#9 SANITARY SEWER MANHOLE#10 SANITARY SEWER MANHOLE#11 SANITARY SEWER MANHOLE#12 MS NTS NIS NTS II E. U PROVIDE BELL END W/PLUG CAST O INTO PLACE FOR mum r 0 LE-�iJ3.17 PROVIDE BILL.END W/PLU0 CAST INTO 4 z a -.• (NYC SEWER.CHANN�TO LOCATION OF PLACE FOR FUTURE r 0 GPVC SEWER. Q m 1' . - +ems ACCOMMODATE FUTURE r0(PVC LE-03IS6 ` FRAME AND COVER. a- CIEANNMIZETOACCOM�[ODATEFUTURE g 0 g 8"OGPVC. 00 m LE-049.04 , ls"0(P9C U'OQVC ' !, *NOTE: V A I FRI1OREr =I111110 =I 'I - FUT1REr < how vwv/* L.E-04936 L�-3J3� '�� LE-3J3>9 UNLESS OTHERWISE NOTED zcRtMANHDLEEASE((EA S , I DC VER (r�D1,(ANHGrEBABE(GTABBFes( ° m- _- GU-MANHOLE '�-'"`'' LOCATIONP p ( ON THE MANHOLE PLAN VIEW, m SUPPORTED PRECAST INTO OONCREIB PRECAST II(1O OONCAElB m LE-3J1.66 THE ANGLE BETWEEN PIPES IS 90°. A fl. BASE SECTION 67 BASE SECTION BASE SECTION ....0 _ PLAN VIEW PLAN VIEW PLAN VIEW ET SANITARY SEWER MANHOLE#13 SANITARY SEWER MANHOLE#14 SANITARY SEWER MANHOLE#15 8 MS NTS o f 13 r Cl) w - I.SKIDS SHALL BE SECURELY STRAPPED TO ME SEWER PIPE.THE w Li NUMBER. SHALL BE W �ILLreP SUPPORT THE SEWER INCLUDING JOINT ONS,A Cl) i,1: .... I REPLACE EXISTING STANDARD ME FRAME 2 SEWER PIPE SELL BE PLACED AT THE ELEVATION AND SLOPES THE STEEL CASING. a ir� - FRAME AND ANDARDII EXISTING FRAMESIDEWALK SPECIFIED ON THE PLANS. I - 0 I I. AND COVER IS TO BE DELIVER D TO THE 3 BE FILLED INSTALLATION SMf[ BOTH SEWER THE SEGLALL VOID SHALL (n 0 III I: FRAMEIN C338�GROLPT SHOP.SET BE PLUGGED WITH CONCRETE A MINIMUM OF it THEM. `- - Z NEW lr0 D.L.LE.362.0W I1= 4.BACKFEL SHALL.BE PLACED AROUND ME OUTSIDE OF THE STEEL N - Q I I. CASING IN ACCORDANCE WITH ME STEEL CASING TRENCH DETAIL. I Z NEW 12"0 CE'VVC PIPE I'j, •.. = Q J R' STELE.CASING ID BE PLACE BY SURFACE WAIL THICKNESS NO LESS I- ( ) W _ . NEW CONCRETE CHANNEL TRENCH CUT 0; I THAN 7n6".30"0 CASING FOR 12"0 +-- ' ' CENTER[uve Da.SEWER PIPE �_ I••" •....- : ? I. OF EASEMENT NEW 12"0 GPVC LE.361.90' I I I: : .. ECISIII+CT GRADE I D.L CLASS 32 SANITARY PLUG EXISTING 10"PVC PIPE I I I. CHANNEL I&360 t1ND>StVitBeD �_CONCRETECit"4/144‘,,,,,h.A........) SHWIi1C PTPB ;.. IIVIBTAND OUIIET.SEE 4..:..,........,•:•:...:1:.n _„_ - �.�� - = -„_ ea 2 PLUG DETAIL I: 1 • • :-_- _-, __ Q. . SURFACING TOP COURSE COMPACTEDJ� 6"CRUSH®SURFACECG BASEPH L VOID WITH SAND MDTIVRB H W it�, To 90%MA/MUM DENSITY TG NATIVEFOUNDATIONJBtA TM DRYCIOURSE CTED TTO 95% Alm PLUG B01HI4IDS 3�� BOTTOM SIDE OF NEWCHANNE.. S I6 08YIaASL4E0l�JG :: ILOCATION AS SHOWN ON PLANS. e TO 93%MAX.DRY DENSITY AND AS DIRECTED BY THE ENGINEER. k' z > EXISTING I0"O GPVC T.B.355.92 SANITARY SEWER MANHOLEA EXISTING 10"O GPVC LE.3ss.az' SANTTARY SEWER GRAVEL ACCESS AEXISTING SANITARY SEWER MANHOLE(SSMH)#19 NT S GREASED SKIDS OP PRESSURENTSTREATED DOUG FflP OR REDWOOD STRAPPED TO SEWER PIPE A STEEL CASING DETAIL NTS 4"CLASS A ASPHALT 4"CLASS A ASPHALT RESTORE DISTURBED 4"OP CLASS B ASPHALT 4"OF CLASS B ASPHALT AREAS AS DETAILED !� 6"CRUSHED TOP COARSE 6"CRUSHED TOP COARSE IN THE CONTRACT SPECIFICATIONS AND SAW CUT FULL DEPTH SAW C PULL EPTH SAW CUT'FULL DBPTIL SAW CUT FULL DEPTH AS SHOWN ON THE d OF EXISTING ASPHALT OF EXISTING ASPHALT OF EXISTING ASPHALT OF WONTING ASPHALT CONTRACT DRAWINGS ` z Eaasru NA ASPHALT .f1 EXISTING PAVEMENTLT f1 1:1--__L_ � 11••I '1 i I I I --1 _• „ ° b .p. . . .d I� III m a•, a axe ,......,.�„..a��i.:.i i:..i -TRENCH BOXES TO ECIBND 4-1 •= a . .c: :a -_I I I 11 ti -•" - ...❖..❖..e.: ::::•:•: ::::•:::'_ FULL DEPTH OF TRENCH WHERE _ o � _ I — j o o •� l_=- II � 11 11 II—II ^ NOI»BIIAw —� a. . .o . .a . g TRENCH BOXES TO EMEND p . . .o. . p. — _ 0: : . .o. .°r BAC[SFIIL MATERIAL CONSISTII IG OF I g 1 ' � o. . o. — O. o. . . . .o. . TRENCH BOXES TO BXTE[m o;o' ' A EXCAVATED MATERIAL OR SELECT A. 'o. a II FULL DEPTH OF TRENCH 1 -1 I k MATERIAL AS DIRECTED BY THE ENGINEER O. . • . . . . . . FOIL DEPTH OF TRIM W y p a O.1 I I= 15 BAcxFII L MATERIAL CONSISTING of III 1111— ; BACKFI L MATERIAL CONSLYIWG OF I� o o. .a . SPECIAL PRECAUTIONS TO PROTECT o.. . . . .a . ECCAVAIIID MATERIAL OR SELECT _t . .O. o. : :•:o• g 5 EXCAVATED MATERIAL C R SELECT - , PLEB TO THIS LEVELi= 0 b "It MATERIAL AS DIRECTED BY THE ENGINEER p. . . MATERIAL AS DIRECTED BY THE ENGINEER O Q , p o.o°O. .Q° 11= p°.'.Q o. Ill- io gym o 9. . . SPECIAL PRECAUTIONS TO PROTECT 1. • PVC SEWER PIPE �;.,',' -1 0. a . . SPECIAL PRECAUTIONS TO PROTECT 0..1. . • . .o . . 12"AND 13" j�': ::7v'" PIPE TO THIS LEVEL t . o. . . . _ igi PIPE TO THIS LEVEL 1' . . . o. . . . . O � ) i .:•' .;';1`r•?1.':};:.;31 is ..... ....: • • • -I SBL E T BEDDING MATffiUAL.-GRAVEL �., .-:.-:� %. PVC SEWER PIPE - r, 1 " 30"0 3T�CASING f..:P.Cj ':l.':••;,: BACKFILL FOR PIPE BEDDING GRAVEL) ti(� �: �� :« •I'c OD. 12 AND 13"(TYPJ I i (� t 1: .L t . 'il= (PEA .} I I: } 8 � 4 z 1 1 " SELECT BEDDING MATERIAL-GRAVEL �I �r. �j ^ ,.,1•,;,. St�CT1ilIDDIIiGMAT);<tLAL-GRAVE[vil - Jam, r'r �t t �r�W HAM ILL FOR PIPE BEDDING(PEA GRAVEL) , SACKFUL FOR PIPE BEDDING(PEA GRAVEL) —I` 'I. J<: L 11'.T T' J j� A •'::s i;::;:-!..I I. :OD. i .•A•1 1 t OD• i •" . VARIES 1 g J. �� ;,T-"%i�, t VARIES I I I!:}�;TN T?4y/�,1.� ARIES DIRECTEDBYTHEEN INFER 7 FOUNDATION GRAVEL AS L e4" J VW i FOUNDATION GRAVEL AS I FOUNDATION GRAVEL As DIRECTED BY THE ENGINEER �+" 1 DIRECTED BY THE ENGINEER I. 61" SANITARY SEWER TRENCH DETAIL (IsxLD.)+Tay (1sxLD.)+ls+ FOR AREAS OUTSIDE EXISTING ROADWAYS M o 0 v SANITARY SEWER 21ST AVENUE S.W. SANITARY SEWER 21ST AVENUE S.W. NTS 18 TRENCH SECTION STEEL CASING TRENCH SECTION OUTSIDE TO EXTEND FULL DEPTH AT LOCATIONS -.I OF foosn o ROADWAYS AS NOTED BELOW SHEET NTS NTS STA.12H7A1 TO 11%40 STA.23+17 TO 2s+00 9 STSTA.47+3STA.TO 47+75 y1 49+80.87 60 ETA.41+00 TO 43+18 0 f STA.47+73 TO 44M0.87 13 J r 1 Cn FO A U �HNG80GPVC BOEING PiUG TO BE REMOVED - — �? dr,. NEW lr9BESIDE 10'0 GPVC REMOVE H O BESTING G 10'0 GPVC.4. t FIRST SE OF lo'e SOUTH OF iii.1-10� MANHOLE#18 AND PLUG. NL:W13"0G1PVC BIOSTINGI2'OCIpVC ��I � �I'�`rII= �7��Q� 3s3s6 \ �33.66 pig:a� i as LE.=3s3.s6 \IIWLE.3J3.66 LE "Ol ' LB J12• �WELtPIPB �1�_ 1 ter'~ •-� V CA REMOVE GSIQhO CHANNEL.AND 12" E INSTALL NEW CONCETTE CHANNEL 11 INSTALL CONCREIB CHANNEL PLAN VIEW PLAN VIEW SANITARY SEWER MANHOLE#18 1 ' SANITARY SEWER MANHOLE#16 ma � p A Nis Z I NOTE& •, . ..DIP STTY FILL y FOUNDATION MATERIAL 1.EXIS7 MI F AND 10'TO TES SOUTH ARE CURRENTLY ACTIVE TRENCH DAM DETAIL SEWER IMES. ME EXISTING e'MUST REMAIN ACTIVE.SEE SPCIPICATIONSPOR ORDER OFWORK A 0 i 2.BffitGR B THE EXISTING LINE TO THE SOUTH CAN BE DEACTIVATED a AND REPLACE BY THE NEW 1?,ThE SEW SYSTEM EMMEN STATION 10+•77.04 AND MANHOLE ES MUST BE ACTIVATED.SEE �a CONTRACT SPECIFICATIONS. i 3.CONTACTOR MUST SUBMIT A PLAN TO TBB SNOBBIER 10 WORKING\ DAYS PRIOR TO BBOI LNG WORT ON MANHOLE#18!DENOTING HOW e HE/SHE PROPOSES TO MAINAIN THE SYTEM ACTIVE DURING} RECONSIRUCIION OF MANHOLE#18 AND OONSTURCIION OF THE NEW 1r SEWHEI.iNE. EXISTING I 0 GPVC LE.-365.07 TO BE REMOVED EXISTING to'00PVC EXISIING SO*SMELL )1 111 14.._ r —� EXISTING 1o� c REMOVE —i�I t I REPLACE ID�11140 STANDARD MS FRAME CLASS W D L PIPS ql'� % AIm PLGXi� AND COVER vvcTHA STANDARD S[DEiVAIlC i9 g Ic I' PRATE AND COVER.THE EXISTING MI I I. AND COVER IS To BE DETIYERED To nut _')1 II= L.AKEHAVEN MAINTENANCE SHOP.SET REMOVE miasma CHANNEL.AND NEW ITV Di LE 362.00 III I FRAME INT GROAT• - � ,_ INSTALL NEW CONCEITS CHANNEL ��:I I: Al"A NEW 12'O GPVC PIPE 1. 14, r- III I I l N W C0comm. PLAN VIEW -..„. 1: SANITARY SEWER MANHOLE#21 NEW 1r0 GPVC LB.36190' II ' I NTS `� r PLUG EXE111/4G to.PVC PIPS .I - BOTTOM of NEW.90'CONCRETE INLET AND OUTLET.SEE I .° I. GBANPffi,-LB 360.90 PLUG DETAIL I FEJ.MANHOLE WITH caUSBED 1.EXISTING 10'TO THE SOUTH 13 CURRENTLY ACTIVE. E. I I SURFACING TOP COURSE COMPACTED THE EXISTING IF MUST REMAIN ACTIVE. SHE V � • it� I To 90%BOFP M NEWalANNEL st marry To SPCIFICAITONS FOR ORDER OFWORR. ki v I. z ooNTACTOR MUST auBeaTwPLAriTOTEffi40I�10 WORKINGI. I DAYS PRIOR TO BE LNG WORK ON THE ABANDONMENT NMENT OF MEz A EXISTING IWO GPVC I.E.3559r — _ WET WB[l.AND INSTALLATION I OF THE NEW lr D t PIPE TO MANHOLE EXISTING 10"0 GPvc LE 333 82' ElWISI.1 HOW BE/SHE PROPOSES TO MARIAM THE IV'SYIEM ACTIVE DURING 8 R 'O k' 5 THE DEACTIVATION OF THE WSIWELUDRY PUMP STATION. p ` a h EXISTING SANITARY SEWER MANHOLE(SSMH)#19 NTS z U s 2 g :11, g - .. 1 SHEET 10 of 13 J EXISTING SSMH • EXISTING SM EXISTING WETWELL WETWELL C.) EXISTING 481 MANHOLE O0 x EXISTING 10"0 PIPE EXISTING 10"0 PIPE Igai EXISTING DRYWELL ",,.. O, ; IIISTINCPOWERPANEI, x j OZ • m A -4 $ P EXISTING ROCK WAIL X I -k �rriw7 44 EXISTING POWER SUPPLY I7 SIDEWALK €11.°.-5-111P0) �'�� N - - - ur - - — '`ii' GRASS STRIP_P CONCRSI'E BASE SLAB DRIVEWAY ENTRANCE i Ml 21st AVENUE SW EXISTING 8'DIA METAL DRYWELL PUMP STATION SITE PLAN EXISTING s'0 CONCRETE WETWELL EXISTING PUMP STATION#28 PLAN NTS (NTS) g I g g CUT AND REMOVE IRE TOP 2'OF �� A THE ENTRANCE TUBE �� a REMOVE EXISTING TOP SLAB WITH FRAME _ w AND COVER AND DELIVER TO LAKEHAVEN o■ BIS MAINTENANCE SHOP. SEE SPECIFICATIONS FOR •'• LOCATION.' ..■ .I■ Om n: MECHANICAL BQUIPMENT/FLECRICALca .;■ PANELS AND LADDER TO BE '- �I • ' L.: — , ri:1 ii REMOVED BY OTBIiRS 4.0'f m'j I. 0„ MIN EXISTING METAL DRYWELL REMOVE A 3'SECTION OF THE 10"0 D L �•8'0 CONCRETE WLL WITH i■ FORCE MAIN AND PLUG BOTH ENDS >.: r: , CRUSHED SURFACING TOP COARSE TO `" .""'. THE LIMITS DIRECTED BY THE ENGINEER. n:: WITH A 10"RUBBER MECHANICAL PLUG AND CONCRETE I CAP TOP WITH I'DEPTH OF CONCRETE.FILL8'OMET'ALDRYWFLWITH ' ;' CRUSHED SURFACING TOP COARSE TO ' . !I EXISTING 8'DIA DRYWELL SECTION B-B ,.`.,�:•'. THE LIMITS D1RECl�BY THE ENGINEER. •::.�,:•� :..`�-•,.. NTS CAP TOP wrnt 1'DEPTH OF CONCRETE. : 80 CONCRETE WETWELL g 8'0 METAL DRYWELL ,` Oki'` i Z•.C�1tl6%*9Pii Z MA4t0 5Ati37Y. SECTION A-A REMOVE EXISTING TOP SLAB WITH FRAME (NTS) AND COVER AND DELIVER TO LAKEHAVEN MAINTENANCE SHOP. PLUG EXISTING 8"OVERFLOW OUTLET i�/S<•n REMOVE EXISTING LADDER AND TRANSDUCER, rot-. AND DELIVER TO LAKHAVEN MAINTENANCE SHOP r - - `" z E _ 1 EXISTING SANITARY SEWER § SLIEVES FOR BUBBLER AND SUMP PUMP / MANHOLE U NEW 12"DI PIPE � N a \k _ • f 1 A z e� e A FILL 19'DEEP WET'WEILT'OTHE �Z• ;� Q p317 BOTTOM SIDE OF THE TOP SLAB ��!�on r.�so �%• H �1' � 3 WITH PEA GRAVEL(SEE SPECIFICATIONS) g W a p LE.365.07 R " =mi i REMOVE EXISTING 10"PVC PIPE A;4 e ^ AND REPLACE WITH 12"Di sv Usigum WI EXISTING 10"GRAVITY PLUG 10"DI.FORCE MAIN WITH A 10" INSERT 10"RUBBER PLUG 1'INTO SEWER LINE MECHANICAL PLUG AND CONCRETE CONCRETE i g .. 10"PIPE AND END WITH V OF CONCRETE CUT 2'DIA DRAIN HOLE IN BOT TOM 2 N.E.29TH STREET RUBBER.MECHANICAL AL PLUG•VA�. 1 e s"0 SUCTION PIPES FOR PUMPS u " TO MATCH THE PIPE DIAMETER �+ r' .0a st f,.. �c�aza ae EXISTING 8'0 WETWELL SECTION C-C PUMP STATION#28 PIPE PLUG DETAIL(TYP.) SHEET NTS FORCE MAIN TERMINUS (NTS) 11 (NTS) 13 PORTIONS OF THE N.E.&S.E. 1/4 SECTION 24,TWN.,21N.,ROE.3E.,W.M. >+ C PR sv.33sm sr Q '6 r _ WEry O IA g a a r' 1, • f 4 r;� EROSION/SEDIMENTATION CONTROL NOTES :41 pprere 1. APPROVAL OF TH[3 EROSLON/SEDIMBNTAT'IONCONTROL(ESC)PLAN DOES NOTW �� x W C i .,t _ b ,. CONS'iTIV'I AN APPROVAL OF PERMANENT ROAD Ate,RE1ffi�YZON [—+ V] _ f 's• (g,G.SIZE:A OF ROADS ' `';' `s i ; , � FAClL1T183, ETC. � y +51, F 4 Q5. S v 338tH T > 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENAN N $ Q REPLACEMENT,AND UPGRADING OF THESE ESC FACAmmo IS THB RESPONSIBILITY V F - + } + -I- T� OF THE CONTRACTOR UNTIL.ALL CONSTRUC[ON 4S APPROVE. rl N 3. THE BOUNDARIES OF THE CLEARIN('LIMITS SHALL HFID TO A MINIIbIUM AND SHALL BB CLEARLY DELINEATED IN THB FIELD W CONTINUOUS ORANGH CONSTRUCTION FBI'> A• UM OF 3 TO 6 FEET IN HEI PRIOR TO CONSTRUCTION. DURI \ __ , CE BEYOND MAILAGGED BCLEARING sb s+onr sr CONTRACTOR FOR THE DURATION CONSTRUCTIONYTHE BE PERMITTED. THE FLAGGING + + + + 4. THE ESC FACIIIRIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION ti g k I t �s SEDIMENT WITH ALL CLEARING AND GRADING A_ CT1V1Ti STAND N SUCH A MANNER ASl , VIOLATE TER STANDARDS.ES NOR BP11ffit YHB DRAE�TAGE SY91ffi11 OR g N _ INSURE THAT ., ,, ,•-'..."----: -.,,..t.1., 1 ir-,,,,,,,o- 1 APPI iCAB f ,~ - 5. THE:sFF PPLICA S SHOWN ON THIS PLAN ARE THE 3M7sToUM REQLIMEMEffi Es FOR AN[ICAPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE ISC "" z 4. - FACILITIES SNAIL BE UPGRADED(E G.ADDITIONAL + r �" + + + AND SILT FENCES,ETC.)AS NEEDED FORUNEXPECi S IORM EVI;�IIS THIS SNAIL i �� 3PSC LCALLLY II TDB IS NOT LIMITED PO)CONSTRUCTION OF TEMPODRARY • k r ` TREAT DI TRf�i b SBDEI�IT TRAPS TO DLSCIIARCiB FROM CH DBWATERING OPERATIONS L' ' turalot_ WHERE THE DISC iAR( D WATER CONTAIIVS s®II�,AN D IS OF A GREAT ENOUGH THAT IT DOES NOT INFILTRATE INTO_NATIVE GROUND THERE IS POTENTIAL FIR ENTR'RINGWA EWEIR.AND AREA. OF THE I WTIIIaI 100 ffiVEER turmiar8 a e ,- 6 THEE ACB ITIES SHALL BE INSPBC[77D DAILY B CONTRACTOR AND [t MAINT AS NECESSARY TO ENSURE THEIR FUNCTION. svrH STD r .� f .x' r ¢: 7. ANY AREA STRIPPED NEGATION,INCLUDING ROADWAY BMBANKIIfEN TS,WHERE .- :., »- ' ' • ' j ,, NO FURTAESR WORK IS ANTICIPATED FORA PERIOD OF 30 DAYS,SHALL BE ': .` -, -. -a ' , t1 ? f IMMEDIATELY STABLIZED WITH THE APPROVED ESC METHODS(E.G.SEeDING, k �� MUIiG,NETTING,IiROSIOTi BLAN$E19,BTC) i..._ 1 .rt �' r � + - 8. ANY AREA NEEDING ESC NOT REQUIRING IMMEDIATE ATTENTION. b-4 ', , '✓€ ` ,' " SHALL BE ADDRESSED WITHQd�FIPTI�N(15)CAL ENDAR DAYS. 4s) �,_r4 + M oC1a in ' ) s" 9. TAS ESC FACILITIES ON INACTIVE 31T ES SHALL BB INSPBC71 ED AND MAINTANINED ' > 7' T '_� •; A MINIMUM OF ONCE A MONTH OR ITES SHALL Tit HOURS FOLLOWING A STORM EVENT. 10. AT NO TTMB SNAIL MORE THAN OIVB POOT OF 38D1MBNT BB ALLOWED TO r q: , :..'` + k ACCUMULATE WITHIN A CATCH BASIN ALL CA1C H AA�13 AND NNVEYANCE + • : `+t , ,/ ;, ' " -. > s +1 �LyI,N�ES/S iiI;LsEDRT BN4,• N,ED PRIOR TO PAVING. THE CLEANING OPERATIBN SHALL i 13''.----, .__. . . • Tz "..... ` 1 • ,,�1 NO FL SH SEDIMEN "� II '" �` � y.,� . � r ' � �{ �� °"�>� LADENwATINTOTHE sYSTEM. u `� 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED _ T t + �, r ,1 A AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL . ! �, �' y ° PAVED AREAS CLEAN FOR THE DURATION OF THE PROJECT. ARB A'BPf + ' , v + - { r z -f. 12. DURING THE TIME PERIOD OF NOVE11lBER 1 THROUGH MARCH 31,ALL DISTURBED �r.Bet�otaM17 , .: , 's"s.: I o _ PROJECT AREAS SHALL BE COVERED IIY ONB OF THE FOILUWIIdG COVER ' - 1 IrIEASURES:MULCH,SODDING OR PLASTIC COVERING. m 1 x - 13. ANY PERMANE T RBTENTION/DETENTION FACILITY USED AS TEMPORARY o RYw y _ ' � s SBTIIIINCi BA.4IN 9HAIL BE MODIFIED W1TH THE NECESSARY ffitOSION CONTROL _ 0 f4. "''ATM LEGEND MSASURS9 AND sSALL PROVIDE ADEQUATE STORAGE CAPACfI Y, tF TT1E x •• a pli _o_ 411; w t q ' } g +' OR.DISPERSION SYSTEM,THE ACIL ITY SHALL NOT BE USFD AS A TEMPRRARY g 1 r >4 ; ar , . ➢, { NEW SANITARY SEWER LINE SE G BASIN.NO UNDERGROUND DET NT ION TANKS OR VAULTS SNAIL BE �! t ' .S6f "gyp '' { LA.r^ e '' � :, EXIST.SANITARY SEWER LINE USED AS A TEMPORARY SETTLING BASIN. F� a� ,., -� V� '`' I N'� ' 1 :� ,_ .` NEW SANITARY SEWER MANHOLEa x ,, , ,: • V 14. WHFRB SE®II�G FOR TEMPOOARY EROSION CONTROL IS REQUIRED,FAST e : 1 r °TM -- - — GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE : s e • s j E 7 f / t • _. O EXIST.SANITARYSEWER MANHOLE (E G ANNUAL OR PERENNAL RYE APPLIED TO APPROXIMATELY 80 POUNDS .. e _ fr L-, i if' „� ' + 1 r :- i PER A �" f fT X X X % SILT PENCE N g .. f I5. WHFRB STRAW MULCH FOR TEMPORARY EROSION CONTROL 1S REQUIRED ,r2. f-.$ tv_ r ,, z r PROPERTIES WITHIN 3W OF PROJECT IT SNAIL Be APPLI»AT A M1DIIl11UM TIHCLGVBSS OF T WO INCI�.4. P "& i.x'., _? ` -,--,r-„r-�.,r.�: - .. ,. ,. s �.� `.=r�—.. :.ref SCALE: 1•s 600' I. siti J TEMPORARY EROSION/SEDIIVIENTATION CONTOUR TNT RVAL 5'CONTROL PLAN IiOR DATUMN: CITY OF FEDERAL WAY 12 �— VERTICAL DATUMN: NGVD-29 O f SCALE 1 13 r ti • FILTER FABRIC MATERIAL 2"X 2"X 14 GA.WELDED 2"X 4"DOUG.FIR STAKES AT 4'O.C. MIIIAFI 100 X OR EQUAL WIRE FABRIC OR EQUAL ALT:STEEL FENCE POSTS —\STAPLES OR WIRE 0 RINGS(TYPICAL) 1 2"X 2"X 14 GA.WELDED 6" I Q A — — J WIRE FABRIC OR EQUAL I ' f0 6" 3!4"-1.5"WASHED GRAVEL BACKFIIL c� pu IN TRENCH AND ON BOTH IS OF FILTER " 2-6" FABRIC ON THE SURFACE Z'-6 NOTES: ;Z, °>1 0 0 WI .. G A. THE FILTER FABRIC SHALL BE PURCHASED IN A '-' 0 6 V CONTINUOUS ROLL CUT TO THE LENGTH OF THE �� BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS Y _ _ :�I ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED v� M u . r"}-' =' ° '- Y":": ;;=:. — 1' I -i i ' I TOGETHER ONLY AT A SUPPORT POST,WITH A ,' ' Z-6" MINIMUM 6-INCH OVERLAP,BOTH ENDS SECURELY I 1' FASTEN TO THE POST q 1 4i._ W N j 2'-6" 8" B. THE FILTER FABRIC FENCE SHALL BE INSTALLED V _ 5 1 TO FOLLOW THE CONTOURS(WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED 4-FEET APART AND W SILTATION FENCE TYPICAL5ie AR CROSS SECTION DETAIL DRIVEN SECURELY INTO THE GROUND(MINIMUM OF A s v V V 3aINCHFS). O A 3 2"X 4"DOUG.FIR r X 8"TRENCH STAKES AT 4'O.C. NTS C. A TRENCH SHALL BE EXCVAVATED,ROUGHLY 8-INCHES o ELEVATION NOTES: WIDE AND 12-INCHES DEEP,UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO 1. PLACE I'OF 3/4"-1-1/2"WASHED ROCK OR PEA BE BURIED. r, GRAVEL ON BOTH SIDES OF FENCE TO CREATE A c. SILTATION FENCE DETAIL BEVEL SHAPE. D. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING NTS 2. FABRIC SHALL COVER BOTTOM OF 6"X 6"TRENCH HEAVEPDUTY WIRE STAPLES AT LEAST 1-INCH LONG, AND EXTEND BEYOND THE LIMITS OF THE GRAVEL TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" THE TRENCH A MINIMUM OF 4-INCHES AND SHALL NOT MINIMUM AS SHOWN IN TYPICAL CROSS-SECTION. EXTEND MORE THAN 36-INCHES ABOVE THE ORIGINAL GROUND SURFACE. 6 E. THE FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND 20 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE g THAN 36-INCES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. bg0 1.9 .tQ� 1 F. THE TRENCH SHALL BE BACKFILLED WITH A 3J4-INCH MINIMUM DIAMETER WASHED GRAVEL. 1 �'MIN. G. FILTER FABRIC FENCES SHALL BE REMOVED WHEN STAKED AND ENTRENCHED HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE STRAW BALES THE UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED. BINDING WIRE H. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY 25'R MIN. • OR BURLAP AFTER.EACH RAINFALL AND AT LEAST DAILY DURING 1'MIN. IVIIii!11I PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE E c COMPACT SOIL MADE IMMEDIATELY. m TO PREVENT E- S 0 1sMIN. VO �• � QUARRY SPALLS '� PIPING a 5 g Rw a STABILIZED CONSTRUCTION ENTRANCE - ' 1iI II a DETAIL yu=11=11- 1 I—II—II_—II_IIAI'i'�lII N ; NNTS I —II_11_ II—II_II_II: i_II_I II— s1-- ' =T_ 71c71_Ht mxW II P ! STRAW BALE DIKE DETAIL i 8 . NTSSHE ET 13 of 13 s a '-'1 _ i O o f 0 PORTION OF THE SE 1/4 SECTION 24, TWN. 21N., RGE 3E., W.M. Zr) fO La O N in • z O p ; . m M F1 SSMH 11 2 w 1 g , z r� CLEARING UNITS STA 12+57.41 - 15' L o g PPP444 La `•s1oo,57 x -ti�UTUR J=�, v] a ��CC ez.08 �, 19TH A U W x (7 F �� t, ,_ II 500'24'53'E t►r ,N __ _ ii / - - y4 6 O 332.01 . [S00'24'S3 ] . El fiikr [S00'24'53" V co i0 [S00'24'S3"H] �N1 • a 1 i ----•_., 11 i k d.,. .; k e9� n �' �, •s. (soo • �?'1• �O _� 18.50' 4,4 ,`V � % ± • S NH SSMH $ 4 (80.00) j p jt, >> !D S A 1 + 0 .5 L STA 1 +40 3.5' L I" - •/.. cN., -271 %. O •11��OHO V.:' x`9 x 20.00'PERMANENT EASEMENT TOGETHER VATH /� ZtV ,9 CLEARING UNITS A 30.00' TEMPORARY EASEMENT- 15.00' ON ,e �' m ,NS Ems' 6'j 1 EACH SIDE OF THE PERMANENT EASEMENT r'r' THROUGH THE REVERSE CURVES AND 30.00' a 19th A NUE SW ACROSS VTR tNNnc YEN, CHEN AND OF THE PERMANENT S MST STATE OF WASHINGTON ' g CHANG PROPERTY. 8 (242103-9008) i 1 FC 11 CONNECT TO EXISTING 15" STUBN. CHEN ICHANG ASSOCYE . A i A " SIA 10+ /.U4 - 1 L (242103-9006) . I (242103-9054) 1 !/// CALL 48 HOURS E SCUM # 1 BEFORE YOU DIG I STA 11+21.99 - 15' L 1-800-424-5555 V Z 0 350.0 350.0 V d z SSMH # 4 345.0 STA 18+40-3.50" L 345.0 CONNECT TO EXISTING 15" STUB SSMH i1 3 - RIM 342.02 STA 10+77.04 18.3 L EXISTING GROUND SSTTA 1 + 0 3 50' L INVERT (S) 328.10-15"" RIM 320.75 RIM 338.03 INVERT (N) 328.00-15 340.0 INVERT (S) 315.00 INVERT (S) 316.27-15"}�T_INyE N 316.17-15" �/` 340.0 i SSMH 1 ,� ' /// STA 11+21.99-14.9' L .' ` f 335.0 RIM 323.50 -" / 335.0 INVERT S 315.43-15" , '' \�i' INVERT (N) 315.33-15" ' SSMH # 2 i/ 330.0 STA12+ 7.41-14.9" -- ---/ 330.0 __i E. INVERTRIM 324.35(S)i�15.73-15" f § INVERT (Ijf'j 315.63-15" 325.0 - ' " E �� ___ �.� "".---:-[6' 325,0 A ra z 8 1, / -- - ,1O. 0 a E 4f Pi iD g t h sR-3 320.0 %.,/ „��G O 5 320.0 \5 al s02 132.89 296.40 3150 --- 00.0015ft/ft 00.0015ft/ft x ------- 15" GPVC SDR-35 315.0 M 41.13 15" GPVC SOR-35 00.0080ft/ft 310,0 15" GPVC SDR-35 310.0 CU 00 N In .-, in .4- M O. 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