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13-102624 (2)
FILE CITY OF Ak Federal November 13, 2013 CITY HALL 33325 8th Avenue South Feder y Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Barbara Napier 911� CES NW Inc. 310 29' Street NE, Suite 101 Puyallup, WA 98372 RE: FILE #13-102624-00-UP; USE PROCESS H SITE PLAN APPROVAL Federal Way Multifamily, 2245 South 33P Street, Federal Way Dear Ms. Napier: The City of Federal Way's Community and Economic Development Department has completed administrative review of the proposed Federal Way Multifamily attached dwelling units. The Process II land use application submitted on June 14, 2013, is hereby approved as the proposal (as conditioned) meets site plan and community design guideline criteria set forth in Federal Way Revised Code (FWRC) 19.60.050, and as found in the enclosed Exhibit - Findings for Process II Site Plan Approval, which are incorporated into this decision. The remainder of this letter outlines the zoning and development review process required for this proposal, conditions of approval, and a summary of appeal procedures. REQUIRED REVIEW PROCESS The proposed improvements to the site are subject to Process H Site Plan Review pursuant to attached dwelling use review process requirements set forth in FWRC 19.205.010. The proposal does not exceed the city adopted flexible thresholds for residential structures up to 20 dwelling units set forth in FWRC 14.15.030(1)(a) and therefore is exempt from review under the State Environmental Policy Act. CONDITIONS OF APPROVAL 1. Open Space — A total of 200 square feet of private open space must be shown for all buildings on the building permit set. As noted on the approved site plan, 80 feet per dwelling unit is provided via ground level patio and the remaining 120 square feet per dwelling unit is proposed via 2' d and P floor balconies_ The balconies on the north elevation of Building A are within the required front yard. Building `A' balconies must be located on the south elevation or an alternative private open space option meeting the 200 square -foot minimum per dwelling unit must be implemented. 2. Lighting Plan — A lighting plan that meets Illuminating Engineering Society (IES) standards shall be submitted with the building permit set. Lighting standards on the plan shall not exceed 20 feet in height and pedestrian level lighting along the step stone pathways and tot lot shall be provided. 3. Landscaping — The following items shall be added to the final landscape plan: • Additional evergreen trees shall be added adjacent to the retaining wall to shield headlight glare from the driveway. Irrigation plan for sod area. (Sod area must have permanent irrigation pursuant to FWRC 19.125.040(21). Ms. Napier November 13, 2013 Page 2 ■ Indicate shrub height at 12, 18, and 24 inches. Shrubs planted in Type III buffers should be 24 inches at planting. • Indicate the tree unit credits associated with each new tree (excluding street trees) per the following 19.120.130-2 table. If the number of credits is below the 15 credit minimum on the preliminary landscape plan then additional tree units will need to be added until the 15 credit minimum is met. 4. Retaining Wall — The applicant shall submit plan details for the proposed retaining wall with the engineering review plan set. The details shall indicate top of wall and bottom of wall points. Pursuant to FWRC 19.120.120, walls are limited to six feet in height, contain a minimum 3-foot landscape setback, and be composed of rock, brick, or other textured or patterned wall style_ Walls over 4 feet in height require a separate building permit. 5. Garbage & Recycling — The applicant shall submit details of the garbage and recycling enclosure with the building permit submittal. Garbage and recycling storage areas are to be consistent with the architectural design of the development. APPEALS The effective date of this decision is November 16, 2013. Pursuant to FWRC 19.60.080, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by December 2, 2013. A written appeal must be delivered to the Community and Economic Development Department with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the decision. —No work on the proposal may begin until the end of the appeal period. CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This Process II approval does not constitute approval of a building permit, engineering approval, authorization to clear and grade, or demolish the existing buildings. If you have any questions regarding this decision, please contact Matthew Herrera, Associate Planner, at 253- 835-2638, or matt.hrrera@cityoffederalway.com. Sincerely, Isaac Conlen, Planning Manager for Patrick Doherty, Director enc, Approved Site Plan and Exhibit A `Findings for Process II Site Plan Review Approval' c: w/ Findings Matthew Herrera, Associate Planner Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District 13-102624 Doc I D 64479 1�� CITY of Federal Way EXHIBIT A Findings for Process II Site Plan Approval Federal Way Multifamily File #13-102624-00-UP FILE The Planning Division hereby presents the following analysis to the Director of Community and Economic Development pursuant to content requirements of the Process H written decision as set forth in Federal Way Revised Code (FWRC) 19.60.070. These findings are based on review of existing city documents and the following items submitted by the applicant stamped by the Permit Center October 11, 2013: • Architectural Sheets Al —A7 ■ Civil Sheets C1 — C4 • Landscape Sheets L101 —103 1. Proposal — The project applicant proposes to redevelop an existing single-family use located at 2245 South 333rd Street, Federal Way, WA 98003 with a 9-unit townhouse development. Associated improvements include road construction, stormwater management, active open space, and landscaping. Two single-family structures and an outbuilding will be removed for a net gain of seven dwelling units. 2. Comprehensive Plan & Zoning Designation — The subject property is within a Multi -Family Residential (RM2400) designation. The applicant's proposed attached dwelling unit use is permitted within the RM zoning designation pursuant to FWRC 19.205.010. 3. Review Process — Attached dwelling units proposed in an RM zone are subject to development review procedures of Use Process H `Site Plan Review' set forth in FWRC Chapter 19.60. Use Process II review is an administrative review that requires no public notice period with a written decision issued by the Director of Community and Economic Development. Appeals of the director's decision are heard by the city's Hearing Examiner. 4. Environmental Review — The application is exempt from review under the State Environmental Policy Act as it does not exceed city adopted flexible thresholds set forth in FWRC 14.15.030(a) for residential structures up to twenty dwelling units. Existing Site Conditions — The subject property is a 0.62-acre parcel located at 2245 South 333rd Street. The site contains two single-family dwelling units. Vegetation on the site consists of a small stand of cottonwood trees along the western property line and a mix of deciduous and evergreen trees located at the northeast corner of the property. The site contains a general slope downward from the northeast to the southwest at approximately 0-6-percent with elevations ranging from 370ft. to 378ft. Soil conservation service maps show the site containing Alderwood gravelly (AgB) with 0- 6-percent slopes. The property abuts South 333rd Street and 24d' Avenue South (private easement). Multi -family zoning surrounds the subject property. 6. Height — Pursuant to FWRC 19.205.010, height is limited to 35 feet above average building elevation for attached dwelling units within RM zones. As shown on Sheets A-6 and A-7, building heights are no higher than 35 feet. Using the existing grade for each building, the following are heights of structures as defined by FWRC 19.05.080: a. Four Unit Structure 33.83'— ABE 375.3' / Mid -point 409.13' b. Three Unit Structure 35'—ABE 374.11' / Mid -point 409.11' c. Two Unit Structure 33.62' — ABE 372.13' / Mid -point 405.75' 7. Required Yards — Pursuant to FWRC 19.205.010, attached dwelling units are prescribed the following required yards or building setback lines: a. Front — 20 feet b. Side (each) — 5 feet c. Rear — 5 feet The east side yard is measured five feet inward from the vehicle and utility access easement pursuant to property line and required yard definitions set forth in FWRC 19.05.160 and 19.05.180, respectively. Buildings A, B, and C and associated non-exempt structures are not shown within required yards on Use Process II plan sheets. 8. Parking — Pursuant to FWRC 19.205.010, attached dwelling units shall provide two parking spaces per dwelling unit. The applicant has provided two -car garages for each unit and two additional exterior spaces near buildings A and B for a total of 20 spaces. The proposed parking accommodations exceed the 18 space minimum requirement. 9. Special Regulations — The following special regulations set forth in FWRC 19.205.010 apply to attached dwelling units within RM zoning districts. Each regulation has been satisfied per staff responses to each item: a. The allowable density is 18 units per acre. 0 At 0.62 acres, a total of 11 dwelling units are allowed. The applicant has proposed 9 units. b. Each building shall consist of a minimum of two units and a maximum of eight units in each grouping. Three buildings consisting of 4, 3, and 2 units are proposed. c. The site must contain 400sf of open space per dwelling unit with a minimum of 200sf of private open space. The remainder shall be common open space with at least 10% set -aside for children's play equipment. Common open space must be in one or more pieces, each having a length and width of at least 25ft. • Each dwelling shows an 80sf patio. As noted on the site plan and conditioned on the approval each unit will have two balconies (2nd & P f1r) for the remaining 120sf. The balconies on Building A cannot be located on the north elevation as this would be in conflict with 20-foot front yard setback limitations! Building `A' balconies must be located on south elevation or an alternative private open space option must be implemented. These balconies shall be shown on the building permit set. Approximately 1,900sf of common open space (exceeds 1,800 minimum) is provided between buildings B and C. 'FWRC 19.125.160(4) allows only an 18-inch overhang into required yards. Findings for Process II Site Plan Approval Page 2 Federal Way Multifamily File #13-102624-00-UP/Doc, I.D. 63775 A children's play structure and surrounding wood chip play area contained within curbed edging exceeds the 180sf children's play equipment set aside. Dimensions of the common open space is at least 50ft wide and 35ft long. 10. Community Design Guidelines —As detailed below, the project embodies site and building design principles consistent with applicable requirements of the Community Design Guidelines (FVWRC Chapter 19.115). a. Crime Prevention Through Environmental Design (CPTED) + Completed CPTED checklist. + Open space in view of habitable rooms. • Direct pathways. ■ Landscaping does not obstruct natural surveillance. b. Pedestrian Circulation and Public Space Step stone pathways provide connections to all three buildings and tot lot. Seating and children's play area provided in designated open space. c. Lighting — As a condition of approval, a lighting plan that meets IES standards shall be submitted with the building permit set. Pedestrian level lighting may be required within step stone paths and tot lot open space. d. District Guidelines — The following is an analysis of how the proposal meets specific RM zoning district guidelines: + Lighting fixtures should not exceed 20 feet in height and shall include cutoff shields. ■ This item will be confirmed with lighting plan as conditioned to this UPII decision. ■ Common recreational spaces shall be located and arranged so that windows overlook them. ■ The common open space and tot lot is located between Buildings B and C where habitable rooms with windows and patios/balconies are located. + Units on the ground floor (when permitted) shall have private outdoor spaces adjacent to them so those exterior portions of the site are controlled by individual households. • Each unit has an 80sf ground floor patio. ■ All new buildings shall appear to have a roof pitch ranging from at least 4:12 to a maximum of 12:12. ■ Each unit has a roof pitch of 4:12. + Carports and garages in front yards should be discouraged. ■ Unit garages are not within or visible in the parcel's front yard. + Residential design features, including but not limited to entry porches, projecting window bays, balconies or decks, individual windows (rather than strip windows), offsets and Findings for Process II Site Plan Approval Federal Way Multifamily Page 3 File #13-102624-00-UP/n. I.D. 63775 cascading or stepped roof forms, shall be incorporated into all buildings. Window openings shall have visible trim material or painted detailing that resembles trim. • Units contain entry porches, balconies (as conditioned), individual windows, gable, dormers, trim and various exterior siding finishes. 11. Transportation Coneurrency & Mitigation — The Public Works Traffic Division has determined the proposal and its five new PM peak hour trips will not cause failures to the surrounding transportation system and a Capacity Reserve Certificate was issued August 22, 2013. A transportation impact fee will be due at building permit issuance. 12. Access Management — Vehicle and pedestrian access will be provided via a modified private street (24"' Avenue South). Two driveways will be constructed off the 20 Avenue South frontage. The applicant will provide 20-foot-wide pavement, vertical curb and gutter, 5-foot-wide sidewalk on the west side, and street lights behind the sidewalk. 13. Public l nurovements — The applicant will construct half -street improvements along the property's South 333 Street frontage. The Type R street will require curb/gutter, 4-foot planter strip with street trees, and 6-foot sidewalks. The applicant will be required to dedicate 3 feet of frontage in order to meet Type R street width standards. 14. Perimeter Landscaping — Pursuant to FWRC 19.125.060(3), the applicant is required to provide a Type III perimeter landscaping screen along the property lines. A 20-foot screen is required along South 333`d Street and 24" Avenue South frontages and a 10-foot screen is required along the south and west property lines. The applicant has requested a 25-percent reduction along the two street frontages pursuant to modification option FWRC 19.125.100. The modification is approved as it meets decisional criteria set forth in 19.125.100(2). Reduction in landscaping allows for a Low Impact Development drainage treatment within the South 333`d Street frontage screen and proposed plantings in the remaining 15- foot screen along both street frontages act as effective screens for the proposed development. The 10-foot landscaping screen is shown along the south and west frontages. As a condition of approval, the following items shall be added to the final landscape plans with the construction set (building or engineering): * Additional evergreen trees shall be added adjacent to the retaining wall to shield headlight glare from the driveway. • Irrigation plan for sod area. (Sod area must have permanent irrigation pursuant to FWRC 19.125.040(21). • Indicate shrub height at 12, 18, and 24 inches. Shrubs planted in Type III buffers should be 24 inches at planting. 15. Tree Retention/Replacement — Pursuant to 19.120.130(1)(b), redeveloping parcels are required to meet a tree density requirement of 30 tree units per acre via retention, replacement or supplement. The subject property's net acreage (minus frontage dedication and 24 b Avenue South) is 0.47 acres and therefore would require 15 tree units. As no existing trees are shown to be saved, the applicant will be required to meet the 15 tree unit credit via new planting. Findings for Process II Site Plan Approval Page 4 Federal Way Multifamily File #13-102624-00-UP/nog. LD. 63775 As a condition of approval, the final landscaping plan shall indicate the tree unit credits associated with each new tree (excluding street trees) per the following 19.120.130-2 table. If the number of credits is below the 15 credit minimum on the preliminary landscape plan then additional tree units will need to be added until the 15 credit minimum is met. Small Canopy Species (Mature canopy area < 450 SF) .50 tree units Medium Canopy Species (Mature canopy area 450 to 1,250 SF) 1.0 tree units Large Canopy Species (Mature canopy area> 1,250 SF) 1.5 tree units 16. Clearing and Grading — In order to prepare the parcel for adequate drainage and building pads, the applicant proposes to clear the entire site. Approximately 62 cubic yards of cut and 2,142 cubic yards of fill are proposed for a site with a finished grade ranging from approximately 371 feet at the southwest corner of the site to approximately 376 feet at the northeast corner. A retaining wall approximately 42.5 linear feet is proposed along the west property line on the northern half of the parcel. Erosion control requirements will be reviewed under the Public Works engineering file. Be advised that projects that are not under construction for a 12-month period following the clearing, grading and tree removal activity will be required to implement an interim aesthetic treatment of the site pursuant to FWRC 19.120.060(2)(c). As a condition of approval, the applicant shall submit plan details for the proposed retaining wall. The details shall indicate top of wall and bottom of wall points. Pursuant to FWRC 19.120.120, walls are limited to six feet in height, contain a minimum 3-foot landscape setback, and be composed of rock, brick, or other textured or patterned wall style. 17. Stormwater — The preliminary Technical Information Report and drainage sheet indicate a Low Impact Development (LID) strategy for stormwater flow control and water quality treatment. Porous asphalt with crushed stone gallery and underground infiltration trenches within the perimeter landscaping (northern frontage) and common open space area is anticipated to meet the 2009 King County Surface Water Design Manual requirements without the need for a surface or underground detention facility. 18. Fire Protection — The South King Fire and Rescue District has indicated it will require all nine units to be protected with fire sprinklers in lieu of the applicant providing a cul-de-sac turn around and onsite hydrant. Additionally, no parking will be permitted along the private access road. 19. Water and Sewer — The Lakehaven Utility District has indicated that public water and sewer facilities are available for the subject property. The applicant will be required to obtain separate service connections from the utility district. 20. Garbage & Recycling —Pursuant to FWRC 19.125.150(6), garbage and recycling storage areas are to be consistent with the architectural design of the development. As a condition of approval, the applicant shall submit details of the garbage and recycling enclosure with the building permit submittal. 21. Building Permit & Engineering Review —Prior to site clearing or building construction, the applicant must obtain building permit and engineering approval. This Use Process II site plan approval decision does not grant building permit or engineering approval. Findings for Process II Site Plan Approval Page 5 Federal Way Multifamily File #13-102624-00-UP/D., Ln.63775 22. Decision Criteria — Staff finds the proposal is consistent with applicable site plan approval criteria required for Process H as set forth in FWRC 19.60.050. The proposal is consistent with the city's comprehensive plan; applicable provisions of FWRC Title 19 Zoning and Development Code; public health, safety, and welfare; and streets and utilities in the area are adequate to serve the anticipated demand from the proposal. The proposal is consistent with Community Design Guidelines decisional criteria set forth in FWRC Chapter 19.115. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable city requirements. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Matthew Herrera, AICP - Associate Planner Findings for Process II Site Plan Approval Federal Way Multifamily Date: November 6, 2013 Page 6 File #13-102624-00-UP/n«. I.D. 63775 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL Resubmittal DATE: October 31, 2013 TO: Kevin Peterson, Development Services Sarady Long, Traffic Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS ZONING DISTRICT. - Matt Herrera — Planning 13-102624-00-UP None FEDERAL WAY MULTIFAMILY 2245 S 333RD ST RM 2400 PROJECT DESCRIPTION: Demolition of existing single-family residence and outbuilding; development of three new residential townhomes consisting of 9 units with supporting services and infrastructure. LAND USE PERMITS PROJECT CONTACT: Use Process II CES NW INC BARBARA NAPIER 310 29TH ST NE Suite 101 Puyallup, WA 98372 MATERIALS SUBMITTED: Revised Sheets CITY DF .. Federal Way July 26, 2013 Barbara Napier CES NW Inc. 310 29`' Street NE, Suite 101 Puyallup, WA 98372 i CITY HALL FILE 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 wwww cityoffederalway. com RE: File #13-102624-00-UP; TECHNICAL COMMENT LETTER Federal Way Multi -Family, 2245 South 333d Street, Federal Way Dear Ms. Napier: City staff has completed the initial review of your June 14, 2013, Process II Master Land Use (MLU) application submittal package. Site improvements include the removal of two existing single-family residential units and the construction of nine new attached dwelling units within three buildings, active open space, landscaping, and private road construction. The application was deemed complete at submittal. TECHNICAL COMMENTS Unless otherwise noted, the following comments provided by staff reviewing your project must be addressed prior to issuing the administrative site plan decision. Please direct questions regarding any of the technical comments to the appropriate staff representative. Zoning and Land Use Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com Required Yards — The five-foot east side yard is shown within the subject property's road easement. FWRC 19.05.160 defines property line as "...those lines enclosing the subject property and those lines defining a recorded vehicular access easement or tract." FWRC 19.05.180 defines required yard, in part, as "...the minimum required distance between a structure and a specific line, such as a property line, edge of private tract, or vehicular access easement that is required to remain free of structures." Please revise sheets to indicate five-foot east required yard (building setback line) measured inward from the access and utility easement. 2. CPTED Checklist — Pursuant to 19.115.010, the proposed redevelopment is subject to review for implementation of Crime Prevention through Environmental Design (CPTED) principles. Please complete and return the enclosed CPTED checklist with your resubmittal package. 3. Lighting Plan — A component of the CPTED checklist requires a photometric lighting plan that meets Illuminating Engineering Society (IES) exterior lighting standards. FWRC 19.115.050(7) requires that lighting be provided in all loading, storage, and circulation areas, and incorporate cut-off shields. Lighting along pedestrian circulation areas should be at a pedestrian level. Other lighting fixtures should not exceed 20 feet in height. -Us. rapier July 26, 2013 Page 2 4. Plan Consistency — There are discrepancies between features shown on the site plan and landscape plan that will need to be corrected prior to Use Process II approval. The landscape plan is also not scaled at 1 "=10' as indicated on the legend. Please add the exterior parking spaces, patio, and any other missing features to the landscape plan and correct the drawing's scale. Perimeter Landscaping — Pursuant to FWRC 19.125.060(3), Type IIl landscaping 20 feet in width is required along public rights -of -way (South 333`d Street) and ingress/egress easements (private drive). The northern perimeter lacks required width (site plan shows patio within perimeter area and landscape plan does not) and mix of evergreen trees that Type III Iandscaping description requires. The width of the landscaping screen may be reduced up to 25 percent via a landscape standard modification. Please refer to FWRC 19.125.100(3) for width reduction details or provide the 20-foot- wide Type III screen. The eastern perimeter contains the required width for most of the frontage except for the taper near the southern border. The proposed planting schedule and step stone path meets modification criteria set forth in FWRC 19.125.100(2) and if averaged, the perimeter width meets modification criteria FWRC 19.125.100(5); therefore, no changes will be required for the eastern perimeter. 6. Open Space —Pursuant to FWRC 19.205.010(6), the proposal will require 3,600 square feet of open space to be provided. The following is a breakdown of the different types of open space that will need to be provided within the 3,600 square feet: a. Private — 200sf per dwelling unit. Yards, patios, and balconies. Patios should have divider between dwelling units. b. Usable common — 1,800sf. In one or more pieces having a length and width of at least 25ft. at least 10 percent of usable common must be developed and maintained with children's play equipment. Please provide a breakdown on the site plan of how the open space requirements will be met. Stonnwater and Engineering Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com Ms. Dower's comments will be sent under separate cover. Transportation Sarady Long, 253-835-2743, sarady.long@cityoffederalway.com Mr. Lon 's comments will be sent under separate cover. Water/Sewer Brian Asbury, Lakehaven Utility District, 253-946-5407, basbury@lakehaven.org 1. A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger service, irrigation, abandonment of existing service(s), re -activation, etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Non - single -family properties require separate domestic (per building), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections & meters. Ole recent plans submittal appears to show all proposed new services/meters] 13-102624 Doc_ I.D. 63774 Ms_ Napier July 26, 2013 Page 3 2. Installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic, and/or irrigation, service meter is required pursuant to WAC 246-290-490 & Lakehaven standards. As a low cross -connection hazard, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required. Contact Lakehaven's Cross - Connection Control Program Manager (Chris Zoepfl, CZoe fl Lakehaven.or , 253-946-5427) for additional information & BPA testing coordination. [BPA devices do not appear to be indicated on the recent plans submittal] 3. A separate Lakehaven sewer service connection permit is required for each new building's connection to the sanitary sewer system or any modification (re -align, abandon, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. A special project account will be established to capture & recover Lakehaven expenses (primarily inspections labor) incurred above those costs accounted for in typical Sewer Service Connection Permit fees. 4. A two-way cleanout would be allowed in lieu of the manhole shown on the recent plans submittal, as all new pipe will be privately owned/operated/maintained; however at owner's discretion the manhole is also acceptable. Also, it appears a east -west segment of new 8" diameter sewer pipe is proposed, however Lakehaven will allow this to be 6" diameter at owner's discretion. Minimum pipe slope if 8" is 1.0%, minimum pipe slope for 6" sewer service pipe is 2%_ APPLICATION STATUS As of today, the 120-day review period for the wetland buffer permit and substantial development permit has stopped with 42 days used. The review period will begin again within 14 days of a complete resubmittaI of items requested/corrected. When resubmitting requested information, please provide a written response to each of the above -referenced items, two copies of corrected reports, and six copies of corrected full size plans with the enclosed resubmittal form. Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days (January 22, 2014) of being notified that such information is requested, the application shall be deemed void. The FWRC can be reviewed in its entirety at h :t/www.cod ublishLn .comlwalfederalwa 1. If you have any questions regarding this letter or your development project, please contact me at 253-835- 2638, or matt.herrera@cityoffederalway.com. Sincer Matt ew Herrera Associate -Planner enc_ Resubmittal Handout IES Footcandle Levels c: Ann Dower, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Utility District 13-102624 Doc. ID_ 63774 RE U(' I 1 l 65UTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 CITY OF OCT 112013 253-835-2607; Fax 253-835-2609 Federal Way CITY OF FEDERAL WAY www.cit offederalwa .con CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note.- Additional or re vised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BE CL OUDED. Project Number: Project Name: 13 - -- ;I.�+ II �" 'filk rf Project Address: �°��� �� S 3-13 r4 Sttr a ePu k Project Contact: avn &Irst"'o Phone: S,5 — ?'fg 7 RESUBMITTED ITEMS: # of Copies "` Detailed Description of Item r r. rrti'►: 1'PC 1r1.,d"F_ W7iiRA 5 ** Always submit the same number of copies as required for your initial application.' Resubmittal Requested by: N6 ff kl?terf('rx Letter Dated: _`__� (Statt Member OFFICE USE O�NL Distibution ■ - -By. - ■^• ■ Description C-- Planning Ila, Bulletin #129—January 1, 2011 Page 1 of 1 k:\landouts\Resubmittal Information C Ev SaNWInc. RESUBMITTED Civil Engineering dam' Surveying 0 C T 112013 Letter of Transmittal CITY OF FEDERAL WAY CDS TO: Matt Herrera CES Project No. City of Federal Way Project Name: Department Of Community Development Services Regarding: 33325 8th Avenue South Date: Federal Way, WA 98063-9718 WE ARE SENDING: 310 29th Street NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 12074 Federal Way Multifamily Process II Resubmittal October 10, 2013 NO. COPIES DATE NO. DESCRIPTION 1 1 8/7/2013 09/25/2013 1 2 FResubmittal Form Herrera Comment Letter 6 10/10/2013 16 Process II Plan set THESE ARE TRANSMITTED: Submitted for your review and approval are revised plans. The following is a response to your comments: Perimeter Landscaping The plans have been revised to increase the landscape buffer to 15 feet along the north and east property lines. Enhanced screening plantings are provided allowing the 25% reduction from the 20- foot buffer required. The C1 cover sheet shows balconies and patios to meet the private useable open space that was located only on patios on the previous plan set. Per our phone discussion, balconies on the second and third floors will be a condition of building permit approval. • Tot Lot Location The tot lot has been relocated to its original location and the site re -graded to accommodate it. • Lighting Per our phone discussion, the pedestrian scale lighting will be provided on the buildings. A revised architectural plan with a photometric illumination plan will be provided prior to building permit approval. • Fire Sprinklers Fire sprinklers will be provided for Building C If you should have any questions, please feel free to contact me. Thank you, Don Babineau Senior Design Engineer dbabineau@cesnwinc.com Fe,--eral Way Multi-fai - ily I" C" or, Federal Way This map is a graphic representation only. The city makes no warranty to its accuracy _-M I r-, � -' :.Ij 200 Feet 0 50 100 `' 1�kCITY OF Federal Way September 25, 2013 Barbara Napier CES NW Inc. 310 29`h Street NE, Suite 101 Puyallup, WA 98372 RE: FILE #13-102624-00-UP; TECHNICAL COMMENT LETTER #2 Federal Way Multifamily, 2245 South 333rd Street, Federal Way Dear Ms. Napier: I CITY HALL FILE 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com City staff has reviewed the August 29, 2013, resubmittal of items (minus landscape and lighting plans) for the Federal Way Multifamily Use Process II application. In your transmittal packet you had requested that staff issue the Use Process II approval and defer the landscape and lighting plan approval with the engineering permit that is still under review. I am unable to issue the Use Process II approval at this time due to the following concerns: 1. Perimeter Landscaping — The resubmitted site plan does not account for the 20-Foot-wide Type III landscaping screen along the South 333rd Street frontage or along the private road easement to the east. The proposed patio for Building A is shown within the 20-foot landscape screen on the South 333rd Street frontage. On the private road easement frontage, a 20-foot-wide landscaping screen is also required but only 10 feet of landscape screen is shown. All three buildings on the site plan encroach into the eastern perimeter screen while the initial landscaping plan shows the buildings outside of the 20-foot screen. These screen widths were nearly met with the initial landscape plan that was submitted but have been reduced with the resubmitted site plan. The Use Process II approval cannot be issued until the required screens are shown on resubmitted site and landscape plans. 2. Tot Lot Location — The relocation of the tot lot to the east side of Building C presents a security concern. There is a lack of natural surveillance along the east side of Building C as there are few windows and active spaces along the east side of Building C. The original location between Buildings B and C provided "eyes" on the tot lot with the patios, kitchens, and bedrooms of 5 units overlooking the active recreation space. Please relocate the tot lot to the original location. 3. Lighting — A lighting plan meeting the requirements of Illuminating Engineering Society (IES) is a Crime Prevention through Environmental Design (CPTED) requirement and must be reviewed with the Use Process II application. Please submit a lighting plan that incorporates the July 26 comments and meets IES standards. 4. Fire Sprinklers (Informational) — The South King Fire and Rescue District has again indicated Building C will in fact require an NFPA 13D sprinkler system. The turn -around provided, which utilizes the driveway access to building C, is required and is allowed in lieu of a cul-de-sac thus Ms. Napier September 25, 2013 Page 2 the reason for the sprinkler requirement. Please contact Deputy Fire Marshall Chris Ingham at 253-946-7244 or chris.ingham@southkingfire.org for any questions regarding this requirement. Closing Public Works staff has determined that no other corrections are needed for stormwater, engineering, or traffic as it relates to the Use Process II application. As of today, 42 days of the 120-day review period have been used. The review clock did not advance due to the incomplete resubmittal. The review period will begin again within 14 days of a complete resubmittal of items requested/corrected. When resubmitting requested information, please provide a written response to each of the above - referenced items, two copies of corrected reports, and six copies of corrected full size plans with the enclosed resubmittal form. Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days (March 24, 2014) of being notified that such information is requested, the application shall be deemed void. The FWRC can be reviewed in its entirety at http://www.codepublishing.com/wa/federalw. If you have any questions regarding this letter or your development project, please contact me at 253-835- 2638, or matt.herrera@cityoffederalway.com. Sincerely, Matthew Herrera, AICP Associate Planner enc: Resubmittal Handout c: Ann Dower, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District 13-102624 Doc I D 64207 Matt Herrera From: Brian Asbury <BAsbury@lakehaven.org> Sent: Friday, September 13, 2013 11:06 AM To: Matt Herrera Subject: Federal Way Townhomes (1 3-102624-00-U P) Matt, Lakehaven sewer permit required to disconnect existing sewer service connection, prior to building demolition. Just service connections then for the new/proposed buildings. I believe water service stubs were brought across S 333rd a few years back, in anticipation/preparation of this development... but not a significant issue as existing water main is on north side of ROW & is not under ROW asphalt pavement (nor will new meter locations be either). Brian Asbury Development Engineering Supervisor Lakehaven Utility District Matt Herrera From: Ingham, Chris <Chris.Ingham@southkingfire.org> Sent: Wednesday, September 11, 2013 8:39 AM To: Matt Herrera Cc: Gordon Goodsell Subject: Federal Way Multifamily Process II Resubmittal/13-102624 Regarding the August 28, 2013 from C.E.S. NW, Inc. The two -unit Building C structure will require an NFPA 13D sprinkler system. The turn -around provided utilizing the driveway access to building C is required and is allowed in lieu of a cul-de-sac thus the reason for the sprinkler requirement. Chris Ingham Deputy Fire Marshal 253-946-7244 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL Resubmittal DATE: September 6, 2013 TO: Kevin Peterson, Development Services Sarady Long, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matt Herrera — Planning Division FILE NUMBER(s): 13-102624-00-UP RELATED FILE NOS.: None PROJECT NAME: FEDERAL WAY MULTIFAMILY PROJECTADDRESS: 2245 S 333RD ST ZONING DISTRICT.- RM 2400 PROJECTDESCRIPTION: Demolition of existing single-family residence and outbuilding; development of three new residential townhomes consisting of 9 units with supporting services and infrastructure. LAND USE PERMITS PROJECT CONTACT: Use Process II CES NW INC BARBARANAPIER 31029THSTNESuke 101 MATERL9LS SUBMITTED: 1. Response to comment letter 2. CPTED Checklist 3. Revised Preliminary TIR 4. Revised Plan Set N DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South RESUBMITTED Federal Way, WA 98003-6325 CITY OF 253-835-2607; Fax 253-835-2609 Federal Way AUG 2 9 2013 www.rayofi'ederalway.co"I CIV OF FEDERAL WAY RESUBMITTAL INP RMATION This completed form MUST accompany al/ resubmittals. **Pleasenote.- Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BE CLOUDED. Project Number: Project Name: Project Address: Qa Project Contact: Phone: RESUBMITTED ITEMS: ** Always submit the same number of copies as required for your initial application. Resubmittal Requested by: m to em } e� 1- /yX Letter Dated: + /-�k/ j,013 RESUB #.• _ Dept/Div Name Building Planning PW Fire Other OFFICE USE ONL Distribution Date." 3,3 BY. ## Description Bulletin #129—January 1, 2011 Page 1 of 1 k:\Elandouts\Resubmittal Information CEOSONWInc. Civil Engineering & Surveying Letter of Transmittal RESUBMITTED AUG 2.9 2013 CITY OF FEDERAL WAY CDs TO: Matt Herrera CES Project No City of Federal Way Project Name: Department Of Community Development Services Regarding: 33325 8th Avenue South Date: Federal Way, WA 98063-9718 WE ARE SENDING: 310 291h Street NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 12074 Federal Way Multi -Family Process II Resubmittal August 28, 2013 NO. COPIES DATE TN�O.DESCRIPTION l 1 8/28/13 1 Resubmittal Form 1 8/28/13 4 CES Response to COFW 7/26/13 Technical Comment Letter 1 8/28/13 9 CPTED Checklist 2 8/27/13 132 Preliminary Storm Drainage & Erosion Control Report 6 8/27/13 9 Revised Plan Set THESE ARE TRANSMITTED: Submitted for your review and approval are revised plans and supporting reports for the above -referenced 9-unit townhouse project. Craig and I met with Kevin Peterson last week and in our discussions with Kevin, requested changes are being reflected on the civil drawings, which I have provided today. I have requested the changes to the Landscape and Lighting plans and will resubmit those plans as soon as I receive them. I anticipate them within the next week. I would like to request, if possible, approval of the Process II application, with the caveat the engineering plans will not be approved until both Landscape and Lighting plans have been approved. If you should have any questions or concerns, please contact me at 253-848-4282. Thank you, 1` Barbara A. Napier Senior Planner bnapier@cesnwinc.com 11 A� CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 811 Avenue South RESUBMITTED Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 AUG 2 9 2013 www.ciiyoffederalway.com CITY OF FEDERAL WAY CDS Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners —[]Conforms Avoid blind corners in pathways and parking lots. _C1Revise DNA Comments: Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. t 13 Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used:, n 1.2 Site and Building Layout C Conforms Allow natural observation from the street to the use, from the—FRevise use to the street, and between uses —PNA Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy is Applicable during Site Plan Review e Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. ■ Family Development 9 { Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ Offset windows, doorways and balconies to allow for natural i� observation while protecting privacy. ■ ❑ Locate main entrances/exits at the front of the site and in view of the street. ■ For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community El entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface ❑ parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures ❑ Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ ❑ Avoid hidden recesses. ■ Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ g locations that are easily observed by people. Parks, plazas, Open Space common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: n Evaluation for Agency Use Only Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy a Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open _.DConforms Space _F Revise Provide natural surveillance for common/open space areas. `NA Comments: Position active uses or habitable rooms with windows adjacent to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner which screens refuse containers but avoids providing opportunities to hide. t Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. e ❑ Locate seating in areas of active uses. e Other strategy used: 1.4 Entrances _❑Conforms Provide entries that are clearly visible. Revise INA Comments: ❑ Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to ❑ F)WRC 19.140.060. Exempt Signs. (Applicable during Certificate of Ocupana Inspection . Other strategy used: 1.5 Fencing ! ❑ Conforms Fence design should maximize natural surveillance from the ❑Revise street to the building and from the building to the street, and _❑NA minimize opportunities for intruders to hide. Comments: Bulletin #022 —January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates ❑ open elements to allow visibility above the height of five feet. e If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Evaluation for Agency Use Only Other strategy used: 1.6 Landscaping — 'Conforms Avoid landscaping which obstructs natural surveillance and ,Revise allows intruders to hide. —i-NA Comments: Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ Avoid vegetation that conceals the building entrance from the d_ street. ■ Other strategy used: 1.7 Exterior Lighting �1Conforms Provide exterior lighting that enhances natural surveillance. _QRevise (Refer to FWRC 19.115.050(7)(a) for specific lighting NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. ■ Bulletin #022 —January 1, 2011 Page 4 of 9 k:\Handouts\CPTED Checklist 1 Section and ✓ Functional Area Performance Performance Standard Standard Strategy 0 Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ For areas intended to be used at night, ensure that lighting supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ �( Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e ❑ Use photoelectric rather than time switches for exterior lighting. e In projects that will be used primarily by older people ❑ (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Evaluation for Agency Use Only Other strategy used: 1.8 Mix of Uses _❑Conforms In mixed use buildings increase opportunities for natural —❑Revise surveillance, while protecting privacy. _ENA Comments: Bulletin #022 —January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 0 Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: used 1.9 Security Bars, Shutters, and Doors _❑Conforms When used and permitted by building and fire codes, security _ Li Revise bars, shutters, and doors should allow observation of the street _❑NA and be consistent with the architectural style of the building. Comments: Security bars and security doors should be visually permeable (see -through). e Other strategy used: Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification —[]Conforms Ensure buildings are clearly identified by street number to _❑Revise prevent unintended access and to assist persons trying to find —I!NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin 4022 — January 1, 2011 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e }� Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances _L-Conforms Avoid confusion in locating building entrances. _1-]Revise _0 NA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ Minimize the number of entry points. ■ Other strategy used: 2.3 Landscaping —.-Conforms Use vegetation as barriers to deter unauthorized access. _Revise NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: 2.4 Landscaping Location _❑Conforms Avoid placement ofvegetation that would enable access to a _❑Revise building or to neighboring buildings. _❑NA Comments: Bulletin #022 —January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, fences, and gutters next to second story windows or balconies that could provide a means of access. ■ Other strategy used: 2.5 Security _❑ Conforms Reduce opportunities for unauthorized access _Revise _DNA Comments: Consider the use of security hardware and/or human measures ❑ to reduce opportunities for unauthorized access. (Applicable during Certificate oLOccWqM Inspect . Other strategy used: 13 2.6 Signage _❑ Conforms Insure that signage is clearly visible, easy to read and simple _❑Revise to understand [Signs must conform to FWRC 19.140.060. _❑NA Exempt Signs]. Comments: Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. e Bulletin #022 —January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Where exits are closed after hours, ensure this information is ❑ indicated at the parking area entrance. e Other strategy used: Section 3.0 Ownership 3.1 Maintenance —C1Conforms Create a "caredfor" image _1 ,Revise _a- NA Comments. Ensure that landscaping is well maintained, as per FWRC 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). Where possible, design multi -unit residential uses such that no more than six to eight units share a common building entrance. ■ Other strategy used: 3.2 Materials _>riConforms Use materials, which reduce the opportunity for vandalism. —D Revise _UNA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e Where large walls are unavoidable, refer to FWRC e 19.125.040(21) regarding the use of vegetative screens. Common area and/or street furniture shall be made of long j wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Other strategy used: Bulletin #022 —January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist CE.S. Nw, Ine Civil Engineering & Sm vey ng August 28, 2013 Matt Herrera City of Federal Way Department Of Community Development Services 33325 8th Avenue South Federal Way, WA 98063-9718 RESUBMITTED AUG 2 9 202 CITY OF FEDERAL WAY CDS RE: Federal Way Multifamily Process II Resubmittal (13-102624-00-UP) CES Project Number 12074.0 Mr. Herrera, 310 291" St NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 This letter is intended to address the comments as identified in the Technical Comment Letter dated July 26, 2013, and supplemental comment letters from Kevin Peterson and Sarady Long regarding the Process II Master Land Use application for the Federal Way Multifamily project. Zoning and Land Use 1. Required Yards — The five-foot east side yard is shown within the subject property's road easement. FWRC 19.05.160 defines property line as "...those lines enclosing the subject property and those lines defining a recorded vehicular access easement or tract. FWRC 19.05.180 defines required yard, in part, as "...the minimum required distance between a structure and a specific line, such as a property line, edge of private tract, or vehicular access easement that is required to remain free of structures." Please revise sheets to indicate five-foot east required yard (building setback line) measured inward from the access and utility easement. The plans have been revised to indicate the required 5-foot east building setback line. 2. CPTED Checklist — Pursuant to 19.115.010, the proposed redevelopment is subject to review for implementation of Crime Prevention through Environmental Design (CPTED) principles. Please complete and return the enclosed CPTED checklist with your resubmittal package. Please see the enclosed CPTED Checklist 3. Lighting Plan — A component of the CPTED checklist requires a photometric lighting plan that meets Illuminating Engineering Society (IES) exterior lighting standards. FWRC 19.115.050(7) requires that lighting be provided in all loading, storage, and circulation areas, and incorporate cut-off shields. Lighting along pedestrian circulation areas should be at a pedestrian level. Other lighting fixtures should not exceed 20 feet in height. The lighting plan will comply with all design standards as required by IES and FWRC. 4. Plan Consistency —The ' re are discrepancies between features shown on the site plan and landscape plan that will need to be crrected prior to Use Process II approval. The landscape plan is also not scaled at 1"= 10' as indicated on the legend. Please add the exterior parking spaces, patio, and any other missing features to the landscape plan and correct the drawing's scale. — 1 — Federal Way Multifamily Process II Resubmittal (13-102624-00-UP) CES Project Number 12074.0 August 28, 2013 The landscaping plans have been revised to reflect the current design as indicted on the site plan, which includes the exterior parking spaces, patio, and all other missing features from the previous plans. The scale has also been corrected to 1"=10'. 5, Perimeter Landscaping — Pursuant to FWRC 19.125.060(3), Type III landscaping 20 feet in width is �J required along public rights -of -way (South 333rd Street) and ingress/egress easements (private drive). The northern perimeter lacks required width (site plan shows patio within perimeter area and landscape " plan does not) and mix of evergreen trees that Type III landscaping description requires. The width of the landscaping screen may be reduced up to 25 percent via a landscape standard modification. Please tat 01 refer to FWRC 19.125.100(3) for width reduction details or provide the 20-foot-wide Type III screen. AiD t 20 The eastern perimeter contains the required width for most of the frontage except for the taper near the southern border. The proposed planting schedule and step stone path meets modification criteria �vT1 set forth in FWRC 19.125.100(2) and if averaged, the perimeter width meets modification criteria FWRC 19.125.100(5); therefore, no changes will be required for the eastern perimeter. -1►�_ Please see the revised landscaping plans showing the Type III landscaping requirements. 6. Open Space — Pursuant to FWRC 19.205.010(6), the proposal will require 3,600 square feet of open space to be provided. The following is a breakdown of the different types of open space that will need to be provided within the 3,600 square feet: a. Private — 200 sf per dwelling unit. Yards, patios, and balconies. Patios should have divider pw ell — between dwelling units. Usable common - 1,800 sf. In one or more pieces having a length and width of at least 25 ft. at least 10 percent of usable common must be developed and maintained with children's play equipment. Please provide a breakdown on the site plan of how the open space requirements will be met. A breakdown of the required open space has been added to the site plan as indicated. Stormwater and Engineering 1. Streetlight on 24th Ave S should be private. The property owner will be responsible for maintenance and operation costs for all streetlights on this private road. The project will comply with all maintenance and operation requirements. 2. Please coordinate with PSE on the streetlight to be mounted on the existing power pole located on S 333rd Street. CES will coordinate with PSE. 3. Please identify new and existing sign on the plans. There is an existing W1-6 and street name sign at the end of S 333rd Street. Please verify if this sign will need to be relocated. The plans have been revised. 4. Sidewalk on 24th Ave S should be a minimum of 5'. The project will comply with the minimum requirements. MAE Federal Way Multifamily Process II Resubmittal (13-102624-00-UP) CES Project Number 12074.0 August 28, 2013 Transportation 1. The engineer is proposing Flow Control Best Management Practices (BMP's) (porous pavement used for Full Infiltration) in lieu of providing a formal Flow Control Facility. The City will support this concept under the following conditions: a. The building roof downspouts shall be directed into separate infiltration trenches or drywells per the design criteria of Appendix C of the King County Surface Water Design Manual, rather than directed onto the porous pavement as noted in the TIR; The project will comply with Appendix C; plans and TIR have been revised. b. The infiltration systems shall be designed such that events up to the 100 year peak flows are retained on -site, with a 100 year overflow route identified; The project will comply; plans and TIR have been revised. c. A detailed maintenance plan shall be developed for the porous pavement and roof drain infiltration system(s), and recorded on the property; The project will comply. 2. Add the public street numbers (S 333`d St and 24th Ave S) to all plan sheets. Plans have been revised. 3. Provide a cross-section of S 333Id St showing existing and proposed improvements, and include existing and proposed right of way. Cross -sections have been provided on sheet C6 of the Civil Plan set. 4. Indicate on the plans that the `Proposed 3' ROW (TYP)' is area that is to be dedicated. Plans have been revised. 5. The porous pavement needs to be designed to support the load -bearing requirements of South King Fire and Rescue vehicles. The project will comply. Water/Sewer 1. A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger service, irrigation, abandonment of existing service(s), re -activation, etc.), in accordance with standards defined in Lakehaven's current 'Fees and Charges Resolution'. Non -single- family properties require separate domestic (per building), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections & meters. [The recent plans submittal appears to show all proposed new services/meters] The water service connection application was submitted to Lakehaven Utility District on July 17, 2013 for review. The plans do indicate all proposed new services and meters. Installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic, and/or irrigation, service meter is required pursuant to WAC 246-290-490 & Lakehaven standards. As a low cross -connection hazard, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required. Contact Lakehaven's Cross -Connection Control Program —3— Federal Way Multifamily Process II Resubmittal (13-102624-00-UP) CES Project Number 12074.0 August 28, 2013 Manager (Chris Zoepfl, CZoepfl@Lakehaven.org, 253-946-5427) for additional information & BPA testing coordination. [BPA devices do not appear to be indicated on the recent plans submittal] The project will comply with Lakehaven standards for all cross -connections. 3. A separate Lakehaven sewer service connection permit is required for each new building's connection to the sanitary sewer system or any modification (re -align, abandon, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current 'Fees and Charges Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. A special project account will be established to capture & recover Lakehaven expenses (primarily inspections labor) incurred above those costs accounted for in typical Sewer Service Connection Permit fees. The sewer service connection application was submitted to Lakehaven Utility District on July 17, 2013 for review. The plans do indicate a minimum pipe slope of 2% for all proposed gravity sewer service connections. 4. A two-way clean out would be allowed in lieu of the manhole shown on the recent plans submittal, as all new pipe will be privately owned/operated/maintained; however at owner's discretion the manhole is also acceptable. Also, it appears an east -west segment of new 8" diameter sewer pipe is proposed, however Lakehaven will allow this to be 6" diameter at owner's discretion. Minimum pipe slope if 8" is 1.0%, minimum pipe slope for 6" sewer service pipe is 2%. The project will comply with Lakehaven standards for all components of the sewer design. Fire 1. All 9 units are required to be protected with fire sprinklers in lieu of cul-de-sac turn around and onsite hyd ra nt. We believe that fire sprinklers are not required for the two -unit Building C for the following reasons: ■ An existing fire hydrant is located approximately 45 feet south of the southerly property line and is accessible from the Private Drive (24th Ave S) — see Civil Plan set for exact location. • Adequate fire truck turn around will be provided utilizing the driveway access to Building C. 2. No parking permitted on the access road from S 333`d St. The project will comply. If you should have any questions, please feel free to contact me. Thank you, Barbara A. Napier Senior Planner bnapier@cesnwinc.com —4— CITY OF . Federal Way Centered on Opportunity October 24, 2018 Vamsikrishna Mannepalli 2245 South 333r� Street Federal Way, WA 98003 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Economic Development FILE Re: Files #13-105642-UP (#13-103176-00-EN); PENDING APPLICATION EXPIRATION Federal Way Multi -Family (Attached Dwelling Units), 2245 South 333rd Street, Federal Way Dear Vamsikrishna Mannepalli: Our records indicate a process II approval was issued on November 13, 2013, at the abovementioned address for nine-townhome units. Pursuant to Federal Way Revised Cade (FWRC) 19.15.100, administrative site plan approvals are valid for five -years from approval; in this case until November 73, 2018. With regard to the application, the applicant must substantially complete construction of the development activity, use of land, or other action approved; and complete the applicable conditions listed in the -Process II decision within five years after the final decision (FWRC 19.15.050[21). No less than 30 days prior to the lapse of approval under FWRC 19.15.100, for substantially completing construction, the applicant may submit a written request in the form of a letter with supporting documentation to the department requesting an extension for up to two years if the circumstances satisfies the following project extension criteria: i) Except for the first request for time extension, the applicant has made substantial progress to complete the project; ii) There are circumstances beyond the applicant's control which prevent compliance with the time limits of FWRC 19.15.100, or any previously granted extension; iii) The extension will not create or continue conditions that constitute a code violation or an attractive nuisance, contribute to erosion and sedimentation problems, or impact the public health, safety and welfare; and iv) Whether either physical conditions in the vicinity of the project or codes and requirements of the city, applicable agencies, and utility providers have changed to such a degree since initial approval that it would be contrary to the public interest to extend the life of the project. REVIEW FEE If requesting an extension --the applicant shall include, with the letter of request, the hourly fee as established by the city. The request will not be accepted unless fees are paid. Please contact the Permit Center at 253-835- 2607, or ermi.t.center citvoffedera ,�ay.com, for current fees. Doc LD. 78379 13-102624-00-UP Vamsikrishna Mannepalh Page 2 of 2 October 24, 2018 CLOSING If you have any questions regarding this letter, please contact me at leila.ivilloughby-oakes@citvol-federalway.corn, or 253-835-2644, or Engineering Plans Reviewer Kevin Peterson at or 253- 835-2734. Sincerely, d,�- Ou4igb Leila Willoughby -Oakes Associate Planner enc: AD Request Form FWRC 19.15.100 & FWRC 19.15.110 c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Permit Center Brian Asbury, Lakehaven Water & Sewer District Vamsikrishna Mannepalli, 2021 2015t Place SE, #410, Bothell, WA 98012 13-102624-00-UP Doc I.D. 78379 CITY OF Fed a ra I Way DATE: August 16, 2013 TO: Matt Herrera FROM: Sarady Long SUBJECT: FEDERAL WAY MULTIFAMILY - (13-102624-00-UP) 2245 S 333RD ST MEMORANDUM Public Works Department Public Works Traffic Division has reviewed the materials submitted and provides the following technical review comments: 1. Streetlight on 24th Ave S should be private. The property owner will be responsible for maintenance and operation costs for all streetlights on this private road. 2. Please coordinate with PSE on the streetlight to be mounted on the existing power pole located on S 333rd Street. 3. Please identify new and existing sign on the plans. There is an existing W1-6 and street name sign at the end of S 3333r6 Street. Please verify if this sign will need to be relocated. 4. Sidewalk on 24th Ave S should be a minimum of 5'. AkCITY OF MEMORANDUM Federal Way Public Works Department DATE: August 15, 2013 TO: Matt Herrera FROM: Kevin Peterson SUBJECT: FEDERAL WAY MULTIFAMILY - (13-102624-00-UP) 2245 S 333RD ST Public Works Development Services has reviewed the materials submitted. Prior to Land Use approval, the following technical review comments shall be addressed: 1) The engineer is proposing Flow Control Best Management Practices (BMP's) (porous pavement used for Full Infiltration) in lieu of providing a formal Flow Control Facility. The City will support this concept under the following conditions: a. The building roof downspouts shall be directed into separate infiltration trenches or drywells per the design criteria of Appendix C of the King County Surface Water Design Manual, rather than directed onto the porous pavement as noted in the TIR; b. The infiltration systems shall be designed such that ..... events up to the 100 year peak flows are retained on -site, with a 100 year overflow route identified; c. A detailed maintenance plan shall be developed for the porous pavement and roof drain infiltration system(s), and recorded on the property; 2) Add the public street numbers (S 333'd St and 24t' Ave S) to all plan sheets. 3) Provide a cross-section of S 333rd St showing existing and proposed improvements, and include existing and proposed right of way. 4) Indicate on the plans that the Proposed 3' ROW (TYP)' is area that is to be dedicated. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 21, 2013 TO: Ann Dower, Development Services Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matt Herrera — Planning FOR DRCMTG. ON. No meeting. I would like to get comments out by the week of July 15 FILE NUMBER(s): 13-102624-00-UP RELATED FILE NOS.: Former UPIII approval 07-100010-UP PROTECT NAME: FEDERAL WAY MULTIFAMILY PROJECTADDRESS: 2245 S 333RD ST ZONING DISTRICT: RM 2400 PROJECT DESCRIPTION: Demolition of existing single-family residence and outbuilding; development of three new residential townhomes consisting of 9 units with supporting services and infrastructure. This project was approved several years ago but expired. LAND USE PERMITS, PROJECT CONTACT: Process II CES NW INC BARBARA NAPIER 310 29TH ST NE Suite 101 Puyallup, WA 98372 MATERIALS SUBMITTED: 1. Signed MLU 2. Submittal Checklist 3. Owner Letter of Authorization 4. Vicinity Map 5. Site Photos 6. Title Report (2) 7. Acoustic Study (4) 8. Preliminary TIR (4) 9. Plan Set (7) a. Civil Sheets C1 — C5 b. Landscape Sheets 14-16 c. Illumination Sheets IL.01—ICI d. Architectural Sheets A-1 —A-7 TICOR TITLE (-)MPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255-7575 FAX (425)255-0285 Unit No.: UNIT 1 Title Officer: Reid Vance Phone No.: (425)255-7575 SECOND REPORT SUBDIVISION GUARANTEE Guarantee No.: 6507326 Reference No.: Trent / CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES Robert Trent and C.E.S. NW Inc. herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: June 7, 2013 CHICAGO TITLE INSURANCE COMPANY By Authorized Signa ur rl- Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) RECEIVED JUN 14 2013 CITY OF FEDERAL WAY CI)S TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Guarantee No.: 6507326 Reference No.. Trent / Effective Date: Liability: $ 1,000.00 June 7, 2013 Premium: $ 250.00 Tax: $ 23.75 The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property is vested in: Robert Trent, as his separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6507326 Reference No.: Trent / LEGAL DESCRIPTION Lot 3, King County Short Plat Number 280049 Revision, recorded under Recording Number 8110190295, being a revision of King County Short Plat recorded under Recording Number 8009090741, records of King County, Washington. Ch�AGO TITLE INSURANCE COMPH JY SUBDIVISION GUARANTEE SCHEDULE B Guarantee No.: 6507326 Reference No.: Trent / SPECIAL EXCEPTIONS 1. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2013 Tax Account Number: 797820-0180-01 Levy Code: 1205 Assessed Value -Land: $74,000.00 Assessed Value -Improvements: $95,000.00 General and Special Taxes: Billed: $2,814.84 Paid: $1,407.42 Unpaid: $1,407.42 2. A deed of trust to secure an indebtedness in the amount shown below, Amount: $292,500.00 Dated: August 26, 2005 Trustor/Grantor: Robert Trent, a married man Trustee: Stewart Title Beneficiary: Pierce Commercial Bank Loan No.: 213827 Recording Date: September 7, 2005 Recording No: 20050907002392 An assignment of the beneficial interest under said deed of trust which names: Assignee: Long Beach Mortgage Company Loan No.: 213827 Recording Date: November 8, 2005 Recording No: 20051108002471 3. In the event that the Land is occupied or intended to be occupied by the owner and a spouse or registered domestic partner as a homestead, any subdivision or re -configuration of the Land must be executed and acknowledged by both spouses or both registered domestic partners, pursuant to RCW 6.13 which now provides for an automatic homestead on such Land. 4. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on the recorded plat of State Plat in Section 16, Twn. 21 N., R. 4 E., W.M. Ch,%;AGO TITLE INSURANCE COMPf,. Y SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507326 Reference No.: Trent / 5. Exceptions, reservations and restrictions contained in deed whereby the grantor restricts lot size and excepts and reserves all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry Grantor: State of Washington Recording No.: 4441895 Right of the State of Washington or its successors, subject to payment of compensation, to acquire rights of way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other land, as reserved in above -referenced deed. 6. Relinquishment of access to State Highway Number State Highway No. 1 (1-5) and of light, view and air by Deed: Grantee: State of Washington Recording Date: April 19, 1959 Recording No.: 5021321 T Agreement, and the terms and conditions thereof: Recording Date: September 3, 1980 Recording No.: 8009030572 Regarding: Construction of sewage facilities facilities and related costs 8. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: King County Water District No. 124 Purpose: Water main Recording Date: September 19, 1980 Recording No: 8009190898 The exact location and extent of said easement is not disclosed of record. 9. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on King County Short Plat Number 280049: Recording No: 8110190295, being a revision of Short Plat recorded under Recording Number 8009090741. Chl AGO TITLE INSURANCE COMPi,.4Y SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507326 Reference No.: Trent / 10. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power and Light Company Purpose: underground electric transmission and/or distribution system Recording Date: March 14, 1983 Recording No: 8303140382 The exact location and extent of said easement is not disclosed of record. 11. Agreement, and the terms and conditions thereof: Recording Date: July 28, 1983 Recording No.: 830728088E Regarding: Construction of sewage facilities facilities and related costs The lien created by said Agreement has been released by instrument recorded under Recording Number 8407120309. 12. Agreement, and the terms and conditions thereof: Recording Date: October 17, 1984 Recording No.: 8410170616 Regarding: Construction of sewage facilities facilities and related costs The lien created by said Agreement has been released by instrument recorded under Recording Number 8503140295. 13. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Lakehaven Sewer District Purpose: Sewer mains Recording Date: March 14, 1985 Recording No: 8503140305 Affects: Portion of said premises 14. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Ingress, egress and utilities Recording Date: July 6, 1987 Recording No: 8707061084 Affects: Portion of said premises Ch.,:AGO TITLE INSURANCE COMPP AY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507326 Reference No.: Trent / 15. Private Roadway Maintenance Agreement, and the terms and conditions thereof: Recording Date: May 15, 1991 Recording No.: 9105151578 Said instrument is a re-record of instrument recorded under Recording No. 9001040948. 16. Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey, Recording Date: May 24, 2006 Recording No.: 20060524900010 Matters shown: Fence lines do not appear to conform to property lines END OF SCHEDULE B TICOR TITLE COMPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255-7575 FAX (425)255-0285 SUBDIVISION GUARANTEE Unit No.: UNIT 1 Guarantee No.: 6507326 Title Officer: Reid Vance Reference No.: Trent / Phone No.: (425)255-7575 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES Robert Trent and C.E.S. NW Inc. herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: December 14, 2012 CHICAGO TITLE INSURANCE COMPANY By Authorized Signa ur Vll- Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Effective Date: December 14, 2012 The assurances referred to on the face page are: Guarantee No.: 6507326 Reference No.: Trent / Liability: $ 1,000.00 Premium: $ 250.00 Tax: $ 23.75 That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property is vested in: Robert Trent, as his separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6507326 Reference No.: Trent / LEGAL DESCRIPTION Lot 3, King County Short Plat Number 280049 Revision, recorded under Recording Number 8110190295, being a revision of King County Short Plat recorded under Recording Number 8009090741, records of King County, Washington. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B Guarantee No.: 6507326 Reference No.: Trent / SPECIAL EXCEPTIONS General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 797820-0180-01 Levy Code: 1205 Assessed Value -Land: $103,000.00 Assessed Value -Improvements: $111,000.00 General and Special Taxes: Billed: $3,003.55 Paid: $3,003.55 Unpaid: $0.00 2. A deed of trust to secure an indebtedness in the amount shown below, Amount: $292,500.00 Dated: August 26, 2005 Trustor/Grantor: Robert Trent, a married man Trustee: Stewart Title Beneficiary: Pierce Commercial Bank Loan No.: 213827 Recording Date: September 7, 2005 Recording No: 20050907002392 An assignment of the beneficial interest under said deed of trust which names: Assignee: Long Beach Mortgage Company Loan No.: 213827 Recording Date: November 8, 2005 Recording No: 20051108002471 3. In the event that the Land is occupied or intended to be occupied by the owner and a spouse or registered domestic partner as a homestead, any subdivision or re -configuration of the Land must be executed and acknowledged by both spouses or both registered domestic partners, pursuant to RCW 6.13 which now provides for an automatic homestead on such Land. 4. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of'income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on the recorded plat of State Plat in Section 16, Twn. 21 N., R. 4 E., W.M. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507326 Reference No.: Trent / 5. Exceptions, reservations and restrictions contained in deed whereby the grantor restricts lot size and excepts and reserves all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry Grantor: State of Washington Recording No.: 4441895 Right of the State of Washington or its successors, subject to payment of compensation, to acquire rights of way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other land, as reserved in above -referenced deed. 6. Relinquishment of access to State Highway Number State Highway No. 1 (1-5) and of light, view and air by Deed: Grantee: State of Washington Recording Date: April 19, 1959 Recording No.: 5021321 7. Agreement, and the terms and conditions thereof: Recording Date: September 3, 1980 Recording No.: 8009030572 Regarding: Construction of sewage facilities facilities and related costs 8. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: King County Water District No. 124 Purpose: Water main Recording Date: September 19, 1980 Recording No: 8009190898 The exact location and extent of said easement is not disclosed of record. 9. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on King County Short Plat Number 280049: Recording No: 8110190295, being a revision of Short Plat recorded under Recording Number 8009090741. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No. 6507326 Reference No.: Trent / 10. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power and Light Company Purpose: underground electric transmission and/or distribution system Recording Date: March 14, 1983 Recording No: 8303140382 The exact location and extent of said easement is not disclosed of record. 11. Agreement, and the terms and conditions thereof: Recording Date: July 28, 1983 Recording No.: 8307280686 Regarding: Construction of sewage facilities facilities and related costs The lien created by said Agreement has been released by instrument recorded under Recording Number 8407120309. 12. Agreement, and the terms and conditions thereof: Recording Date: October 17, 1984 Recording No.: 8410170616 Regarding: Construction of sewage facilities facilities and related costs The lien created by said Agreement has been released by instrument recorded under Recording Number 8503140295. 13. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Lakehaven Sewer District Purpose: Sewer mains Recording Date: March 14, 1985 Recording No: 8503140305 Affects: Portion of said premises 14. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Ingress, egress and utilities Recording Date: July 6, 1987 Recording No: 8707061084 Affects: Portion of said premises CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507326 Reference No.: Trent / 15. Private Roadway Maintenance Agreement, and the terms and conditions thereof: Recording Date: May 15, 1991 Recording No.: 9105151578 Said instrument is a re-record of instrument recorded under Recording No. 9001040948. 16. Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey, Recording Date: May 24, 2006 Recording No.: 20060524900010 Matters shown: Fence lines do not appear to conform to property lines END OF SCHEDULE B geoAdvantage: King Count") �ingten State (App4) Page X of 1 I 14.34 124.34 {$ 0 O) s 333rd S M DED. BY KCSP 260049-80090907Ll r 89.33 200808250003£3-3f r r + 110 , ' 1 ' 81 190295 r ' I I + a � � 7878zo :s7ala L�T 3 C' 2 ,I � I • LOT 2 a I C3 CM W C� 1 I ISM 4. 28270 26867 S� ,� I 0184 0180 110 , 79.5 ' I I � I �n ' I � � 3 a f 0 I TI CDR TITLE COMPANY Sentry Dynamics, Inc. and Its cuomers make no representations warrstantles or conditions, express or Implied, as to the accuracy or geoAdvantage completeness OF information www.ftbhartr.orp 24&M.1252 contained in this report. littp;Hgco.sr,ntrydvnamics.netlWA_KING/de Fault.aspx 12/18/2012 r— k, 20050507002394, i hPTER It$CORDINC MAD., xUe 1 Mr, xiobert Trout 7910 G9t'h Ave it 200 � //�� pAyallupr Wa 98373 200a09W7 aTTp�r 7� 19.E faGE06i 6F 692 "/$714A06 0.ea IUK couvy' uA filed For ]cord at IcQusrt Of 2153088 Mrtem Emrvw, IriG tx9le7/7O6D 30:47 up E�q Number 2515588 xTAX t�pr9;79b.b0 4ALF s-;n,baa.aa PGGEY01 eF E01 Statutory Warranty need Granwr(Yj: T nCHA.EL. TARTAGLIA and MARIA MARTAGLIA t;,yntcc(s]: EpRMT,TUN T Ahbr&yistcd LvSALL Washin81Mti Lqs;, }LC.S-P- 140. 280049, PJIMON 8110-190295, rMords of Cowley, Assraaor'a Tex Parcel Nnmhtr(A1: 79787A0180 THE C1iAN-fOR MICOALL TARTAGLIA and MARIA ]tiLWThQLIA, hu*arid and wire fpr and in 001ftSla Lion d'i`W DOLLARS AND OTkMR GOOD AND VAIVARLB COIYS'DE A170m in band pxid, conveys an4 wsn,&nts to ROI3ERT TRENT, a niRrr;ed mur 0 hir eeParam c"ft dre follu+in8 d resl rstaiS sirrmlcd'fk tloe Cauaty Or , Stale QfW"Vtt't1p0a. LOT 3. K1NG COITNiY SiiORT PLAT NUS 28009 PJPASION, "-O=ED U NDrA AECORAFD NUMBER 8130190Z93, IN K)NG COUNTY, WASli134G1[MN, SAID SRORr PLAT BEINU A REVISION OF 514ORT riLAT RETARDED ❑lZER ILECOWINTCr NtR41BER SM9"07# 1, W KNG ODUJNTY, WASHINGTON- Hated A•r�st xs mas rda aI�►�- M:CHAEL TARTACL.IA ZA 17hIT' 0 TA STEWART 'TITLE �OStI��i1� STA'[EOF Washingtan I cowrY OP I ou* that 1 know or heave Mdsfsctary tvi&=tbac Ilan MARIA r4AUTAGLIA Lt/are the pamn(s) wW appeared baron me, and saidperson(S) 9ckr'0VledEPd tl+,,1r helib0thty saw this iasttnmcm and 2daxwledge it to be b lilherA h ei r _free and vahmlary ire for the uaw sad porpOM mcmtiol4d in this insumcnt. r Due& 4 Velma A. Avila `,,,��ti���►l►tlllF 110t&fy Public I T �mggpd rah the 9tstn of Was ' 4n Residi O al F' Ilrl// My ap oiffLu=t mcpi�ZZ t�Y �Ay f lsµtir.,,•••. ... .,,,,..ter....,.. d.v..++r,..,,..,nnnn.-anr+.aucvi..--n-min�Aimnofthem4gtac.9wimUxactual5urveY4e-62'�4J0 cmkmm in k1i oft AqjmA:ftR44tA5T 2ooso9070=91.002 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT' State of Carffomia County of I PE On - 1!1 C :� 6efare me, Dnr ?7yna7pNnl Olrimr it,0.'17ir OWMoriry personally appeared iu.,.txl a ❑ personally known to me Lrp�Tovod to true on Ina basis of satisfactory eviaence to bs the person(s) whow namets) re oubsealbad to the wit instrumen and acknowledged to me tha'0hey axecuiad Iho same to higlh heir thorized capacity(fes), and that by i ltedtheir signatures) on the instrument the person(s), or the entity upon behalf of whiCh the perGon(s) acted, executed the Insuumem Wl�y liana a altidal seat. r-r- r s4rwye anaryrwRu OPTONAL ONAL T&vo the 6rforrwWn below Is rmf rw*W by 1Iw, rr gwYDrw wVV W4, NO P 7s r 9 P7 ►hQ d�r+rn4rrf end WuklPrewY,► rnt4Guf?rn ram "[ are re&Wd m nr al Phis AM M srSCdW doevnWL DescrFptlan of Attached aacumt<ni� Tithe 0 Type of Documeen,t�.P [ � Qocument Data-� ? — _ Number of Pages: Signer(s) Other Than Named Above-, Capac ty(i ) Claimed by Signer Signer's Name: 9� lncMdual ❑ Corporato OfBcor — 111le(s): C7 Partner — ❑ Limped ❑ General ❑ Attomeyinfaot ❑ Trustee O Guardian or Conservator CI other Signer Is Repreaenfing: — — — - 679�rLtiwlNe+oh'Iaaa�[rEe�-Y1660e 8aal�+_P0. 6ax 4�02.GM[crwO�GlBIs734.W2,.vw„�cb[a�n�7<"4 Fled H. ww Awdtr, ae 190.++-ego rmx7 ,._�c..,see awx[5 n.t.r anrrdaWlMr E)rM1Fr15�lirMAYAtthfmnre veneral loealion ofthe aiQAV*$P+nf*Vt 0011 Ht survey �36PJff�iP2�[�jlms+r P4in�#�t � @4T�flI� ��:� Wq AFTER RECORDING MAIL TO: kouzyT TnENT 7910 69T9 AVE E PUYALLUP, WA 98373 E2153086 Filed Ior Rcewd M Itegdesr or datow 3es i ts.40 Firer" Dacron, Inc. xskc err ueee ZSCrowNumber.. MUMS 55 .1111A QUIT CLAIM DEED (fraHlai'(R): DANA TRENT CvranlWs):1tRODERT TI:1r.NT !Abbreviated Legal: Lot 3, K.C.S.P. No. 280049, REVISION 8110-190295, records of Calmly, Washington. Aucmor'a Tbx FarcU NumbW9): 797=0190 20050907002380.001 PgGiear of 061 THE GRANTOR DANA TRENT for and in consideration or TO ESTABLISH SEPARATE PROPERTY conveys and quit vWnts E0 RORERT TRENT ncc following described real txiate, situated in Ore County or Xtnj Srate of Washington, togcthcr with n1L atleracgaiccd title of the �,nior(s) Ihcrein: LOT 3. KING COUNTY SHORT PLAT NUMBER 29009 XSVISION, RFp IXDP.b UMER RF=RDED 14UM-DER 61 to t oo24i, IN ICING COUNTY, TY, WASEENG-MN. SAID SHORT PLAT BEING A REVISION Or SHORT PLAT RECORDED UNDER RECORDING NUMBER b009090741. IN KING COIAvTV. WASKIN(ITON, �TEWART TITLE Dated: Auguat 26, 2005 Ststacr u'ashin,tm ] Ctxudy or I =tify that I )mow or have saGsR umy evidence,h+d lalaro die pctWS) who sppcntxdWort me, and said Pasao(S) admowtedVd dart kelshamty SipAW this inorki neat and acknowledge it to tee h Wher/thdr free and voltrt:Loryau ar the ubra and parl+eaw m,'ntiokwt in this iMrvrnent Doled: 1 ��1 ICDY�Q 1� ti1u�1g1 Vd=A. AAA I111 u�ry Public 1tlaad i Fa ;sears of _ waal,etylm, - �t` p �/ My apptlintroalt tvircR 11 p ay~ I.PE-17. 7rder: 6507326 Doc: KC:2005 20050907002390 Page 1 of 1 Created By: ehiggins Printed: 12/21/2012 11:53:15 AM PST After Revueft Return To: plERCE COMMERCIAL INK po BOX 110488 TACOMA, WASHINGTON 98411 Loan Number: 213827 STUART � i � • rA ep7 4F 022 g1HGTC [uvy. .gWR tspacs Above ws Crock For RawrOng Dotal DEED OF TRUST Grantors) (Last name first, then frst name and lnittals): 1.TRENT, ROBERT 2. 3. 4. S. G. n Additional names on page of document_ Grantees) (J..agt name First, then first tome and initials): i. FZERC8 COMMERCIAL BANJO 2•STBWAJ.ZT TITLE 3. 9. 5. © Additional names on page of document. 200509070023$2.0.01 002392 154.00 5TEWART TIM aosusC6c7 Legal Descripllon (abbreviated: i.e., lot, biock, plat or seCtion, township, range): L-T. 3, K,C.S,p., NO. 280049, REVISION 811.0190295 Full legal description au: page 3 of docinnent. Assessor's property Tax Parcel(5) or Account Numbers): 797 82 0 - 018 0 - 01 Reference Numbers) Assigned or Released: El Additional references 40 page of do=ent_ WASHNGTON--SingTo Fa ie MaelFreddie mm uNiFORM INS7R11KEWr Oar-W*iti 9-i Form 3048 UDI Page 1 of i6 -docrr+a8 kcom ... _ .��+.or. r.uw .�a.orarmmmaa,�wrk7rx>na�maze eer,cta{ locetlon of dse pc eftt acitiid z�rooY dnd�ttet4�itad�F±(itlrlI_$1@#�� Q� R64�PST 2GO500700=2.00z DEFINITIONS Words used in multiple Sections of this document are defined below and other wards are detinedIn Sections 3, 11, 13, 1 ti, 20 and 21. Cestatn rules regarding the usage of words used to this dacurtien( are also provided in Section 16. (A) "Sepiriy )< whumeur means this document, which is dated AUGUST 2 6, 2 0 0 5 'logether with all hiders to this document. (B) "Borrower" Is ROBERT TPJEN , A MARRIED MAN AS HIS SEPARATE ESTATE Borrower is the trustor under (ills Security Instrument. (C) "Lender" is PIERCE COMMERCIAL BANK Lender is a WASHINGTON CORPORATION organized and eadsting under the laws of WASHINGTON Lender's address is PO HOX 110488, TACOMA, WASHINGTON 9841a- Lender is the beneficiary under this Security Iustrtiment. (D) "Trustee" is STEWART TITLE 18000 pACIFIC HWY S, SEATAC, WASHINGTON 98288 (E) "Note" means the promissory note signed by Borrower and dated AUGUST 26, 2005 The Nate states that Borrower owes Lender TWO HUNDRED NINETY—TWO THOUSAND FIVE HUNDRED AND 00/100 ,Dollars (U-S_ $ 292, 500. 00 ) plus interest. Roamer has prou*ed to pay this debt in regular Periodic PayMMS and to pay the debt In full not later than SEPTFM tR 1, 2045 . (F) "Property" means the property that IS described below under the heading "Transfer of Mghts in the Property-` (G) "Loan" means ulna debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Mote, and ail sums due coder this Security ]nstruntenk, plus 1nt2eA, UO "Riders" means alI Riders to this Security Instrument that are executed by Borrower. The following Ride* are to be executed by Borrower [check box as applicablel: Adjustable Rate Rider ❑ Condominium Rider Secant! Home Rider Balloon Rider Planned Unit Development Rides Other(s) Ispeclfy] 14 Family Rider Biweekly Payment Rider t) ",Applfcsble Law" means all controlling applicable federal, state and local statutes, regulallons, ordltances and administrative rules and orders (that have the effect of law) as Well as all applicable final, non -appealable judicial opinions. (J) "Community Assoclatlon Rues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on torrower or the 'Property by a condominium association}, homeowners association or sim lar organization. WASHINGTON--Single Fam[Iy--FBnnIft Mae/Froddle Mac UNIFORM 1NSTRtI/IENT noemagic CTW= W&S.* r3Ga Form 3040 1101 pagQ 2 of 16 WWW.mecrnagk_C= I�al4F1 bY� and R4Q1C 'clni+�lifi lfaI2l A'tt11 n�r�bL;cat+sxlt�rnhen�,SC,faG�[ts�SkfaN+(+k9[ivilfirARf1<h"�►c General location ofihe z acEuat survcYf�alt'SC��� (K) ")gIedreMlcFundsTrrtosfer" moms any transfer of funds, other than a uusactw Originated by check. draft, or similar paper Instrument, wblch is Initiated through an eItctronic terminal, telephonic In$4rumertt. CoMputer, or m4rnellc tape so as to order, instruct, or audiorize a frnarlciat Institution to debit or credit an account. Such term includes, but is not itmited to, point -or -sale transfers, automated teller machine iransaciions, transfers tniila(ed by telephone, viire transfers, and automated clearinghouse transfers. (I) " ESCrirw ItgMS" mt:ans (hose items that are desc_rlbed in Seclion 3. (M) "Miscellancotts Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than Insurance proceeds paid wider the coverages described in Section 5) for 0) damage to, or destructlosi of, 'he prope>ty; (i[) condemnation ar other faking of all Or any pact of ate property; (lti) conveyance in lieu of condemnation; or (Iv) misrepresmtaiions. of, or ornlssions as to, the value and/or condition of the Property. (N) "MorWge Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Joan. (0) "Periodic Payment" means the: regularly scheduled amount due for (1) principal and interest under the Noce, plus (10 uny anwurlts under SWI011 3 of this 5eclrrity instrument. (P) "RESPA" means the Real ):state Settlement Procedures Act (12 U_S.C_ §2601 et seq.) and its Implementing regulation, Regula(lon X (24 C_F,R. Part 3500), as they might be amended From time to time, or any additional or successor legislation or regulation that governs the same subject matter- As used in this Secarity Instrument. "RFSPA" refers to a]I requirements dad restxiCdon$ that are Imposed in regard to a Herany related mortgage loan" even if the Loan noes not qualify as a "federally related mortgage IOW under RESPA. (Q) "Successor in Interest of Sorxower" means any party that has taken line to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or [his Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY This Security Insirumen t secures to Lender: (i) the repayment of the Loan. and all renewals, extensions and modifications of the Note; and (H) the performance of Borrower's toveiwts and agreements under this Security Instnrment and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located In the COUP= of KING hype of Rccsuding Judsdidimil [Nam of Recording Judsdtdlonl LOT 3, KING COUNTY SHORT PLAT NVt r�,R 2$0049 REV1SION, RECORDED UNDER RECORDING NUMBER 8110190295, IN KING CO[Tl�i'i`Y, ►YASHINGTON, SAID SHORT PLAT BEING A REVISION OF SHORT PLAT RECORr)p,D ;�R RECORnTNG RUMRER $009090741, IN KING COLti ry, WASH INGTON , A.P.N. #: 797820-01BO-01 WASHINGTON.—Single Fatrmy—Fanrtle Mae/Freddie Mac UNIFORM INSTRUMENT oacrapstc 9PGs�s-rsc+2 Form 3048 1101 Page 3 of 16 www:docr..ny%cram ++�raaaarle"Pte.. reneral ImIALioR of the VFGY iAC9 Vff*21I a"tla1 5urVeycFwL ere i 57e ml liili �'Lv1 poS'Z" 3 ;"(PST which currency has the address of 2241 & 2245 SOUTH 3�-IR D STREET lstmstl FEDERAL WAY , Washington 9 8 0 0 3 ("Property Address): IcItyl lisp coda] TOGETHER i1VI H all the improvements now or hereafter erected on the property. aid all easements, appurtenances, and fixtures now orhereatlera part of the property. AU replacements and additions shalt also be covered by this Security Instrument. A)l of the foregoing is referred to in this Security Instrument as the .Prop"'I' BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the righ( to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claim and demands, subject to any encumbrances of record, MS SECURITY INSTRUMENT comb➢nes uniform covenants for national use and non -uniform covenants with limited vaditlons by Jurisdiction to constitute a uniform security instrument covering real property_ UNIFORM COVENANTS, Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and bate Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepaymttst charges and iate charges due under the Note. Borrower shall also pay funds for Pscrow Items pursuant to Section 3. l?ayrnentL due under the Note and this Security Instrument snail be made hti U.S. currency. However, if ay check or tether instrument received by Lender as payment under the Note or this Security Instrument is returned to Leader unpald, Lender may require that arty oral] subsequent payments due under the Note artd this Seavity Instrument be made in one or more of the following forms, as selected by Lender- (4 cash: (b) Abney Order: (c) Certified Chech, bank check, treasurer's check or cashiers check, provided arty such Eck is drawn upon an ingtitudon whose deposits are ]nsuXtcl by a federal agency. lastrumentaHly. or entity-, or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender In accordance with the notice provisions in Section 15- Lender may return any payment or partial payment if the payment or partial payments are Insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to btlag the Loan current, without waiver of any rights hereunder or prejudice to its rlghls to refuse such paymeal or partial payments in the future, but Lender Is not obligated to apply such payments at the time such payments are accepter- If each PerindicPayment is applied as of its scheduled due date, then Lendernead not pay interest nn unapphed funds. Lender may hold such unapplied funds until Sorrowermakes payment to bring [be Loan current. If Borrower does not do so within a reasonable period oftime, T,_endershall either apply such Fuudg or return them to Borrower. If not applied earlier, such Funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from malting payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument, Z. Application of Payments or proceeds. Except as otherwise described in this SeWon 2, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interes[ due under the Note: (b) principal due under the Note: (c) amounts due under Section 3. Such payments Shall be wASHtNGTON—SIngte famuy--F&Wo Mae/Freddie Mar UNIFORM INSTRUMENT Do~ I%RWM scasas•r.tra Form 3048 1101 Pag& 4 of 16 wwW.d0Cnwg!C-"M ....Jei:.naw,tiy: a-..s.w�..un.»rsns FllnFSTarsoil,7nm7iRMrnnlr. veneral ]oCacion of shy vr�Gn1�1�€'ttil6�tt ihCluat SufVCYyy��,7lC'eJ`2+Y'+' "le ppmt4 2 'A�St�+rV i?tr+iWST 200vt7 7lX2==- 5 applied to each Periodic Payment in the order In which it became due- Any remaining amounls shall be applied first to late charges, second to any oilier amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lt r>,der receives a payment from 13arrower for a delinquent Periodic Payrrient which Includes a suiiicienl amount to pay any fate charge due, the payment maybe applied to the delioqucsit payment and the ia[e charge. if more than one periodic Payment is outs landing, Lender may apply any payment Meivedfrom Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exisas after Ute payment is applied to the full payment of one or more. Periodic Payments, such excess may be applied to any late charges due. Voluntary prepaymeals shall be applied first to any prepayment charges and then as described In the Note. Any application of paymelts, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or p❑stpone the due date, or change the amount, of file Periodic Payments. 3. Funds for Escrow items. Borrower shall pay to Lender on the day PeriadL.c Payments are due under the No it. until the Note is paid in full, a sum (the "Hinds') to provide for payment of amounts due for; (a) taxes and assessments and oilier Items which can attain priority over Oils Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground reols on the Property, if any; (c) premiums for any and all Insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to Lender In lieu of the payment of Mortgage Insurance premiums in accordance with the provWors of Section la. These items are called ");scrow Items." At origination or at any time during the term of the Loan. Lender may require that Cunimurdly Association Dues, Fees. and Assessments, if any, be escrowed by Rorrower, and such dues, fees and assessments shall be an Fstaaw Item. Borrower shall promptly furnish to Under all notices of amounts to be paid under this 5edfon. Borrowersbhall pay Lender the Funds for Escrow Item unless Lender waives Borrower's obligation to pay the Funds for ady or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be in writing. In dtc event of such waiver, Borrower shall pay directly, when and Where payable, the amounts due for any Escrow Items for which payment of Funds has WTI waived by bender and, if Lendu requires, shall furnish to Lender receipts evidencing such payment w0ld such lane period as Lender may regtdre. Borrower's obligation to make such payments and to provide receipts shall for an purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow 1w= directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item. Leader may exercise its rights under Section 9 and pay such amount and Borrower shall then he obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given In aocardance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3- Lender may, at any time, coIlect and hold Funds to an amount (a) snfilcfenl to permit Lender to apply the Ftwds at the time specified under RESPA, and (h) not to exceed the maximum amount a lender can require under RESPA_ Lender shall estimate the amount of Funds due on the basis of Current data and reasonable estimates of expenditures of future EscrowIlerns or otherwise in amordancewith Applicable I.rtw. The Funds shall be held or an Institution whose deposits are Insured by a federal agency, instrumentality, or entity (including Lender, if Lender U an Institution whose deposits are so insured) or in any Federal Biome Loan Batik• Ladershall apply the Fiends to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for bolding and applying the Funds, annually analyzing the escrow account, or Verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Appllcable Law permits Lender to make such a Charge, Unless an agreement is made in writing WASHINGTON--Single Family —Fannie Mae/FrOft Mae UNIrCIRM IN51'RUNIM nocarap/a vatvs am w9•r Forth 3048 1/01 Page 5 of 18 www doamogic cohr .n, _.�...nti..r...•. r......n,.n+r-.nMCuc»AnhfkA;m4--rr, yr rnl 1-6nn nrrhe nl:=rrinea ► ftbllt actual i;t[7riC$mEtRt['F7 IINAnhwili �U"� 2o050907002392.11M at Applicable LaW requires interest to be paid on site Funds, Lender shall not be required to pay Borrower any interest orearnings on the Funds. 13 arm wer and Lcnder can agree In writing, however, that intemstshah be paid on the Funds. Under shall give to Borrower. widlMl charge, an attrltw accounting of the Funds W required by RESPA. If there 1s a surplus of Funds held 1st escrow, as dt`.flned under aSPA. Lender shall account to Borrower for the excess funds in aecordalice with RESPA. if there is a shortage of Funds held In escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary 10 make up the shortage in accordance with, RESPA, but In no more than 12 monthly payments- if there is a deflsieney of Ft►n�ds field in escrow, as defined under RESPA, Leader shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necmaryto make up the deficiency in accordance with RESPA, bat in no more ihau I monthly payments. Upon payment in full of all sums securest by this Security lrsstrun,ent, Lender shall promptly refund to Borrower any Funds field by Lender. 4. CWges; Liens. Borrower shall pay all taxes, assessments. charges, fines, and impositions attributable to the Property which can attain priority aver this Security InstmmeAt, Itasehold payments or growid rents ion the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrawershall pay them in the manner provided in Section 3. Borrower shall promptly discharge any Mien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obiigation secured by the lieu Ina manner acceptable to Lender, but only so long as Borrower is perfortning such nreetnent; (b) contests the lien in good Faith by, or defends against enfor"rnent of the lien its, legal proceedings whlth in Lender's opinion operate to preven(the enforcement of the tiers while those proceedings are pending, but only until such pmceedlngs are Concluded- or (c) secures from the bolder of the lien an agreement satlsfactary to Lender subordinating the Idea to Ihts Security Instrument. If Lenderdelermines [hat any part of the Property is subject to a ties, which can attain priority over this 5ecurity, Instrument, Lender may give Borrower a notice identify, g the lien. Within 10 days of the date on which that notice Is given, Borrower shall sa[isfy the lien or take one or more of the actions scut forth above in this Section 4. Lender may require Borrower to pay a one -titre charge fora real estate taxverificatinn and/or reporting service used by Lender in connection with this Loan. S. Property Insurance. Borrowershall keep the-improvementS nOW erasting or hereafter Creeted on the property feared against loss by fire, hazards Included within the term "extended coverage," and any other hazards inciuding. but not limited to, earthquakes and floods, for which Leader requires ivsumnce. This insurance shall be maintained in the am ants (including deductible levels) and for the periods that Under requires. What Lender requirespttrnzant to the preceding sentences tan change during the term of the Lean. The ift wmnce carrier providing the Insurance shall he chosen by Borrower Subject to Lender's rlgl,t to disapprove Botrpwer'scluoice, wftich right Shall not be exercised unrmonably, Under may require Borrower to pay, in connection with this Loan. either: (a) a one-time tiaarge for flood zone determinallon, cer0cation and trackiiig services: or (b) a one -throe charge For flood Bona delerrah attan and cerflfication setvlees and subsequent charges each time rtmappings at similar changes Occur which reasonably mlubt effect Such delermlo0on or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determinatioa cesultlug from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, mender may obtaln llusu mm coverage, at Lender's option and Borrower's experrSe. Lender is under no obligation to purchase any parlicular type oramaunI of coverage. Therefore, surh coverage shall crrvevLeader, but mitt or might not protect Bon-ower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard WASH NGTON—Single Family—Farmle Mao/Freddie Mae UN[FORM INSTRUMENT iVachfWa ITRP7�= eoa la&-m 2 Form 3040 1101 Page 6 of 18 wwur.d0MW01C-Con e1nW�QrlF1SF7lvA4Rtlii57ate ernrrnl ley-alion [f [hc vftmia�5'dR i ne,u34 Survey crt .$3Y91 C¢^�i CSyAIrIL Chi fl9l 20050907002392:007 or liability and might provide greater or lesser coverage than was previously In effect. Borrower acknowledges that the cost of the insurancE covmge so Obtained rltlght significantly exceed the cost of insurance that Borrower could have obin ;in ed. Any amounts disbursed by Lender under fits Section $ shall bocome additional debt of Borrower secured by this See rli),1strument. These amounts shall bear interest at the Vote rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All laswmnce polleles required by Lender and renewals of such potic[es shall he subject to Lender's right to disisppruve such policies, shall Include a standard mortgage clause, and shall name Lender as ,mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certilrtales. if Lender requires. Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. if Borrower obtains any form of'Insurance coverage, not otherwise required by tender, for damage to, or destruction of. the Property, such policy shall include a standard mortgage clause and shall name Lrstdrr as mortgagee and/or as an additional IDSS payee. In the event of loss, Borrower shall give prompt notice to the Insurance carrier and Lender. Lender may make proof of lass if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, wile ther or not the Itndeslying Insurance was required by Lender, shalt be applied to restoraton or repair of [he Property, if the restoration or repair is eevnomlcally feasible and Lender's security Is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until lender has had an opportunity to Inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall he Undertaken promptly. Lender may disburse proctcds for the repairs and revoration in a single payment or in a series of progress payments as the worts is completed. Unless an agreement is made in wri tg or Applicable Law requires interest to he paid on such in"rance proceeds, Lender shall not be required to pay Borrower arry interest or earnings on such proceeds. Fees for puhiic adjuster, or other drird parties, retained by Borrower shaft not lye paid put of the irLwrance proceeds and shalt be the sore obligation of Borrower. if the restoration or repair is not cconomicalIy feasible or Lender's securlly would be lessened. the irrsurartce proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due. with the excess, if any. paid to Borrower. 5urh insurance proceeds shall be applied in the order provided ror In Section 2. If Borrowerabandons the Properly, Lendermay file, negotiate and settle any avaliahle insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim. that Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. To either event, or if bender acquires the Property under Section 22 or otherwise. Borrower hereby assigns to Lender W Borrower's rights to any insurance proceedsin as amount not to exceed the amounts unpaid tinder the Note or this Security Instrument, and (b) any other of Borrower's rights {other than the right to any rehmd of unearned prerraisrras paid by Borrower) under all insvrance policies coveTiag the property, insofaras such rights are applicable to the r:Over V of the Property. L erider may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Mote or this Security Instru rent, whether or not then due. S. Occupancy. Borrower shalt occupy, establish, and use the fl- mperty as Borrower's principal residence within 60 days oiler the execution of this Security Instrument and shall continue to o=py the Property as Borrower's prindpal residence for al least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless vaenuatio,g cinm totaces exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protecdlon of the Property-, Impections. Borrower shall not destroy. damage or Impair the Property, allow the Property to detedorate or commit waste on the property. Whether or not Borrower is residing in the Property, Borrower shzlll maintain the Property in order to WASKNGTON--Single Etlmlly--F6nnIe Ma(JFreddic Mac UNIFORM INSTRUMENT pp��yFr� rtov n+a +SBP Farm 3D49 1141 Page 7 of 16 rvww.dnarregic.cam r+a.mam7nriAR(Yh»au: ¢antral lveurr()n of tilt ppgm of afawc actual sun nY 3 r ebd i�G9kc" inb2 ltl���1 (it (tf� PMTST prevent the Property from deterioraiiilg or decreasing in value due to its condition_ Clnless It is determined pursuant io Section 5 that repait or restoration is not economically feasible, Borrower shalt promptly ropAr the Property if damaged to avoid furtfr;es dettrioration or damage, If insurance or condemnation proceeds are paid In connection with damage to. or the taking of, llle Property, Borrower shall be responsible for repairing or restoring the Property only if lender bas released proceeds for Stich purposes. Lender may disburse proceeds for the repairs and restoration in a single payment Orin a series of progress payments as the vvork is completed. If the insurance or cbndeinpailon proceeds are not sufficient ro repair or restore the Property, Borrower is not relieved of Domwer's obligation for the completion of suds repair Or reSIDM643n. Lender or its aVnt may make reasonable entrles upon and inspeoliOns Of die Propeaty. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Leader shall give Borrower notice at the time of of prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process. Borrower or any persons or CAUtles acting at (lie direction of Borrower or With Borrower's knowledge or consent have materially false, misleading, orinarcurale informatlon nr statements to Lender (nrfailc d to provide Leztderwitli material information) in connection with the Lunn. Material, rep rMatations include, but are not limited to, representations concerning Souower's occupancy of the Property as Borrower's principal residence. 9- Protection of bender's Interest in the Property and Rights Ural x ibis 5ectirity Lutuument. If (a) Borrower falls to perform the cove:;=is acid agreements contained in Ifris SecurityInstrvment, (b) [here is a legal proceeding that might slgrdf3candy affect Lender's Interest in the Property and/or rights tinder this Security Instrument (Yuch as a proceeding in bankruptcy, probate, for condetrinaiton or [forfeiture, for enforcement of a lien which may allain priority aver this Security instrument or to enforce laws or regulations), or (c) Porrower has abandoned the Property, then Lctider may do and pay for whatever is reasonable or appropriate fo protect Lender's interest In the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can Includo, but are not limited (o- (a) paying any sums secured by a lien which has priority over this Security Instrument; (b) appeat'lttg in court; and (c) paying reasonable attorneys' fees to protect Its interest In the property and/or rights under this Security lnstruatent. including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to make repairs, change lotus, replace or board up doors and windows, drain waiter from pipes, eliminate building or other code violations or dangerous conditions, and have urdities turned on or off. Although Landes may take ariton under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional deb( of Borrower secured by this Secuiity Instrument. These amounts shall bear interest al the Note rate from the date of disburserueat and sball be payable, with such interest, upon notice from Lender to Borrower requesting pa3'mmli- If this Security Instrument is on a leasehold. Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Properly, the leasehold and the fee Htle Shall not merge unless Lender agrees to tine merger in writing. 10. Mortgage hmwanc'e. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the morinage insurer that previously provided such insurance and Borrower was required to make separately debated payments toward the premiums for Mortgage Irtsm ance. Borrower shall pay the premiums required to obtain coverage WASHING-rON--Single Fanfdy4annIo Mae/FreddiCMac UNIFORM INSTRUMENT poaMaglc� eclaur5•raaz Form 3M 1/01 Page B of 16 tvww.tlocrnaglcGoun dams.-iwaatrtvl.nm, en r.,dint:r[iaaoPihedit: lMYCt'WIIaclualsurvzyt"W&WitirC3 mg SA:tg" I>S-T f f f'• f i i i' substanelally equivalent to the Mortgage insurance previously in effect, at a cost substantially equivalent to the cast to Borrower of the Mortgage Insurance previously in effect, fmm an alternate mortgage Insurer selectedby Lender. If subsianually equivalent Mortgagelnsurance tav2fageiS not aWflable, $orrowershall cantlnue to pay to Lender the amount of the SCparwelydes igrlale d payments that were due wlien the insrlrance coverage ceased to toe in effect- Lender will accept, use and retaut these payments as a non-refundable Iris reserve in lieu of Mortgage lnsurMce- Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is X110mately paid is ruD, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Leader can no longer require lass reserve payments if Mortgage Insurance coverage (in the amount and for fine period that Lender requires) provided by in Insurer selected by Leader mgala becomes avatable, is abialned, and L-ender requires separately designated paymmnLs toward the premiums for Mertgage insurance. If Lender required Mortgage Iriswance as a condition of making the Loan and Borrower was required to make sep ara tely dQlgn ate d payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance In effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordancewlth any written agreement between Borrower and Lenderproviding for such termination of until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimbur-&% Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay tho Loan as agreed. Borrower is not a party to the Mortgage buurante. Mortgage insurers evaluate their total risk on all such insurance in farce from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce tosses. These agreements are on terms and t_ondiliona that arc satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agrees nis, nay require the mortgage insurer to matte payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). As a result of these agreements, Lender, any purchaser ofthe Note, another insurer, any reirlsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be cbamtlerUe d as) a portion of Borrower's payments for Mortgage Insurance, to exchange for sharing or modiPjkg the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insur'er's risk to exchange for a share of the premiums paid to lire insurer, the arran, �vmunt is often termed "captive reinsurance," Further: (a) Any such agreements wM not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan, Suit agreements will. not In se the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any rdund. (b) Any such agreements wM not affect the rights Borrower bas - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. 'use Frights may include the right to receive Certain disclosures, to request and obtain cancellation of the Mortgage insurance, to have the Mortgage Insurance terminated automatically, and/or to reedw a %thind of any Mortgage Insurance prendnms that were unearned at the limb of such cancellation or termination. 11. Assfgninrnt of Misceltaneous Proceeds; Vorfeiem. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender - If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feaslNe and Lender's security Is not lessened. llurlttg such repair and restoration period, Lender snail have the right to hold such Miscellaneous Proceeds %mill Lender has had an opportunity to inspect such Property to ensure the work has been completed to Under's satisfaction, provided that such inspection shall be undertaken promptly. Leader xmay pay for the repairs and WASHINGTON—Single Family- Fannia MwNredole Mze UNIFORM INSTRUMENT �ocltr?eplc ��� a�ofi+c•a4ez Form 3048 1101 Page 9 o€16 cv vw ddcrr,sg:C.cnm �,_�r.:.noa.r++er.rx ..inn vrarrd ewswixhatlxtt�+astSYhnAie aeneral locauorti of she rg3;jj cq rfp;,�ZuE actual survey",3Yc*i1 FIR! i45c-polmn ti[lil restorallen in a single disbursement or In a series of progress pa}mten(s as (fie work is completed. Unless an agreement is u*de in writtng or Applicable Law requires iuierest to be paid on such MlscellaneDus Proceeds, Lender.' shall not be requited to Fay Bnrrower any interest or earnings on such Miscellaneous Proceeds. if the restoration or repair is not economically ftaslbto or Lender's &Kw ty would be lessened, the Miscellaneous Proceeds shad. be applied to the sums secured by this Security Instrument, whether or cot then due. with the excess, if any. paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section, Z. In the event of a total taking, destruction, or ions In value of the Property, the Miscellaneous Proceeds shalt be applied to the sums secured by this Security Instrument. whether or not Then due, with the excess, if any, paid to Borrower_ In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial! taking, destruction, or I= In value is equal to or greater than the amount of the sums secured by this Security Instrument Immediately before the partlal taking, destruction, or logs in value, unless Borrower and Lander othem ise agree in wrlling, the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fradlon: (a) the total amoral of the sums Secured immediately before the partial taking. destruction, or loss In value divided by (b) the fair market value of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to IRarxvwtir. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the parllal taking, desuaUctioa, or loss in value is less than the amount of the sums secured Immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree In writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether of not the sums are (hen due. If the Property is abandoned by Borrower, or if. after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a clalm for damages, $oa'owu fails to respond to Lender within 30 days after the date the notice Is given, Leader is authorized to collect and apply the Miscellaneous Proceeds either to restoratlon or repair of the Property or to the sutras secured by drts Security Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action In regard to Miscellaneous Proceeds. Borrower shall be in default It any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or Other material impairment of Lender's interrA in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinsgle as provided in Section 19, by causing the action or proceeding to be dLtrrtissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material impairment of Lender's Interest In the Property or rights under this Security Instrument. Ile proceeds of any award or daim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Froceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for In Section 2. 12, Borrower Not Released; Forbearanee By Lender Not a Waiver. Extension of the time for payment or modiflmiion of amortization of the sums secured by (his Security Iustrument gcan(ed by Lender to Borrower or any Successor in Interest of BormwtT shall not operate (o release the Lability of Bomwer or any Successors In Interest of Borrower. Lender shall not be required to corce proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the suns secured by this Security bstrument by reason of any demand made by the original WASHINOYON—Single Family—Fermle Mae/Freddte Mae UNIFORM INSTRUMENT p�egtc gravy saos�s.ysss Form 3048 1101 page 10 of 1 a ati row der�sag{t.cc�m n_���: � 4 �r ,i . "ew.. or gr41nm rwn7nl3ARi nacc ecnenI locanDn of the pLgtlL+�Q£ !'ftT?Rl ncl 1 survcY�d�b $ !Q kR9��ts7i Ali � 1' �� R[trrower or any Successors in hijerest of Borrower'. Any forbearance by Lender In exercising any right or remedy Including, without limitation. Lender's acceptance of payrtrMts from third persons, entities or Successors in Interest of Borrower or in amouris Iess Ihan the amount then duo. shall not be a waiver of or preclude the exercise of any right or remedy. 13. ]otnt and Sevefal I Jabifiry. Cu-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's ohligations and liability shall be folni and several. However. any Borrowerwho co-signs this Secalty Instrument but does not execute the Note (a "t:o-signer")- (a) is co-signing this Security Insiruttunt only to mortgage, grant and convey the co-signer's intern; in the Property under the lerars of this Security lnstrunteut; (h) is not personally obllgated to pay the Burns secured by this Security Iasirtin=1, and (c) agrmthm Lender and any other Borrower cats agree to extend, modify. forbear or make any accommodations with regard to the terms of (his Security Instrument or the Note without the co-$igner's consent. Subjed to the provisions of Section 18, any Socressorin Interest of Borrower who assumes Borrower's obligations under this Security Inslrtrmen! In writing, and is approved by Lender, shalt obtain all of Borrower's rights and benefits under this Security lAstrurneX Borrower shall not be relemed from Borrower's obligations and liability under this Security Insmirnon( unless Lender agrees (a such release in writing. The covenants add agreements of this Security Instrurnenl shall Wad (except as provided in Section 20) and benefit the suc=ors and assigns of Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed In connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument. includiog. but not limited in, attorneys' fees. property inspection and valuation fees. In regard to any other Fees, the absence of express aalbnrlty in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibiiloo on the chargLiig of such fee. Lender may no( charge fees thal are expressly prohibited by this Security Imttameni or by Applicable Law. If the J.Aan is subject to a law which sets maximum loan charges. and that law is finally interpreted so that the Interest or other loan charges collected or io be collected in connection with the Loan exceed the pea-mMed Ihnits, then- (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit: and (b) arry sums already collected from Borrower which exceeded permitted limi(s will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces pr1incipal, the redaction will be treated as a partial prepayment without any prepayment charge (whetter or not a prepayment chargeis provided for under the. Note). Borrower's acceptance of any such refund made by direct payment to Borrower WM ConstiWe a Watvcr of any right OFa[tlan B orrower might have arLsing out of such ovrrcbarge_ 15. Notices, All notices given by Borrower or Lender in connection with this Security 1mfttmentmust be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been giver! to Borrower when mailed by first class marl or when actually delivered to Borrmver's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers urdess Applicable Law expressly requires otherwise. The notice address AMI be the Property Address ►roles Borrower has designated a substitute notice address by nice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. If Leader specifies a procedure for reporting Borrower's change of address, then Bormwersliall only report a change of address through" spedfied procedure. There may be only one desigtrated notice address under (his Security ]nstrument at any one time. Any notice to Lender shall be given by delivering it or by malling it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Burrower. Any notice in connection vr1 th this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice WASHfNG'CON—Singla Farrily—Farotle Mae/FmdrUG N1ac UtvlydRM INSTRUMFNT pOcMagrCF,r6t1v3LC Baas*s rsas Form 3048 1101 Page i I of 16 www.duc»rsgic.cm►r n_1�L:.nt-.vwH7LCN'.•ir�NYY}NRi71f QSiIAYaL.iO r[�itHA�AATt'IY�iG ecncral locolinn 000Ic ftU1 t4V6f• P' ncttu,l sufveyaiM 1t��9'ritt zEi Cjf@fLIAVIi24 A. +a 4'ST zoo�o�o7oozsszm� required by this Security lnstrument is also required under Applicable Law, the ApplicableLawrgquirement will satisfy mite corresponding requirenvrr+t under Oils Security instrument. 16. Governing Law; Seveob€airy; kules of Construction. This Security Instrument shall be governed lay federal law and the law of the juAsdictlan in which the Property is located. All rights and abli,galians contained in this Securlty Instrument are subject to any mquiremems and limitatlonS of Applicable Law. Applicable I.aw n5lgbt explicitly or impliciliy allow the parties to agree by contract or It might be silent, but such silence shall not be construed as a prohibition apWl agreem"t by WU"ct. In [ire event that any provision or clause of this Sccurlty Inst-rument or the Note conflicts with Applicable Law. such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Insrment: (a) words of the masculine gender shall mean and include corresponding neuter words or wards of the femkntne gender; (b) words in the singular shall mean and include the plural and vita verxa; and (c) the word "may" gives sole dlsumilon without any obligation to take any action. 17. Borrower's Copy, Borrower shall be given one copy of the Note and of this Security instrument_ 19. Transfer of the Property or a Beneficial Interest In Borrower. As used In this Section 18, "Interest In the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a band for deed, contract for deed, installment sales contract or escrow agreoment, the intent of wldch is the transfer of title by Borrower at a future date to a purcl ascw-.r. If an or any part of the property or any Interest in the property is sold or transferred (of If Borrower is not a natural pennon and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent. Lender may require immediate payment In full of all stuns secured by this Security hrstrumerrt. However, this option shall not be exertised by Lender if such exercise is prohibited by Applicable,, Law. if bender exercLm this option, )_.ender shall give l3orrcavver notice of acceleration. I to notice shall provide a period of not less than 30 days from the date the notice is glvea in accordance with Section IS within whlch Borrower must pay all sumS secure dby this SecurityInstrument. IF Borrower fails to pay these sums prior to the expiration of thls period, Looder may invoke any remedies permitted by ibis Seca rl(y Instmment without rurcher notaca or demand on Aorrower- 718. Borrower's Right to Reinstate Alper Acceleration, If 13orroWer meet$ certain conditions, Borrowershall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of, (a) five days before sale of the Property pursuant co any power of sale coraa.lued in this Seem*instr+rment: N such other period asAppiicable Law might specify for the lermirlation of Borrower's Fight to reinstate; or (c) entry of a judgment enforcing (his Security Instrument. Tfwse condlHons are (h2i Borrower- (a) pap lender ail snots which risen would be due under this Security Instrument and the Note as if no acceleration had occurred; (bl cares any default of any other covenants or agreements; (c) paysall expenses incurred in enforcing this Security instrnme4t, including, but not ]unified to. reasonable attorneys' fees. property Inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and ruts tinder this Security Instrument: and (d) takes such acting as Lender may reasonably r'egtdre to assure that Lender's interest is the Property and rights under this Security Instrument, tpd i3wynwer's obligation to pay the sums secured by this Security Instrument, shall corillnue unOunged. Lendermayrpqutire that Borrower pay such reinstatement s[t= and expenses in one or more of the following forms. as selected by Lender: (a) cash; (b) money order; (c) certified chock, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an Institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic )Funds Transfer. Upon reinstatement by Borrower, this $ecurity Instrument and obligations secured hereby shall remain fully effective as if no WASHING- ON —Single Family--Fannle MaelFroddia Mae UNIFORM IN5TRUMEI T pocwprr vay.si*v-imv Firm 3048 1101 Page 12 of 16 tVWW.dOCW,9icxVM t aa[tu,i .urvGxd Iiv9�efyF1�1 ��Lv �,.�,, ur i �"„,� wv�rr erns murkarrraASt0.7nrare ¢eneml lay, tit+I, 01: 1 C �a 01)6 `� 20050907002392.013 acceleration had occurred. However, this right to reinstate shall not apply in the case of seceleratlon under Section 18. 20. Sale of Note; Chaxtgc of Lnan Senicer; Notice of Crlevarict. The Node or a partial interest in the Note (together with this Security lastrwmenc) can be sold one or more Umes without prior notice to $orrower. A We rnighI reSmit in a change in lire enUty (known as the " Luan Servicer') that collects Periodic payments due under the Note and this Set:urily instrument and performs other mortgdge loan servicing obligations under the Note, this Setarrity)instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there Is a change of the Loan Servicer, ,borrower will be given written notice of the change which will state the name and admires of the neW Lou Servicer, the addtm to which payments should be made and any other Information RESPA requires W connection with a notice of transfer of servicing. If (he Note is sold and thereafter rice Loan Is serviced by a Loan Servicer other than the purchaser of the Note, the morigage loan wxvidn8 obligations to Borrower will remain with the Loan Servicer or be transferred to a succezar roan Servicer And are not a5wmcd by The Note purchaser unless otherwise provided by the Note purrImer. Neither Mrrawer nor Lender may commence, join, or he joined to any judicial action (as either ate Individual litigant or the member of a class) that arises frottt the otherparty's actions pursuant to tills Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason air, this Security Instrument, until such Borrower or Tender has notitied the other party (with such notice &M in compliance wlih the requlronwois of Selrtioa 15) of such aileged brrach and afforded thle other party hereto a reasonable period after the giving of such notice to take corrective action. if Applicable Law provides a time period which roust elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. Site notice of acceleration and opportunity to cure given to Borrower pumant to Section Z2 and the notice of accele 60Aglven to I3arrawerptrrsuant to Section i8 shall be deemed to satisfy the notice and apportuntty to taste corrective action provisions of dos Section 211. 21. Hazardous Substances. As used in this Section M (a) "I-ia-rardous Substances" are time substances defined as to)dc or hazardous substances, pollutants, or wastes by Environmental Law and the fallowing substances: gasoline, kera&me, other flarrunable or toxic petroleum products, toxic pestiddes all herbicides. voiaWc solvents, materials cont2ining asbestos or formaldehyde, and radioactive materials; fib) "Environmental Law" means federal laws and taws of the jurisdiction where the Property is located that relate to health. safety or environnrmaW protection; (c) "Environmental Cleanup" includes any response action, remedial action, orremovai acdoLi, as defined in Environmental Law. and (d) an "Envlrournental Condition' means a condition that can cause, contribute to, or otherwise trigger an FAvironmenntal Cleanup. Borrower shall not Cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Razardo[ks Substances, on nr in the Property. BomwcT $411 not do, nor allow anyone else to do, anytldng afFeditig the Property (a) that is in violation of any Environmental Low, (b) which creates an Environmental Condition, or (c) which. due to the presence, use, or release of a Hazardous substance, Creates a condition a] at adversely affects the value or the Propedy. The preceding two sentences shall not apply to the presence, use, or storage on the Property of =H quantities of Hazardous Substances that are generally recognized to be apprDpdate to normal resdenEial uses and to maintenance of the Property Oriclu[ling, but nod limited to, hazardous subsMces in consumer products). Borrower shall prarupily give lender written noE rp of (a) anv Investigation, claim. demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any 1lazardoasSubs lance arEnvironmerr(dLaw ofwhich 6orrowerhas actual knowiedge, (b) arryEzvironmentai Condition, including but rya! Malted to, any spMIng. I" rig, discharge, release a threat of release of any ifaxardous 5ubstanee, and (c) any condition caused by she presence, use or release of a Iazardous Substance which adversely affects the value of the Property. If Borrower learns, or Is notified by any governmental WASHlNGT©N--5tngle Family —Fannie MaeTreddie Mac UnuFOW INSTRUMENT Oormagtct47kP= ava*'Ff'- net Form 3048 1101 page 13 or is wv w dpcmagk.com .—rcL:_�ca+oacr na. am Ar+elst orw¢I fh�lllb7adxlrrra[c ec nrr�l lacadon of du f Mi64..'a13f R( 1ecual survey f 1A t'*NCMkVTC' Art titii L j a] �+9 SMd)ST 20050507002392--M or regula(M authority, or arty private party. €hat guy removal or other remediation of any Hazardous Subsfanee affecting the Property is necessary, Borrower shall promptly take a]I necessary rc:medlal anions In accordance with lEavirontnentat Law. Nolhing burin shall create any obligation on Lender for an FiMronmental Cleanup. NON -UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. A,ccelsratlon; $emedies. Lender shall give notice to $orrowerprior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section IS unless Applicable Law provides othcf L14. nCA0Gc : shall speClfyt (a) the default; (b) the action required to clue the default; (c) a date, not less than all days front llte date the notice 4 given to Borrower, by which the default must be erred; and (d) that failure to cure the default art air before the date xpeclfied in the notice may result in acceleration of the sums secured by lids Security Inslf memt and sale of the Property at public auction at a date not less than 120 days in the future_ The notice shall further Warm Borrower of the right to reinstate after acceleradon, the right to bring a court action to assert the rteo zistenCe of a defaul€ or any other defense of Borrower to acceleration and sale, and any other matters rrgttixed to ire includrriin the notice by Applicable taw. If dw default is not awed on or beforethe date specifmd In the notice, under at its option, may require immediate payment in full of all sums secured by thb Security I as trurn ent withou I N ah e r dom nd and play linvoke the power of sale and/or any other remedies permitted by Appllcable Law. Ltnder shall be imtitled to collect aft expenses lnctwmd its pursuing the remedies provided In this Section 22, including, but not Hmited to, reasonable attorneys' fees and costs of title evidence. If Leader invokes the power of sale, Lender shall give written notice to Trustee of the octut rrrrce of Ark event of defatdt and of Lender's election to Cause the Property to be said. Trustee and Lender shall take such action regarding notice of salt: and shalt give such noticu to Borrower and to other persom as Applicable Law may require. A,ftt r the lime required by Applicable Lair and after publication of the notice of safe, Trustee, without demand an Borrower. shall sell thePropertyat public auction to the tdgltes# bidder at the time and place and under the terms designated in the notice of sale in one ormore pare&and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place heed in the notice of sale. i.endt:r or Its designee may purchase the Property at any sale. Trustee sW deliver to the purchiserTrustee's deed conveying the Propertywlthout any covenant or warranty, txprtsxed or Irnplled. The redials in the Trustee's deed shalt be prlma far -lit evidence et the truth of the state hems made tha vin. Trustee shWI apply the proCceds of the sale in the following order: (a) to an expenses of the sale, includbrg. but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior c Aid of the county in which the sale took place. 23. Recarrveyance. Upon payment of all sums secured by this Security Instrument, Loder shall requestTrusteeto reconvey the Property and shall surrender Oils Securitylns[turnent and all notes evidencing debt secured by this Security Instrument to Trus(ee_ Trustee shall reconvey the property without waTr my to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Truslee's fee for preparing the reconvoyance_ 24. Substitute Trustee. In accordance with Applicable Law, Leader may from time to time appoint a successor trustee to any Trustee appointed hereunder who leas ceased to act. Without conveyance of the property, the successor trustee shall succeed to aB the title, power and duties conferred upon Trustee herein and by Applicable Law. 8S. Use of Property, The Property Is not u-,cd principally for agricultural purposes. WA5W1N67C}N•5(ng1e Foully —Fannie MaolFreddto Mac UNIFORM INSTRIAVW oocmaVic CgUvo= seas+aria Farm 3048 1101 page 74 of 15 www.dacmeamcam c+rr nknzort auo�uate ecncral locati on of chc f ni644M+ 11N.T avwu ll gurvcy pjY� [e43�81�tr�Rt�N _ 2�1Pitt t+�� g 5i f2 �$1 2005090700239Z. g 20. Attarntys' Fels. LendershalI be entitled to recover its reasonableattorneys' fees and costs In any aGttan orpraceeding 10 Construe or enforce any term of this SecurflyInstrument. The ie m "atlornep' feem," uianneverused in alis Setwity Instrument. shall indudewiihout limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENT'S Oil: ORAL COMMTMENTS TO LOAN MONEY. EXTEND CPJEDIT, ORTO FORBEAR FROMENFORCINC REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASMGTON 1 AW. BY SIGNING BELOW. Burrower accepts and agrees 10 the leans and covenants Contained in this Security Instiw ejA and in euty Rid or executed by Borrower and recorded with it. (seal) ROBERT TRENT -Borrower — (Seal) .Borrower (Seal) -Borrower Witness- Witness: (SeaA -Borrower (seal) -Borrower -- (Seg) -Borrower WASHIWTON S€ngle Family —Fannie NLWFmddle Mac UNIFORM INSTRUKEN7 Dorh�t�rt� a�atr� radz Form 3p48 1101 Page 15 of 15 WWWoocmomc,mm lleri6Yii�Rfir[¢R9ffo{1ti¢crIGCIfPS3tili{ ail E l}�D> ale general location of lhr #xaggsWt"'Al aGtval su-v !y y7Rfa1[1$1I @hQ itR9tie. ti f9 • $oh75Y�P'C3 #bbrF4� f � i ���r an�r�:ir�■if.3 [Space Below Thls lino For Actn wiedgmec+d State of Washington j Courtly of PIERCE j On this day personally appeared before me ROBERT TRENT to me [mown to he the inftidual or tadivJdua esertbed in and who mcu the within and foregoing utsimment, and acknowledged that he/she) signed the samem his/her/jWree and voluntary act and deed. for the uses and purposes therein mentioned t Given under my band and offieial seal this 4 'day of�`"`-' AIJAK 4zg, Wavy Public in -and for (M state of Washington, residing at:��� Ilk `,���• �Cb• ��ttt tt 2 Q �� My commission expires: ! �{ WASH INGrON—Singre Frrnily•FannIo Mae/Freddie Mai UNIFORM INSTRUMENT DOCMD& O--acxp soo-N&IJct Form 3048 1/01 Page Is of 716 WWW, WWagk-com Clrrff�sis�.Rt1�R3f�.rOiltlkC'i?dfRDl�llFt•S7T0Ar'Ltr2'�RLZOrb�f339�*+sir �e�rcis! }a�'aiiuti oFthe �t&Catt�9.S�Cit��t :usual survcy�A'iFj�iS+d A�+�'P171>L� li - 'ifa3.�5'�A:(1� i�tP57 Loan llTumber: 213,027 1-4 FAMILY RIDER (Assignment of Rents) THIS 1-d FAMILY RIDER is made this 26th day of AUGUST, 2005 and is Incorporated Info and shall be deurned to amend and supplement the Motigage. Deed of Trust, or Security heed (the "Security Insb=eni" ) of the same date givers by the undersigned (the "Bomsowt:r'j to secure Bwowcr's Note to PIERCE COMMERCIAL BANK, A WASHINCTON CORPORATION (the "Leederl of the same date and covering the Proptzly dmaibed in the Security Instrument and located at: 2241 & 2245 S(7tTIIi 333M ST=, FEbr. WAY, VaSl-�T 98003 !Property Addreml 14 FAMILY COVENANTS. Its addition to the covenants and agreements made in the Security law meat, Borrower and bender further covenant and agree as follows: A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the property desmbedin Security Instrument, the following items now or hereafter attached to the Property to the extent they are fixtures are added to the Property dese4iption, and shall also constitute the Property covered by the Security Instrument: building materials, appliances and goods of every nature whatsoever now or hereafter located In, on, or used, or intended to be used in connecdoa with the Property, including. but not limited to, those for the purposes of supplying or distributing heating, cooling, electricity, gas, water, air and tight, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, sinks, ranges, .stoves, refrigerators, dishwasher$. disposals, washers, dryers, awnings, storm windows. storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, paneling and attacbed floor coverings, all of which, Including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrurrmnt _ All of the foregoing together with the Property descrlbcd in the Security Instnrent (or the leasehold estate if the Security Instrument is on a leasehold) are referred to in this 14 Family Rider and the Security Instrument as the "Prop@ily " B. USE OF PROPERTY; COMPLIANCE WITH LAW. Borrowershall not seek. agree to or make a change in the use of the Froperty or its zoning classification, unless Lender has agreed in writing to the change. Borrower shall comply with all laws, ordinances, regulations and requirements of any g&nrnmen(ai body applicable to the Property. C. SUBORDINATE LIENS. Except as permitted by federal law. Borrower shall not allow any lien laferlor to the Security Instrument to be perfected against the Property without Lender's prior written permission. D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent loss in addition to the other hazards for which insurance is required by Section 5, MULTISTATE 14 FAM1LY RIDER DoGM891C d%rna IM049.1-W Fannie MawTreddie Algae UNIFORM INSTRUMENT WWW.ddaM91ec0m Form 31701/01 Page 1 of 3 llrrf&hsaFcChaR7�f,!'tifltiYt eh5R7dFfS[1Fi 5iii1tb3�Rq Tnatc general i0ca[ion orthe "[Wt9vo"pt actual Luse &dA{eI li�L4��1pil�i�tlti[ l t>I �_�J # 4�5T E. "BORROWER'S RIGHT TO REINSTATE" DELETED. Section 19 is deleted- F. BORROWER'S OGGUPANGY. Unless Lender and Borrower otherwise agree In writing, Section 6 Concerning Borrower's occupancy of the Property Is deleted. C. ASSIGNMENT OF LEASES. Upon Lender's request after default, Borrower shall assign to Lender aII leases of the Propaq and all security deposits made In connection with leases of the Property. Upon the assignmenl, Lender shall have the right to modify, Wend or terminate 6w existing leases and to execute stew leases, in Lmder's suit discretion. As used to this paragraph G, the word "lease shall mean "sublease" if the Security lns(rument is on a leasehold. H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION. Snrfower absolutely and unconditionally assigns and transfers to Lender alt the rents and revenues ("Reaps") of the Property, regardless of to whom the Rents of the Property are payable. Borrower authorizes Leader or Lender's agents to collect like Rents, and awes that each tenant of (heProperty shall pay the Rents to ]..ender or Lender's agcnrs. However, Borrower shall receive the bents until (i) Lendex has given Borrower notice of default pursuant to Section 22 of the Securitylnstrument and (W Lenderhas given notice to the tenani(S) that the Rents axe to be paid to Lender or Lender's agent. This assignment of bents coustitules an absolute assignment and not an assignment for additional security only. Jf L.cnder gives notice of default In Borrower. (1) all Rents received by Borrower shall be held by Borrower as trustee for the heae lit of Lender only, to be applied to the sums seculvd by the Security Instrument: (lf) Lender shall be entitled to c❑llect and receive all of the Rents of the Property; (ill) Borrower agrees that each tenant of the Property shalt pay all Rents due and unpaid to Lender or Lender's agents upon Under's written demand to the tenant; (iv) unless applicable lawprovides otherwise, all Rents collected by Lender or Lender's agents shall be applied first to the costs of taking caulrol of and managing the Prapoq and ooileaing the Rents, Including. but not limited to, auDmey's fees, receivers fees, pmrduns on receiver's bonds. repair and mainteirance costs. Insurance premiums, mes, asswrr+Enlsand oLhertharges on ;he Property, and then 10 the sums Soured by the Security Instrument; (y) Lender, Lender's agents or any Judicially appointed receiver shall be liable to account for only those Rents actually received; and (vQ Lender shall be entitled to have a receiver appointed to take possession of and manage the property and collect the Rents and profits derived from the Property without any showing as to the ina&rMcy of the properIy as seatrity. Jf the Rents of Use Property are nul suft7ctesrt to cover the costs of sakIng control of and Managing the property and of collecting the Rents any funds expended by Lender for such purposes shall becorue indebtedness of Borrower to Lender secltred by the Security Instrument pursuant to Section 9. Borrower represents and warrants that borrower has not ex"tcd any prior assignment of the Rents and has not performed, andwill not perform, any act that would prevent L.cnderfrorn exercising its tights under this paragraph. Lender. or Lender's agents or a judlciaily appointed receiver, shall not be required to cater upon, take control of or maintain the Property before or after giving nonce of default to Borrower. However, Lender, or Leis der's agents or a judicialiyr appointed receiver. may do so at any time when a default occurs. Any application of Rents Shall not cure or waive any default MULTISTATE 1-4 FAMILY RIDER DocALV1 dr-o esrtx aw6#s ysm Fannie klaeJFreddic Mac UNIFORM INSTRUMENT Fan 3170 11b'I Page 2 of 3 weerlN �� Jrd i56S() a'I3 1[h4 mate genefal location of the fed Lk54gvdf*Rt acme! survcpd[rMiA't F�d M.H lmslt! rwtlil32 02 3� �9 R60�S1 1M 04, e •■ i or invalidate any other right or remedy of Lender. 'This assignment of Rents,of the Property shall terminate when all the sums secured by the Security Instrument are paid in full. 1. GROSS -DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which bender has an interest shall be a breach tinder the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument. g'Y SIGNING BELOW, Boffower accepts and agrees to the terms and covenants contained In this 1.4 Family Rider- ,�g �r, /_,12� .. (S(,at} ROB13RT TRENT -Borrower -Bo irror er _lAolt-7 (Seal) /,_��_-]3arrffwcr -sorf owe BoavyVer MUL1iSTAT 1.4 FAMILY JZIDF t Famte M DocMaQlc o% e�dasear3e� to Mec UPNWORM INS'mUMENT www.doanag+kawa t=cern 3770 1101 1101 Page 3 of 3 C1fY1#�l4EiFL"}�i�OdSLIC•�{�SL�tYST�PdLC gCRC[�t IOCP[IPn qT li7C �Jtt[K�;i�j�Q'CI SCIUR±SLIIVG QsE4�lri.E1 llR.me3�in�is�l '��:[� � 20050907002392020 Loan Nutrtberl 213527 FIXED/ADJUSTABLE RATE RIDER MOR Index - Rate Caps) THIS FIXED/ADJUSTABLE RATE RIDER is made on this 2 6 th day of AUGUST 2005 , and is incorporated into and shall be deemed to amend and supplement rite Mortgage, Deed of Trust or Secti ty Deed (the "Security Instrument") of the same date given by the undersigned (the 'Borrower'l to semen Borrower's pfxed/Adjpstable Rate Note (the "Note") to PIERCE COMMERCIAL AMK, A WA$HZNGTON CORPORATION (the"Lender") of the same date and covering the property described In the Security Instrument and located at: 2241 & 2245 SOU211 333RD STREET, FEDERAL WAY, WASHINGTON 98003 [p-Paty Ad&rwl THE NOTE PROVIDES FOR A CHANGE IN THE BORROWER'S FIXED INTEREST RATE AND TO AN ADJUSTABLE INTEREST RATE. THE NOTE LIMITS THE AMOUNT THE BORROWER'S ADJUSTABLE RATE CAN CHANGE AT ANY ONE TIME AND THE MAXIMUM RATE THE BORROWER MUST PAY. ADDPnTONAL COVENANTS, In addition to the covenants and agreements made lit the Security Instrument, Borrower and Lender further covenant and agree as follows_ A. ADJUSTABLE RATE AND MONTHLY ]PAYMENT CHANCES The Note provides for an initial fixed Intemst rate of 6.650 %. Tha Nrote also provides for a change in the initial fixed rate to in adjustable interest tare, as follows; 1. ADJUSTABLE nMRFST RATE AND MONTHLY PAYMENT CHANGES (a) Change Dates The Initial fixed interest rate will change to an adjustable interest rate on the firs(day of SEFTEMBER 2007 , and on the first day of the month every 61h mionth thereafter. Each date on which the adjustable interest rate could change is called a "Change Dale-" (b) The Index Beginning with the lust Change Dale, the interest rate will be based on an Index, The 'index" is the averag¢ of the London interbank offered Tales for six month dollar deposits in the London market based on quotations at five major banks ("LIBOR"), as set forth in the "Money Rates" section of The W$!I Shwr jwrgal, or if the Money Rates section ceases to be published or becomes unavailable for any reason, them as set forth in a comparable publication selected by the Lender. The most recent Index figure available as of the date 45 days before each Change Dale is called the "Current Index." (c) Calculation of Changes Before each Change Date, the Lender will calculate my new interest rate by adding FOUR AMID .90/1000 percentagepaint(s) ( 4.990 %) tothe Current Index. The Lender will than round the result of this arldiitian to the nearer( one -eighth of one percentage point (0.125%). Subject to the Waits stated in Section 1(d) on the following page, this rounded amount will be the new interest rate until the next Change Date, FmillAdustable Rate Rlder - Libor P9" 1 of 3 -t 956016 (a59o) FIAC ME; LASER FORM& NC. - 0dopi74m4s f7rdaisFi9fflR7fif*DtitCll g tip gs raate gracral loesrion of the ftttpt ..- t se[ual survey Lei ltq�� Rt(+�#d1t+2 9 �ali2 tiP PST 20050907002892.112T The ltnder will then determine the amount of the monthly payment that woald be sufficient to repay the unpaid principal balance as of the Change Date in full on the Maturity Date at the new interest rate in substantially equal payments. The result of this calculation will be the new monthly payment. (d) Limits on Interest Rate Changes Ttte Interest irate at the first Change 1:)21e will not be greater than 8.950 % or less than 6.650 96- Thereafter, the adjustable interml rate will never be Increased or decreased on any single Change Date by more than 011M AND 0 0 b / 10 0 0 percentage points ( 1. 000 %) from the rate of interest applicable during the preceding G rnonths. The adjusiable interest rate will never be greater than 12 . 650 %, which is called the "Mayimwn Rate" or less than 6. 65 fl 1/i which is tailed the '141n1mum hate". (e) Effective Date of Cha%es L-ach rim adjustable inWest rate will became effective an each Change Date. The amount of each new monthly payment will be due and payable no [ice first monthly payment date after tha Change Date until the amount of the monthly payment changes again- (f) Notice of Changes The Lender will deliver or mail a notice of any changes to the adjustable interest rate and the amount of the new monthly payment to the Borrower before the effective date of any change. The notice will include Information required by law to he given to the Borrower and also the title and telephone number of a person who will answer any questions regarding the notice. B. TRANSFER OF THE PROPERTY OR A BENEFICIAL PiTERE- C IN BORROWER I. Until Borrower's initial fixed interest rate changes to an adjustable interest rate under the terms stated in Section A above, Uniform Covenant 17 of the Security Instrument provides as follows: Trander of the Properly or a Beneficial Interest in Harrower. If all or any part of the Properly or any Interest in it Is sold or transferred (or if a beneficial interest in Borrower is sold or traiderred and Borrower is not a natural person) without Lender's prior writlea consent, Lender may, at its option, require Immediate payment in M1 of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if exercise is prohibited by federal law as of (he date of this Security Instrument. If Lender exercises this Option. Lender shall give Borrower notice of acceleration- The notice &ball provide a period of not less than 30 days from the date the notice is delivered or malted within which Borrower must pay all sums secured by this Snurlty Instrument. If Borrower falls to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Ynstrutnrnt without further notice or demand on Borrower. 2. When Borrower's initial fixed Interest rate changes to an adlustable Interest rate under the teraas stated in Section A above, Uniform Covenant 17 of the Security Instrument contained in Section B(I) above shad then cease to be in effea. and Uniform Covenant 17 of the Security instrument shall be amended to read as follows: Transfer of the Property or a Beneflgai Inttrest in Borrower_ If all or any part of the Property or any interest in it is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person) without Lender's prior written Consent, Leader may, at Its option, require Immediate payment in full of all sums secured by this Security Instrument- However, this option shall not be exercised by Lender if FueNAdlurtabla Rate hider - Libor -1950016 MID) rage z or a .�� rrs .,�crron ►Ft nirmrnr7�iMiFlryad[9GAtift[SBRq��asu Mtn rn4 tnet+eipn of the � qP.--LNo#*2t actual surveyr 3 h i eta t chair l[tl :ff@tk Ti RlNl4 exercise is probiblted by federal law as of the date of this Securlty Instrument. bender also shall not exercise this option If, (a) Borrower causes to be submitted to Lender information required by Lender to evaluate the intended transferee as if a new loan were Wag made to the transferee; and (b) Leader reasonably determines that Lender's scawlty will not be impaired by the loan assumption and that the risk of a breach of any covenant or agreement in this Security Instrument Is acceptable to Lender. To the extent permitted by applicable law, Lender may charge a reasonable fee as a condition to Lender's consent to the loan assumption. Lender also may require the transferee to sign an assumption agreement that is acceptable to Lender and that obligates the transferee to keep all the promises and agreements made in the Note and In this Security Instrument. Borrower will continue to be obligated tinder the Note and Security Instrument unless IgMer releases Borrower in writing. If Lender exercises the option to require immediate payment in full, Lender shaft give Borrower notice of acceleration_ The notice shall provide a period of not Iess than 30 days from the date the notice is delivered or mailed wltbttm whirh Borrower must pay all sums secured by this Security Instrument. If Horrower fails to pay these sutras prior to the expiratiwi of this period, Lender may invoke any remedies permitted by this Security Instntmeat without further notice or demand on Borrower. BY SIGN NG BELOW, Borrower accepts and FixeVAdjuslsble Rate Rider_ (Seal) ROBERT TRENfi Eornuwer (Seal) .Borrower [Sign Original Only) FtxedlAcrjustsbsJo hate Rider - Libor agrees to the terms and twvenants contained In ibis 444;1 L L--- (Beef) -Borrower -1956016 (Mial Papa 3 or 3 (Seal) -Honor s7rK&isfslili7{t9fitaFkir: itGfh�l71�>2M4iA 0whb2aa<k%nxte general loe"on of the "q*Nvd NRI aCatsl survey'1i $W-M:Cx0jMd'SSTT 1 WHEN RRL0aDP7Y, MATVX0: PIERM COMMERCMI, BANK h PO Hdx 110488 I r� 911411TACOMA, Iaj�$RINGTON 200 1108 02471 98411 {UGi Yi "T ff PML1[ ItC A➢T 12.00 PRSS�� /fib $.22 i}{0 MN1Y. HA Qm,No. 205115G17 BrroN No. i—No. 213e27 20061108002471.001 VACSABOVETEI31INSFO$R D:?R'SUSE — OT VOVU U1 11U4L M VALUE REWtM. 0= mAca1gwdb=by c"tg, MEW 'ad tr mfazt CO LONG BERCH MORTGAGF, COMPANY, 1400 DOUGLAS ROAD, SUITE 100, p,NAaIM, CA 92806 Abcatfiddinty&tu,&,dgcamin >ktdofTrostdated AUGUST 26, 20O5 exrcotedby AORERT TREW, A MARRIKO MAN A5 HTS $$OARATE L5S•ATE -!'costar, ta STEWART THE Teu tet. audrmndcdas Taiemmeat H0.200509072392 0n s6p temper 7. 2005 in book Imo° oFoifi6a ResxTk is ehc Canuty R=idM'S 0ITZ- of ICING (q�S, WASHING• )l , degmWug 120 thereinae: LaT 3, xzx�rG COI TTY MIORT PLAT UNDER REWXDZD BER g110190295, I KIN0049 IGICDIIITPS, WASHINGTON, SAID SHORT PLAT ,%2:ZX9 A RE'VISFON OF SHORT PLKT RECORDED UNnER RECORDING NLipmER gppy090741 IN XMG COUNTY, WASUINGTON. LT- 3, K.C.S.F.. DIG, 280049. Rzvy$ION 8110190295 A..P.N- #t 797820- 0180-01 TOUR wid> the MOW ar Oemg theman dwa6bed ax n m. die moray du ind to btto= dae a= -It af1m iUCKC,t, =d as nyhk acauw or to ho mw un&x said Dui [ of TriK STATE OF NAMING'J.'ON S3. COUNTY OP FIERCE on Septetaber 7, 2005 Marl C. Torre yemwUysppeared Svuje L. Lightfoot pervaeca[Iq Ysutwa to me {ar waved ter me om. ehc bast of evidn=) m be the pe mm(s) whose zG {t} ace anb=Rpcd 9v the aW b t and adavvu1*1 to me that a(bq mmate d the by hLV d$dr (S) on the hauumc= the pft=($ . of the -ity vpon bftV of which the paw*a), amc, =wab6d the kWMm m. WITNESS my htdd W9 offiCW seal. .sli Sn1tuIL MAR% AA- UE Notary Upj—: 011/29/08 PIL E COMMERCIAL HANK ,y.,�... �so7C- 50 A L. Lii SEgOR VXCF; This 4Wz mcm prq-md by: LomWAmUWMAGkYsc� . j�tREG RRE CT48 WASHINGTON COAPOAAMN ASSItf}SP,AENT (?F DEED PFTRU3T ' °dD-Par'x^ 1 Oil BIDS .+ .darno.g c.can, w—V.-w— Or•tl�IsfsS$�$2£Col�iic'ifk�9�s�Q8�€�F�matO_gencrtsl lotn4ion aTtklz - q�pfit#+ut actual sleeve A��RS�lt11 'ken�s�P:CiB 1bD4dr S TATE PLAT SECT F ON 16 TVVP. 21 N R 4 E- W.M. EMBRACING ALL OF THE MWI/4 NEI/4.5t./;.)SWl/4,5W1/4 SLI/4,AND LOT KING CQUN-TY,WA$HINGTON MCALr r z 4 a a - A7 57(TC•irpw6�Y..7~ Ile, 'v [py kk :k STATE PLAT 6 At'r I N STA7E ROAD No E)--[PAVEn) SECTION 16.TWP. 21 N. R-4 � E., W . M • I 1 ? F P. EJ18AAeeRe ALL oh rn[ r ~ a hlWi/(N FIM Sv1 y „yy,g W "` SEV F ANA LOT 2 r3+ z'N r KING COUKTYA WA$HlNGr0N v . ,•A :1 m.,•:+ WADE OY ONOCR OCTNE :. il I 1 +• IZ i u-�••`• t,^amd issioNER or PUBLIC LANES -• y� ' � .�?� "•L;, eyrILPHA, wAZYII..�TUN "' : tl ° raHr' .I AL4, fT s• LV ad µme'°i.Irn..,.+1'•'' =vI i f' .AA.r: L t l= W iYCR-'QATEi �o- n"t� .,.I ti•{ Nlo ti STATE Of WASVIInOTO r ' �• t r • +� �n f CMVNTV M1r TNVF13T1J M�.S•Z:". A. V t Iv A. CASE. AS r'A RLI$510N[R 11P'WTlILI1' LYaKIhS Ir1 AArD rO([.'ta ATE Or Wi> }iiY•rpQA4��� RO 11[11 E 8r CERTI Pr TIAT tti£ PLAT' VK WHICH TA Wt C R 7t•Ti C ATi pS lna IItltR ey nIL iO[N TV. PL A7 GrTRr SIIRVCY A Np SUBDIvlEeQN Of THE aw."pr NYVA. 1nt75P/) 8VA-TOPE �hAt Orq 4A%n LOT w'.'at'Cr ION I*. TOWN.N[eP dl NON T4-JIASJCE }•EFST .1y. t . AS ma Or uNDEfi rHk OORtpn O( ar i 4 ""to Ar NO•+D T. ACEo. tHl(F [NC$QSER Qr t'DE PQ7 NENT.6t I'uU Lft LMOZ,j"0 ArzfRYE OjWw0gNEO Av0 RoOPTLO 67 REFER OATcN Ar1D ENT CA E& APRIL 9='1%A i r THAT THE NUMBLRS. 1 TO bI INCLUS.VE.APPEAR1yO UPOh,'[nE SEVF.lSAL lUjIp4Y1S�ONS OSYIII! _ 1 PLAT Sr1A LL OC ItNOwN AS TkACT OESIGNA(IOOISl p THATTNC VSE. Or S(ra:r: TS .ONO AVCNUCS. SIedwN NM E O+l rh 11 CKSY OFQeCArr TV TH[Puaµc FOREYCP .• L. FOR All PUSLPC Pu R r✓A R KS NOT INLONl.ArE PIT *1 Th TYPE VSE THERe,�E rOlt PLML IC HjgN Nora OUR INS ES. • v q°ea .Y°• I.sn 'aw^ ..r.a i.l .4 �•O . � ALSO Tl1E PAtK jHDW N 011 THE PLAY YOft TNL PVILTD7L Tll C RCOn 1NplYATED.AND 4L'5o 11-t Aedtrf TO Hµ•i• I'A =r• rriT. e - I,d "1 �'"' -- - ME ALL UDECl SA T SLOPE! FOR 4UT! ANO FI L4S UFO" TISACt.S,Or yY.Np SA(OMN OR Trij PLAT1•,a•''Y eN TnE REASdHAdL= ORIGINAL GRAOiNrA Qr ALL STR EE T3 au AV r%U" 4t(D1Ym nK'A tON..: �' _ �� P I A7 T F.'I' IN. CEE,TI FICATE IS EN'rr+laa UPON THPS PLAT IN ACCORDANCE -ITH ME! Oi[✓9"A" r t LGlui' f 15soo NER Or Pu6LIC LANDS Of APRPL•V. P59a. PULLT IMUNT IrYING Amn nE5EkttSON, THE A+•EAi - ;� I.-•,.1: 1 WE PLAT I"ME' N ARD TKrnc Ov DPP ROV C 0- AEVE 1% Pm C. TO&A IO D"OER AN O GONTMAIua 7y1 ✓S�RrI..[•,,. $ FEAT HREL3714MEDr; :•�'•:.. 'NI'. sr �� A RE$7'f4.,(GTION„,•"-� TNATSATD ORUEA 01 A"T d PHltr.lyt DULY AUTO C NTIC AL COPY OF THIS PLAT BE F I LE D ITT THE • ` O rrl cE or THE CpLA4tS.S 10NEFr O� PUtltIC•i,AHOS AND ONE COPY THEREOF IN7HE 17fhILt Ut Fh2-+ �LL Tf/AC 75 I1N YiRl ut'YrARE RCSTAI C'1 Q'� TO „k-I LlUOU ROAN ] U![ C%Cr PT COUNTY AVOITOR OF it IN; $QVNT7.!RAT E OT WA}n1 NGT ON. 'I•a.,A..•"�•• f7U"FT+RA TS+ 151 T8 ft,ifiNSIVC.G wIN r.i wsj AR€EeiSEHYEU/Ull 11 E1 tIItS ul NCSfj USE I I 1TIINOM MY MANO ANO)fFFFCIA6 SEAL TIiIY•. OTH O4Y a APh I L. A O Iq q h I= -I vSt A"O'NO,ch4cl On PORTION T{L=gEQ -IALLYlt OIVI OEO AND SOW OR RETOLD. Y; -e R OVr —R&HIP I&MLNSC$R.flR TRA1e1iER R90 *Ile UUYNtI[lHll' Ot ANYIVRIION .s� �:r �°N--inrE"a irr F'o� F 7i d�rwpf �P 31l114 PLAT SH ALf 8E LCt4S THA Ii c9DOa I.APF rE CT Am L£S. THo-0 50 FEET I'• WIQTH AT 1HE FR847 a111a.DINc (,1NE AMC' SURIECT FLIILTHCN 16 74t O.ILDVISI0I43 or „'', l j*_ 3•S'iF�° S E A L KING COLIr+TT AEfiQLLT1t61t N°• ea OA ARO«U�FgUENT AwEr•rl..tNT$ 1H1'Pi IO ' '{ fra,•A.n. w++�+'�t+•� wATERSVPRLvl �Y[C&�a.yR •'+.AXiF C,6TEA OATLn COOPGRATIVE" r,• t; STYYACC OISPOBAL pY XF 0-41C CAN A. -t s1• IIAM LMtO AND A9PR OVE D Tkll • ;�AT Or 0.11_ A D lgAS. FILED INTHEO/FiE[S"Ol T1tE CdMM15.11gxLlk ai tYJ6, 1pc P:altF�SraTNLS�{�UAT��LtLP. Ao•IVN6 EAT-- `•Hti...•V• �• Asa Yr � ViE7 ri.+p1'• �, ceuw FNp T/ [[% A••rr AA'•a rA�F .�! rfriAF [nLyi f erni j /��� • a� ,Y�' ••;; _ t•••, r IICAEIP CERTI FYTHATYHE WITHIN PLAT OF "SYA4E PLAT INWCTION it.. S E A•L:• TOVN5HIP 21 NOrIFH.ItANGC A rAST. W L. " IS DULY APPROVrD nY THE NING ••,� FIPn r•FY [S ••� - COUNTY PLANNING COMMT Il510N HI$_J2% DEft AVIr tA _ A D. IgA •• �7]�{w�- Nri1.-K y'✓1WLe['aIA91 1••' •__u m�a�pp Nr°N 6iw�aA_°F__ j0�. Awl leo° _ •'i1 .I � �� F�{jDAn--- Iree(T. Av cr. eYir Yi p. A.[ri — •€XAMINCD •AND AOPNOVED THIS _I�YH OAr OF_4PRIy A.O OVA° CE-A �� ;i• i.SML�aEAA AAA • sw�.+.'.Aw. pg AAP FrHwwrr �.Tivriwr ..• diifAe AFL►F R�; aTP NOTA L •SE AI i1t37:l vrl:v °}T:vs>;. ie✓F•iSra Fi,--- • T rILCD rOR.OFF RO AT TM[ [(�+6VpT ctp-r F HIN6 COVI�IC PLAPHING LOUM- pSipN TOILS?_ O!� OP fjfj,L A A I 'JL3, YIT �{1i °7tIN (11T1 JlART.,jQ_g LI•P AiJO �tEw)#DEtl PN'rocv rr aI OF FS.,V. iwApr,.t4. "k P �s RA,can as dr KIND G.14 OL'I+HTY. ;twTE os wASHINL�pTII'-. ,1 •L r .•� '• P[Ao lT sooATr +r6l r.A,+ .y•w• i•, STATE FLAT IN 9ECTION 16 TWP, 2fN R, 4 E-i W. M a. EM13RACING ALL or 7H E S NWI-NE- S-SW"4. SWI-&El- AND LO KING COUNTY, WASHINGTON Sr Al.0 1l-r7,00* A UM VVV' V 2 2111 M. a. �•• • , I': r:•. ��T—.� fat-li- wl� ,u \r a .._. �,6 F..m — W q d lAa 90 31 f" IS 61 of Q-7r —am— .0 10 LAKE kAv z 1, 6 12 lk, IE E -------SOUTH 3367 I*' L F ", J L 40 fANi. PAW W 410 wt 3j du '44,01, 2' 4 f.. . TO 29 -190 A71 W nOTH bJREEi A Y J) May Alil.-I to C.R, uM nIei'.Lle M.gj,ojrAngr rr g 1) � 0 to rip School 1an(1;3 - Tz-act 20 .In Sitate Hat In -Scc 10-2111 cont 5.12 2o, mrj� C 4 orfl plat thoi? on 1"Llo 1.11 th& OLT Of the 001118P Of. Pub Lano.s at Olyipppa, Wash aco to J(jjjga co jjL%sj ji Na 0`494 ana subscquent amen6motitr3 thto Ube aboxe Clow tt has boeruzuned ate S-_1 (Suburban) Uwe ami no tt or,.' Ptin trlof 6111{1,1 he CLIVILIGiJ azid.sold or rerioj.d or owriershap trans; or cjjF.tyj[5P_d 1111by Ulle OwtIerahl-1) of arty pbn of thl.0 L)e* 1ecj.,:j thLiv. 6000 st] ft Lind 3.e.si thar, 50 Vt In width at i;he front blog 11.rie The a Bove c*CO I" ax'O 301d ---- Om &;J 2957017 --- Arthux, 13.10ang,11o, (;ov st".1to 13eal Attost; iiay T,YeQirvLn, Ar;n',-, Scic of SO State I-00 of Deedu Vol, 10 PI'T 29 App NO 1.924--3 Cont, 1,110 5X(05 (MI a1) 312116 I'm,' Huy .1, Aubur'n ..1(i by P.`�'T'YCOIJ j 1% EXCISE -;TAX NOT REQUIRED 9111g Co. Records Dfvlsloll ' r ay Deputy a HOLLY PLACE 4 r (KING C0UNTY TURNKEY) cr �� Agreement No.295 A G R E_ E M c N T_ *0572 0 R2 CID F 7.00 THIS AGREEMENT, entered into in duplicate betweeffisL&EHAVEN 50;�7-00 DISTRICT, King County, a municipal corporation of the State of Washington, lereinafter referred to as the "District", and HOLLY NORTHWEST DEVELOP- r-IENTS, LTD., P. 0. Box 99953, Tacoma, WA 98499, hereinafter referred to ,an "Developer W I T N E S S E T H WHEREAS, the District operates and maintains a system of sewage disposal witl,i,n its boundaries which can serve property of Developer; and WHEREAS, the Developer: desires to construct certain sewage facilities at its own cost to serve Developer's property, for delivery to and operation t.)y Lhe District, NOW, THEREFORE, IT IS AGREED that; 1. The land for which sewage treatment is requested and to which Lhis Agreement applies is realty is King County, Washington. described On li:xhibit "A" attacbed hereto and incorporated herein by reference. 2. The Developer shall deliver to the District the plans and specifica- tions for lateral collection system in the Developer's area which is not served by District constructed lines. Said planq shall be in scale and detail requested by the District. 3_ No construction shall be commenced before the District has notified Developer in writing that plans and specifications have been approved. 4. The District shall perform all inspection of sewer facilities and no $ewes facility shall be covered prior to inspection. Notice to the District that construction is ready for inspection shall, be given not less than 24 Lours prior to inspection. District Shall inspect within 24 hours of said notice. Developer agrees to comply with all District's reasonable inspection re ui.rements. Developer shall maintain at the construction area, at all times uring construction, a representative to whom District notices may be given regarding construction. Said representative shall be designated in writing by Developer_ 5. Upon completion of construction, Developer shall assign and convey Ga the District good title to said sewer facilities together with permanent uaBemants for their location in form acceptable to the District, 6, Developer shall notify the District the date work and construction described in this Agreement will commence. Sad notice shall be given not less than two (2) days before said commencomernt data. In the event of interruption of work for any reason for more than three (3) consecutive days, John R. t1mk Allornpy al LOW PAGE ONE 420 Eut Mein HOLD ,CE (KING COUNTY TURNKEY) AGREEMENT NC.295 Developer ahall give the District written notice not Leas than 24 hours before recommencement of work. After the work is commenced, it shall vigorously, consistently and in a first-olaae workmanlike mariner be carried uo completion, In tha event ark and construction described herein is not completed on or before 11 k, K I ,I , (unless delayed by an e unavoidable acaident, etr r eEs-"a,�this Agreement shall be void and of no force or effect whatsoever. 7. Developer may prrtptare and call for bids for construction described herein or negotiate a construction agreemon t for said construction; bids shall, not be called nor construction agreement Executed prior to approval by the Diatricr for the purpose of maintaining District construction and material s tandarde and inspection rights. 8. Developer will procure all necessary atate and county licenses car permits for construction, 9, Teatin of collection system shall be performed as required by the District, inalu ins, but not limited to, exfiltration and/or air testing. 10. At the time Developer delivere this A t reement to the District, Developer shall pay to the District. the sum of �� •�� � administration Said sum shall be payment for the 01atrict's engineering, napect on, anu legal coats arising out of this Agreement. No part of said sum shall i)e ref'undabLe to Developer. IL, San:i.taty sewage service shall be provided byy the District to the uubjecc }property upon payment of the District's established aide aewer fee, monthly service changes, surcharge fee as act forth in Resolution. No. 79-702 and amendments thereto and a general facility fee of three and one-half cents (33i) per square foot for the area of the subject property excluding public aLreeta; provided, however, said general facility fee shall be paid at the time of request for service. 1-2. The District shall charge the property described on Exhibiional tlineal at.rached hereto and by reference made a part hereof, a prop front foot) share of the cost of the sewer main adjacent to said property. Said charge shall ba leviad by the District at the time application for side sew car permit is glade and shall be paid forthwith to Developer after receipt by the District. Said charge shall not bear interest from completion of eonsrruction to date said side sewer permit is applied for. Reimbursement to neveloper as provided in this paragraph shall cease and terminate five (5) yr_ars from date of acceptance of said sewer main by the District. In the event service to the property described in this paragraph is secured to evelapex.; connec:cion to any other sewer main, said charge would not be p I.3. Upon completion of construction, Developer ar contractor will deliver to the District a bond in the amount of ten percent (10%) of regaira construction Goats that a reliable contractor will Make and pay for necessary within one (1) year from date of acceptance of said construction, arising from faulty labor or material. Forth of bond is to be approved by attorney for the District. 14. Developer hereby agrees to indemnify and hold the District harmless from any and all claims which may be assessed against the District as a result of the aenstruction or maintenance of the work described in this Agreement prior to acceptance by the District. Developer shall maintain in f1111 force and effect during the joxlatruction period, liability insurance satisfactory to the District. 15. The District and Developer agree that in carrying out the terms af this contract, the Developer shall be acting as art independent contractor and in no respect shall it be deemed an agent of Y,aiceliaven Sewer District. Jahn fl. Becak Al10MOY of PAGE TWO Law 42O East Mom 1M HOLY � _ (KING COUN AGRREEMENTTNOT29RNKEY) 16. Developer shall not assign this contraeU without the written gonsent of the District. 17, Partial waiver or waiver by acquieeaenoe by the District of any provision or condition of this A8reamont shall not be a waiver of cony nuher provision or condition of this Agreement. 18, Work and construction performed under thin Agreement shall be connected to the District trunk line when thia Agreement is fully and completely complied with. 19. Upon completion of construction, Developer shall submit to the District, in writing, a statement of monies expended to perform construction; together with mylAr transparencies and such other engineering records and data as may* be required by tha District. 20. This Agreement shall conatieute an easement and servitude upon the property described in this Agreement- and shall be binding upon the heirs, asaigne and successors in intereat to the Developer. This Agreement ahall. constitute an equitable lien against property described in this Agreement and in the event of non-perfo—.nance by Developer as stated herein, the oistriCt may foreclose said lien in the manner authorized by Zara. 21. This writilig constitutes the full and only agreement between the parui.es, there being no promises, or or under anding a, amendodw j.tten owriting. oral, except as herci-n set forth, hereafter y be WITNESS our hands and seals 'this V day of j4Q GJJ - 1980 ROILY NORTHWEST DEVELOPMENTS, LTD, By_ By-- S;TArE 01' WASHINGTON ) as. COUNTY OF KING ) LAKEHAVEN SEWER DISTRICT King County, Washington omm as an^r ' On this J�- day of 1980, before me, the undersigned, a Notary Public in and for t e tate of Washington, duly commi.saionadand ;gnL, personallyy appeared 'rCo m nowrt to e t e President and LL -+ LT17. , the ey, reapectveTy�ai7 NQRTHi�IEST DEVELOPMEN'S, corporation that executed the foregoing itnetrument, and desdcafosaedged the atinn said instrument to be the free and voluntary act and for the uses and purposes therein mentioned, and on oath otated that they care authorized to execute the said instrument and that the seal affixed, if �tny, is Aha corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first fibova�,x'V ;Tvaft.•� Camay u C n a O t@ ate o Washington, residing at CcSrr► C&- John R. H*c■w A11w,10Y at Low PAGE �� 42b East Mein Auburn, Wnihlnuton 98002 VAL, EXHIBIT "A" LEGAL"bESCRIPTION FOR HOLLY PLACC HOLY PLACE (KING COUNTY TURNKEY) AGRREEMEN't N0295 Lot 26, State Plat in Section 16, Township 21 North, Ragge 4 East, Cd W.M„ according to the plat recorded in Volume 41 of Plats, page 30, ~` in King County, Washi,ngcon; EXCEPT that porCion taken by PSH No. 1 T J 3D EYMBIT "n" Deseri.ptian Of Latecomer's PtDPerty for the Holly Place Project HOLY (KING COUNTY TURNKEY) I i 4 1 ' 'CA PARCEL 1 The West 150 feel' of Lot 28 in gtate plat se recorded in Volume 41 of Plats, pages 50 - 32+ Records of KCounting Y, Washington; l LESS State ilighway- The Last 150 feet of Lot 27 in State Plat as recorded in Vvluiae 41 of plats, tL pages 30 32, Records of King County, Washi.agton; D L45S Ssatc Highway. . F :0 for ReMrd at ReMst M LAKCHAVEN SOWER DISTRICT 1', C7. flox 4949 �I4 a E A S E M E N T !! 0 D J TIJIS AGREEMENT, made this _ ZS— day offf Al T� �'� .• 19 �60_R by and between � _ described as follows: That portion of the following described property included within the lilnits of a strip of land 10 feet in width lying 5 feet on each vide of the centerline of the water main constructed in the Following described property; Lot 26, State Plat in section 16, Townships 21 North, Range 4 East, W_M. as recorded in volume 41 of Plats, page 30, in King County, Washington. And also that portion of strip of land lying 5 feet on each side of the centerline of water service mains lying between the water maim constructed in the above described easement and water meter boxes and hydrants; And also that portion of land lying witixin a radius of 5 feet from the center of aach water meter box and each hydrant served by the wafer main constructed in the above described easement. cc '5 r G-) L-n Q i% EXCISE TAX NOT Rr.QUIRED rn 177"' King Co, Records Division -4 V1 By , pepuly 9 t, + �' Holly Place F2EC-G, F: 4, C10 Sap. 16-21.4 Cn5ll`_-L >r,i-s:,,.;.00 li ' The said Grantee shall have the right without prior institution of any suit or proceeding at; law, at such times as may be necessary, to enter upon said Construction right-of-way for the purpose of con- structing, repairing, altering or reconstructing said water main, or making any connections therewith, without incurring any legal obliga- tion or liability therefor, provided that suoh constructing, repairing.- 41tering ar .reconstructing of said water main shall be accomplished In such a manner that the private improvements existing in this right-of- way sliall not be disturbed or destroyed, or in the event that thcay axe ' di*tLirbed or destroyed, they will be replaced in as good a condition an they were inunediat:ely before the property, was entered upan by the said Grantee. The Grantor shall retain the right to use the surface of, said right-of-way if such use does not interfere with installation of the water main. However, the Granter shall not erect buildings or strut, cures on the right-of-way during the existence of said right-of-way. The ri9ht-Of-we.y, ',wring its existence, shall be a covenant run- ning with the land and shall be binding on the successors, heirs, and assigns of both of the parties hereto. �o � e- rk w+�s r �� v►� c. � rt�� Lr�a By: By., By. ATTEST: By: Title= ��rf STATE OF WASHINGTON ) county of King ) ss. I, the underaignad, a notary public in and for the State of wash- ington, hereby certify that on this day of , is - personally appeared before me to me known to be the of 4he who executed the foregoing in- r�'ej _ n ;a k:tow].adged that he signed and sealed the same as his fran:'"Y►.o]�ufstLaryr act Arid deed, for the uses and purposes therein men- t iane , ayndF -n '0' th stated that he is authorized to execute the said instrument fafid� the seal affixed is the Corporate Seal of said corporation,.", Notary► Public and tor tkW state of Washington?. rasidirg at CO l CO FILED for Record at Request fll0-1 y Name,. c]D WATER DISTRICT #1U S H O A T P L A r- LD S. mac.- T,_,.,'� R.�lKING COUNTY, WASHINGTON•- 1 ��1'c`se�rvurilor! APPROVAL ror:nrdor'9 tray Dt p+rtmrnc of 111nnniny and Commurti cy [N.-VOC,j;maot 1ruf1,lirtg isrlo Lend Duval nfinial] t DivisioA Examined al:d app{ovatl this A. tldy of --- �J Han,9yar, Building 6 Development Di111::1c I jali:l�tl PLIP,t/rrn:nr ul 1•,Abi,, ly'r:rl.:r ej 8x,rmtrrd dnd approved this d.ry CA i 19~% riled for re r.rd ar tllr• rey uuy r, o f : • L. ✓ ,"r_• — L2/Ir1/Ar. tri 94,e e. r r-- Plr'CLCOr, 01 . 1 tar' 113 #i i 9 ry t , Namr, _ REG11 F ti , i 11_i vepartnent of Asse.SmnLs txanuned and approved this /r.`3ay of ,2eturn to: r a: ;C' r- — Ftt7 ldt:rlr� & £,czr d Develonrrwnt "'- 0'ur 150 KC /l2bnr nistrctt•iotl ,81d[ SeQt.tZe, Ivry.^,Jri.rtytorl 98104 �- �..^ • �dki�+l.. ,. - .3sv(+t:sor •—,�^, 1 LEGAL DESCRIPTION 'G, .+l.lto llv in fcCLlOti lE Tt,ti'_ "�1 �. r::, ';. r nrdin� I,n r-t„• 1,i•:C c,1: !•cl LEI 'rufutne 4t of ;lets., imm, 30, ill giro- I:UU;.ky, '-,.a !`tn•-tuts. 'SxcrF�t t!::al h,rirt'n C';'r• rl' i011-- cy•.'.I Lu Lho "LULL, Ui l5;lc'lin+;l.rna, rrthfPl' At1.iitot`1c EDT 1 Chi Wesr 120 1'.3et oC Lot ?C,, ;ir.nti' Plat ire So Ltu!, iC, 'C l', '1 5. GL:, 'r-''...., accUrciil;; i:�i 6IIe (alit r'ccordrd Sra Volumn 41 of Plm.s, p.,};,2 3o. i:, i:lr, rnUrir.y, Wiwi IIrt;;tOt1- ;,. LOT S !'lira ..._::L 110 NOL of i.1:C ;!01•LI: 21,0 root LIE the tSESL 430 Net of Lul- N, Sr.a::, Pl. 1r1 SCrLlort iu 1111. 2.1 14., 1,. 4 L j h'.`iarcordit,A Ln the alirr. t .-or-Lied in YoIInrw 41 nr PInt:, irlt;i: a0, in Kin, i:UuuLy, Wnshington, ntlhjCar. ID fob, rlt`-�it7,'•fi''• ovi:r tits +:'r--,LevLy lr: `Ca. r.. 1 rk ij,,T t The t!Otr,h POO fP('L Of ;.ot ?C,, SLiLe Plat in -Sect:ioil ar:, TU. ?t .., R. LtT?, !:.!•t_, aar:cu:di:al'. C%, uic plat vecovded ill VOlume 111 01' PIRLs, pj!;e 30, in Kier; f;nU11tY, ida:ItinF^.Loll. F.xcepL t.!a<- WC -St 1,30 feet and except. til1L pal•L1On of said LOL lying 1:oi-LhE-n�L•ar1y of Lhr .arc of a r. t rr.l to having :t 1'adi tt9 or 25 face which i5 LatiE;Lni Lo tlto ilet'Llt and La -A l ilie. i LPL 26, dodicaLed Lo King Cuul,l.y for road purposes and except that portion of ::ai.i LOL ^f, ' c:oflvgyCrl t•0 GI1C State of ldEls!linlS4on, under Miditol•'s File No_ 50713f.1 _ Subject to Ca 0111cllL a.Ld6h far• intCress, cgl'ast; and uLiliLiC, Over th& 1:?-LL1'ly pOrLiurt ar :;yid Lot. ?G as; wen'sured at ri-mr, anr.Len Lo LhLs Westerly lint or that poa•tion conveyed to t:hr State of j tda hin�tnn, under Auditor's bile No, 5021321. T i LOT 4 Tract 26, iLEz,? YlaaC in Sartion 16 TIR. ; 1 N., R. 4F,, 11.^!., jccol,din,-. to Ulu plaL I,i I ��rttrrl�d i.n lrollrme. 41 of Plats, pagC JU, in Kilig CUunt.y, WashinCLun. hy:cept, Lhat Woof 320 } I'c,eL ;utd oxrepl, Liu? I!arth :1160 feet and except that portion of said LOL ?Le ,.onveyed to t.!:o tt; Atidr.Ardipr'Yilr53LL, 021321* lyitt;, SOLlthet'•ly Of Ulu T!Ur•Lh .160 f' �. "I't;1;t-t:har with an dn;:et11ca1L forinC;f:ess, ogr`es:; auJ utilities ;2Li _rtcL in 1,:.tdth over t!h: P.atsLct'1V part.Jon of the NorLh 260 feet o:- said Lot'23 ai rneasure.d•at -fight angles to tho NusLorly lido' �tl' that portion Conveyod LC' the S'tatm bl' Washington, ❑ndar Auditor's File iro. 5021322, :.uh•j(C•t ;utt� Lo cLsCmenL• fur drainapp ovet• till: westerly 15 Not Uxcop4• the Southerly 110 ft;el: pllcl L)aL 4; pnrrion of Lot 4 lying SouLhw�sLerly OC , 1iElE hcL Annxnf at a ROint 1.5 feet Ea.':and 110 feet } i Map on File in Vault 1',3ge 1 of s� • r Ia'orLlt ur the SouLhwesL u1' Lot 4 and ending at a I)oint on Lhe :;oClth lint; or LOL 11 t 80 l'r�et' r , , I r'>rt' v a'e') I:,1SL of tht: `iouLh4 :st Corner'ol' LOU 4. ., �(o` hi C-Z ; k '• .!•'f1, H m ra ►`s a +y R�r..Na..+.ekr76yP7+1 �, 3 3 -1 ap F._ DRAWAME 5A51w jnEhJ-r i r L o t 1 i 50 ��! Lot 2 o 1. '• i +u� I J � � 'e, �� i `���`11• Jto. Do' 79.��lz L'o f 4 3�G•na• IFret' �� r5s.4� ��I —7 6'-Yq.27' sil9•J3�ZVE Q4• _ �' ., .VOTEA C!aecr� cowlpvi;• AVSrEkf Must :3f'. •Af.tr4tF0 IN ACCog-D 1A PAL i n��Ylf KrNG [OUJUFT PPMR.1- Worxlr& OXarcAJ SMAJDA110S AS fArr OF rNJZL t. bgVEZ-PPAOkRYr aF tor5 2 AAuo1 V. PILOWs FMA SLaLCrs rq„�owlr 7rdrt.y i° MU27• •9F_ �.,8r�rrrera 4c--PYL p41CVFA'd ♦ A'0 APPADVOF . rm fei014 cmwr)• PbI34Lrc s a+4RA--s AS rAa.T of 'r'++1. pAnzieSi, ; Map an File in Vauil Diz Scat u: 1' � /04' }�"� �~• o su /ao rso Zoo 2so ��i•: Short Fiat No,- DUC:LL11LlTION KNOW ALL MIEN By Llit2ou L•l1aL wo, tllc Ul)cll'I ,l]_��rued, owlu')"s l n l c l' �3.iTllj)LC: [U1)Cl GUi1L'I'iliL l)LIL'CI)tlSc��(sr)] C)f Lllt`. 1�II1CI I1t`rv�.IS Qrr!�c;t'3l]L?tl, SIU hy rovise S1101"L Subdivision ,lppljoaL•i4)1 No. ^i't711r,�1 — W; )-0- c0rdoC1 uncicr lkcc.ordintj No, :i(}(1!l[);iU1111 �, Iw(;('L•clti of KiTly county, '•JashinrtLorl, t11)cj by t}I.l�l;-'v �hc�i=L•V6til�Lll.visioll thurorJl l;tl>"yu- aiit to RCW 56.17.060 Liecl,ire this rcvisod s11L)rt 1J11L Lo be Lhc grcll%hic rr�hresentation of the same, u)d LliaL" said reviu011 sljol 1. 41llydi vis;ion is 111aclo with LhL free c:Cln;nnL, and irr i1ccarclellce with the ela-Lj•J.rL- uL the owncr(e). IN hI'!'INL;SS W111;1Z2C71' Wn. hove- mot: t;ur .,ll)tls and seals. Linvo: L FIuv<<1op111011[.:), Ltd. "lolly(�� � by I N,,Lime [)nviel M. Kelley, P1•esider.t. y Nam ., O ` N aLlntl OR WASHINGI'ON 1{ COLI ;> On this clay pursonallu .app-,,;j rvtl b,fore rrx- Llavicl Ll _ Ku llny Lo me Lnown r-o 11, tlo ! ill r..iele�nl. of [jic�c�o/rporntion deaCr-il.Xaallw� hocx cadfala�xx4at> >v>b]C?P7ldtit7c>z'3xivx and who e:tecutL-6 the within and foie:yuirry j", insetunpnt. .],rrl .rc:knor;lcdged tha(. siined the same .32; ;•�• arld voluntary ---I%F zee and, dt°ed, tci' che uses and �•urEer+c. eheirir: mrnLionet[, for' and or g.-,id t;ni'pnl'•Ltinll. GIl'1_N andor my hand and orfrt:ial oaal this 15 day of ry Pcl✓,ie .'n ip%jFfrt C)1C t. t of Washingccn, C" xasid.-'j-a dC •dw! �r �'• STATE Or WA,5l1IN'UMN ' '�. Counvy of e On 1.11a!: rl.ry jxvlturrdJ)g rlpj:v-�ared bofore rr:e Co me known to bo thu Andividual described in arid Win executed the Nithlrl and fureyviny [' ' ?' instrument, and acknowledged that _ signed the same as _ Cr-1.3ne! volunc.y,,y �,'• 311tl elgead, for i:he uses and purlvses therein montioncd. .Ict . [ GTS!1�.N under rty lr.srld ,irld official seal this ,dry of _ _ , 19 Cr,�, .l •• ,votary Public ire .erlri Spr t[te iCdce of Washington, =• �! residing at i '= r' �r'• Sly 1 5oa1 Short Plat: .1umbcO- ZA0049 ocow o.✓ ,,age-;'A�, -0f - 3 � Q, A This space r0;erved for rcrcord®r'= use C! Ifr r u� .J, IL _I r , 77! .r_ rfy f,i!rr ,Z, L110. SHORT PLAT NO KING COUNTY, APPROVAL WASHINGTON Depart:meht of Planning and CoDiMunity Davelopment; Building and Land Devalopmilt Divislon L'xarnined and approved this f day of �" �f_j r 1�9•. � �!. Manager, P02disag & Land Davalop;mant Dl ia.`W-l' Department of PkAiic works T � �? 6ramined and approved this day offs ' r 19$I7 t'ilaO tUY record at the request of:. i AJ le+: for 1jully Narthke 4 Development L Norma: Ltd. Departairrit of Asseggments Examined and approved this 14U Return for Building & Land Davelopment! A35rr85ur- 450 KC Administration 8149 -a. G�.p. i eattle, Washington 90104 Deputy Assessor •?� f f c, r•- i- �� �� . a-l�u'Ff Frc.r.C�f j��rF�o•�fJ/di LEGAL DESCRIPTION L;!Ge= Flat in Section 16 TWFr P1 N.,R. 46, W.M., uccarding to the plat recorded in Vollrint'• III of Plats, page 31), in Kind' COunty, Washington. Rxcept that portion Lhere of rnn- veyea to the State of WashingLon, under Auditor's rile No. 5021321- LuL 1 Thu Went 3?0 feet of Lot 26, State Plat in Section 16 TWP, 21 N,,H- 4E, W.M., accord- ing to the plat recorded in Volume Al of Plats, pag.. 30, in King County, Washington. I.uL ? '1'hcr half. 110 feet of the North 260 feet of the West~ 430 reot of Lot 26, State Plait On 16 TWP, 21 N.,R. 4r, W.M., according to the plat recorded in Volume 41 of Plat:, pnt;c .10, in King CounLy, Washington. I.c!t, 3 The North 260 feet of Lot. P6, date Plat in SeeiLun 16 TVIP, 21 N.,R. 4E, W.M., ac- ri•,r7dTnp, to the plat recorded in Volume 41 of Plats, page 30, in King County, WanhirtLrLun. i;r.c:urlt, the West 430 feet arrd except that portion of ;said Lot P6 lying Northeasterly of "r t <<r,- of a circle having a raUirr-1 of 25 feet which is tangrinr, to Lhe North and Fast lines L,I• :.aid Lot 26 dedic:ated to Icing County for road purposrea and oxcept that portion of :said I,ot 26 conveyed Lo Lhe SLato of Washington, under, Auditor'_i File No. 5021321.. Sut:jecL to rr•ruotimnt 24 feet in width for ingr•P.so, egress and utilities over, the L'avLarly portion of ;arid Lort. 26 as measured at right angleo to the Westerly line of that portion conveyed to ;ituu! of Washington, under Auditor's File No, a021321. Lot 4 '1'r'act 26, `state Plat in Section 16 TWN ?.1 N.,r. 4fs, W.M., according, to the plat rrr.�!d•'"•d in Volume ail of Plat,,, p.ALre 10, in King, County, ftuhington. Except that Wont 120 feet and except the ' ' North 260 feet and exccapt• that por•tian or ,jai.d Lot 26 conveyed Lu the State of Washington, under Auditoi-I.,i rile No. 5021321 lying Southerly of the North ,_bo rourrl"ogether with an eancrnent of ingrens, egress and uL•ititierj Pti feet in width over, the Eantorl.y porciot, of North 260 feet of said Lot 2.6 an urea;,ut•ed at right anggl.o❑ to the Westerly line of that portion Convoyed to the .state of Washington, rit)det, Auditor's file Nv. 1,0213z1. Map on Pilo in Vault Page I of 4 cCD W Ar tNd r►Aflff- "ie CvA9MA10tc►A& ptFM►r' Is APPLIALA PDA T*01 arORra pa0110-44JE PLOWS FOWCY' I!L APPAUOV 0 my rIF•[ no-os-^f Qr. SOOLOAGIL JdOtrAEiL i4�FNA<�Mtw+T� p��+r �F P-OOLIG 400MICS) 'TNW0[ pL►1w s 4.us; r cc^gpa -f ►Wr►,r ► -foW4 04004try' 4200E, CHAP, t1b,X0 t z6 Foor Poraprcrr rwAlc AtAa/ers #►A.L,gr pE4wc&rCD M 1[IIV4 COUArTr AT- 7'AFW- Aecaoeolme, i5o rwi-s sHo�7 /acAr' S 33 ST vi Q � r i I LOT 1 g LlaT' � � LOTS r4 0 � U II is N � r►i l nuiLo�N; s=T r�3wc1� �,rNF. O 00 PILL, easr2uorlau a& grx0oT- I I p Vwf ZMALL On PtActa METWIt" II QtT MAG►a LIAWL AMAP P"PiILrY a ar ;t LOT- 4 I uuL&CS arIfCCAJIas APP"WKP MY �BT, riRaS cauurr pne,sso.1 00 su"Act �dp' : WArit Q #@ FI"A JCl+ i,u T i WAw-AjIU4 IClAI4 4oamrr )4^s No ruesPnos,9111-Iry m 2ulh0, IMP'aavd, MAI,ur-COW om or&,rAwIsE sArwvlcz rw�,ff PA,vAr'IL /2arwAS CaArr.4101tp "Inviv 1Jor- sXRVIfLr 76 TMC JpiewPG2rY /w1 r"is s4veRi &L^7- DwAwNG PKCPA9CP Or 14JlL8,1,rAM R, aA�zr�eT�' Shore Flat Nor 28 00 4 4 Map on File 1n Vault ly Direction. �- scaler I"r /sa' q .90 Ieo /sr -u a YA Pago 2 of 4 - DH'i,l11ti1 Tic) li I Know a1L neon by,thovo prosents OWL wc+, tha underelgnt,d, owner(a) In ree stn,plu rand contract putohaaer(a)7 of the Lund hurvin tlescrlLed do huru- by nlnke , short subdlvlalon therdol pursuant to RUW 58,17,060 and do<clure Otis short plr,t Lo be thu graphic represontilAmcl tion or a, nad that aald xhor> aclbdIvia loft is nlacle with Lho froe consent and lit accordance wlLlr kilo (1ealte of the owlivr(a)r is wi tneali t'rllsreof wd hdvd set our hands and seals. HoLly lNurf).MuSL 1)ev La ale LTD, Ham Nnn1° �+w • - Y amp Hnme DIIVi,cl i{plley, i'c c01dr 11L' Nnriu' $U,TE OF WASHINGTON ) L:OUNTY of %{/m4' ) TACO14A SAVINGS AND LOAN ASSOQATION Ntlme - BY Vie 1►rnpiclenC�' i7n [lli9 day personally appeared before Ina !pymond U. F'mhertOtl bad _Josephine _S, Pembnrtr- Husband and Wife to me known to be the individuals describers in and who executed the wiLhitl and forttgning irlst;' u=Cnt, and acknowledged that they signed the same as their _ free and voluntary ar.L and deed, For the uses and purposes therein mentioned. CMN under.my hand aril official seal this dny of Notary Publi in and farfnr Lhe 6tnte of Washington resitting ,.Lt • seal S'1'AIT OF WASHINGTON ) Lougty of ) 'u on this d.qy personally appratr•d before me - David Kelley to tic known to be the President of the Corpurelrion described in and who eXCCured the vitbin and foregoing i.n$r.rument, and acknowledged that he - signed the same as the free and voluntary aGt a»d deed Lif Said Corporation For the uses and purposes Chnrtill mentioned. GiVLN under my hand and Oifiei:i) sr.nl this day of tlisrch 81 011T FLAT NO, Z 98 OC V - r 42,Y Z. c in a d for the Stal'.� of Wishingtoi;, residing Ot Tacrssag Pnge 3 -- of 4 F-20813 G/79 STATL OF =SII�NG7l)N ^ __ Pj.tt1'CS'• �^�e�. Chi thle 15 th __day u f—July A. D. 14 UO , before me, tha undar- ,itaoc�i, a Noinry Public in and for the State af— r tt9 iit►gton duly commissioned and sworn pornUnnlly eppeored T. W. Lund[ u is tto nic known to be e�p�— sE Pr ■Idt n�a s SOOT airy, rrfipectively, eif ncomu n�3nge n d b..n I�aaec thb. n�rt�Ri executed the foregoing inetrnment, and ncknywledgcd the st.id instrument to be the free 'And volun• tar}• i, on ogth etatad tha!_.__he 4'ed, ",..Aid oothoration, for the uses and purpoaen therein mentioned, and _''•ll l:uthorizrd to vMccuty tl,e said Illelruegent and that the scot ttElixcd ;a the corporate seal of said cuxpk`ltfrian��'i; � '���r %1 ITMF.a$ kly h4 d and Official Beal hereto affixed the day and year in this ccrti£,cale aba ='?. writtona ::: ., !- 4tAhington ' .�. ta�tarr PuB[ic is and Frr tha Ste,e a#---• Tlicom3 reridina A[� — (AnknowlejWmeht 69 Corporation, Pioneer Nefinnal Tide traturante Company. Form L 29) Page of 4 .910rit Plat No. _ 28 Oq — IF r 't ': • 04"h ... lfC]'LtLif .1HCl:r��lY'i3�f.E EASEMENT FOR UNDERGROOND IELEWMIC ®X3'r W, tt: tisft(tLif fin,i lip. sR 02 13Y 1 wf,- Wd[:_MA Or WAUS & ELECMM *46 COW Y i;'irrr7A'r" �;t W21. A); �T'11nt4, Wkwa . and warrcnis to PUGET' GOUNU POWER & LIGHT GONfPANY. % Wallilgton car- pf7riftfen f"Gralllos" hQralnj, q--iha pwpoxo,v hard/ lth6v Sal ford a porpetilal 000m Cnl uridur. 6F"G@6 and over Iho fol• lnwirig s:rrdct!hari reel pmpany fihu "IWperty" buivin] ,._,(dnQ-__ C'a:tn(y, Wohlogtor). Tf)t 2, 3, and 4 of Short Plat No. 280049, as recorded under Recording awes i3EI0909D741, Records of King County, Waahing'toii; and being a g5nrltan of Tract 26, State Plat Volume 41 of Plata, page 30, Xir:cf County, Washington. Situatp.•in Section 16, Toyrtuhip 21 Forth, Range 4 Ba6t, W.M. 07/01-f"14 4.03L'2 REC O f= 4. bra Cf�Sllrl_ 00 1! Excep; us mry be otherwise eel forth hereirl Grantee a rights nhall bs exercised upon IMIL portion of the Noparty (the " lgh;- uf Wsy" borain] described as follcria; A Rinhi-Df-Way__ _— �� fact In width having ----a —foot of cuob width on each olds of a ccnler- lize d;w:ribod as frrllowa; 'rile centerline of Grantee's facj_Xlties as confItyucted or to be constructed, cxtianded or reilcoated upon the above deBoribed J�Gt s . to f'�it'' �ltri-i,t� I. Furpvse. Grunlea shall havo the right to conAlwitct, a era(e, ncs ,ainluin, repair. raplaand enierKa g-) vndelVound oletrlric trow)mitisian and/or diatobudon aimom upon and undsr the Rlght-or•Way tegcther with all neceesaiy of convonient ep. purten,anrea thvrefar, which tear include but are not 11misod to the followittir; underground conduim tabirs, mmmurdemion it:.es: vnIII Ia, niona:oles, awilches, ar,d Wxado cmon; and aerl.bo0sd or ground inotinItd taciltlier- Following thF itoHal con- csruclion 9f 1w fricilltiee, Grantcs may from tirne ;o dMe cowitroct surds uudalanal fn flood er it may regt�re. 2_ Mutts. Gruntob shall have chr, right of 9.eeas to the Highl-of-Way aver and amcm the Property to stwble Crontette eaer- r,tae f tsrlghu hereunder. provided. that Grantee shall co:npankrale GroAIor for any dsmegc I Fhe Properry uau5ad by the eker- (;tsr of anld right of o=esi. n, 06DIs,w Onos; Lendxwpttzg. GrnAica m e y from time to lima remove trees, bushes. or other t)nrtrtiottoFw within the Right- rf-Way and fray 1ovFl and grade [its Mph t-of-Woy to the extent reasenebly nacros,-try to atrry out tha purposaa sot forth in Nor9RY6ph 7 hereof, provided, that following any such work. Grantee ahali, to the extent rea"nably practicable. raaiora tht, Right -of -Way ry the con&)11a t it w- irnmedlatniy prior ro such work. Following I h * itteraDntian 71 Grantee's underground fscilltf cs, Grantor may undertake any ordinary iroppravetnonlr. to iha Iaadscaping of the RlghIi o! way, pnvidod that no trees or r;thur plants ohyll Ise 7lecud Iho;eon which wou]d he unreraonably expensi" or impractfrhl for Grantee to remove and rebtore. i, grantor's 17ae of ttrglliof-lihy. GTDn�+IOr reserves the right in uac the RJOt-of-Way for arty purpose not incawistenI with riv.- riyils h:roin erantedd, pmwided: that C43nrer shalt r;ot oonatrti:ct Or Maintain any building or other structure on the Right• rif•Vroy .whwou ich ld interfere wllh 01* exarclaa of the rights herein granIad; that no digging, sunneMp. or othor ferns of con- rslrtirtlen ixthdw ahall lie done On the PropeM which would disturb the compaction or tweorlh Grhnlee'e fndlltiri art lire High( -of -Way. or endanger the 1weral,iupport to said f nilWoe: and the/ no blesUngsheJ) be done -MNn 15 fear of the Rtght•of- Way. s, indr�ty. f#y awn piing rfn recording this easement. G:ontoo agree to Indoli-ffy and held h&aWojs Grantor from [coy end ell 0nim5for in) Uri a0 aW/O f darnaeto Iulfered by ahypareon whichmtybe ceusad by the Grantee's taarim of dkfirighin haroin �raniodt proAdad_ that Granter ahali not bI raepormible to Grantor for fay injuries and/or dH.r�" to cosy powon eavsvd by acts nr amWIona of Grantor. g A Wo) dc. mueni, The rights lit eeia granted DhAlI oondnue uttqi eucb Hma as Gre. ntea co&iws to ore the lI- aWjayInr a firs led Of f Ive f3] ri cmcrutve years, In which evenI Bite ItavemenI shall terminals and all rights hereunder Bb 9 11 rovm t to Gren- Ior. frrivlded i h a I r:a aband0run 6At shalt be deomod to have v ,irred by reason of Grcnten'a In[lit rs Ib tnitSal!y ImlI]Ii II° fueiWiva an tho Hight -of -Way vMW any parlod of time from the dots hereof. 1. sutx Asx-a and Jt"4-jw. The rights and obligaliuns of the parHoa Shell Inure to the bFnefit of end 1sk binding upon their -.,rnnrtive• ni3t'CA-1 and una244 tgrts PILED FOR RECORD AT REQUEST OF: o G t3 ti R i r, UAL C-STATF Dl1 SIO N XH-44 YIiGFT P'UWCR Sim', T. J. ii9OMPSON ? l d AC I - �y DAitl7 thin _: dray of CilirlNTOFl-- . �C � C t7f�PiiTQY l3i~sLI.� . riK2i ��aokbl VP "`. S ATC fit WASHlNGTON ) CC:t tNPY GS OF (WQCE' 1 On rliln day persanelly•appeared before me rnu known to be the Indmdael .— described In end who axort,ted the ivltbin and forago!ng ihairrttrrnt, and acknowledged that "--.-- algttod cite 9ahm pa — [r6d and voluntary act and deed for the uses and purposea therein mentionod. CTV8H un6rr my hasid and ar!tc161 sea] this ._— dly of 19 Notary Public in and for the State of Washington. T L realdhrj at S'!'ATi; CAP '!i[NGTgN ) • SS C�7ItpoRAT�R?�fOWf ED{1M�1�'T COUNTY OF KiriN,, ) Orr This --_ day of _. Ie . hefore m �,undorsigncd. personally appeared and to : is known to he the ��� T_ '�� and — Y — . respoctively. 4f R.�T,1�1;Fi tin tlrr[z)ri'.r,__ C C1TaFA1dY�':.1h, corporation Ihat exaavied the foregoing instrument, nd acknotyludged the ooid instrument to he the free and 1wl�Ipttr:. act deed of said mrporallon, for the uses and purpoew therein n,r:utiurrcd. and oil ualh stated that authorized to Axecule the eoid instrument and tier life s:•,rl nffixed is tha cmparm- soul of said corporation, § . my hand and nfficrnl sea! hereto nffrxaJ'Ehe day and ,ear firs) tri7'`tr Vtten. hrotarn ntrblit it and for the StateirrSion, residing at !;YX1"t, uF WA5H1NGTON 1 SS CORPORATE ACKNOWLEDGMENT L:oUN7Y OF King ) ()n rhie day of ao _ . before me. the undervAncd, personally appeared In ma known In be the j —Mrd respr•Cti k, of the corporation thal exerted the foregoing instTurnatil, nml nGkno",ledged the said 0b0�yj'aril 151ie the freg and voluntary act and deed of said corporaion. for [he uses and purposes therein Inendoned, end on oath >Stp f l 1s I `'k r Lrs = _ _ autherized to execute the said inslrumcnl and chit the .,eat affrx.td is lha rromai`- al (if An" itb6rportiion- ' lvioness my hand ond•oU 'al,mal hereto affixed the dad• and year first above written. a� r C. } �air�[Cn lot - State of wash nglon. r •> . raslding at Holly Northwest Foulr.plex Agreement No. _3J 60 REED r 7. ti�I I? G R 1? E M E N T �'=11. r r s► � i' . 0 - -- — -- 22 c0 THIS AGRtEMENT, entered into in duplicate between LAKEHAVEN SEWJ-R DISTRI('T, King County, a municipal corporacion of the State of C11 Washington, hereinafter referred to as the "District", and HOLLY CC NORTHWEST DEVELOPMENTS, P- 0, Box 99953, Tacoma,, Washington 98499, hereinafter referred to as the "Developer" WITNZSSETH WHEREAS, the District operates and maintains a system c)F sewag(. di6,posal within its boundaries x4hich can serve property of. Developer; and WRIER AS, the Developer desires to constraot certain sewage facilities at its o%7coast to serve Dcvelaper's property, for delivery Eu and operation by the District. NOW, THEREFORE, IT IS AGREED that: 1, The land for which sewage treatment is requested and to which this Agreement applies is realty in King County, Washington, described on Exhibit "A" attached hereto and i,ncorporat_ed herein by reference. Z. At Che time Developer delivers this Agreement to the District, Developer shall pay to the District the sum of $ '} Said sum shall be payment for the District's engineering,inspection, ttio adrinist,rativc and Legal cQsts arising out o£ this Agreement. No part of said um shall be refundable to Developer. 3. Sanitary sewage service shall be provided by the District Co the subject property or any portion thereof upon payrir:nt of the District's connection fees and monthly service charges. Conne,,:tlon fees consist of the side sewer permit fee, general facilities fee, capital improvraent 8urcharge fee and such other charges that are tieing levied by the District at the time request for connection is made. The general facility fee shall be q per square fnot. Asid--t4A-s cti--c�rGT-e i ahaI; — b a e-qe-&t—far e+eea - General facilities fees for greenbelt, opens ace, recreational areas and drainage and detention facilities shall �e paid upon completion of construction. 4. By execution of this Agreement the District does not guaranty sanitary sewer service will be provided to realty described herein. In the event that any district facilities, such as lift stations, treat- ment plants and sewer trunk lines, become utilized beyond their design or approved capacity or become inoperable for any cause, the District reserves the right to refuse: any connections which would use such 9 I John H, Uvaok AFlurnay at Uaw Pa g a Ona ARO Eaei Mole Auburn, Washington 98D02 _ 12d6) 933.097 9 srs-6920 U facility uiitll remedial action has been completed, and the Dir;tri,2t shall not be 1i_able for any direct or consequential damages which cccur to Developer arising out of such District refusal to connect or time cis 1��y necessary to take remedial action. Developer shall deliver the 'District for District's -review } and approval, sewez• design drawings to serve the sub z act land. Spec - fications and design requirements shall. comply with bi.st_rict s curre t c� r0q tiremerics. Construction of additional sanita.r ,�ewtr mains may be ,.� required by the D:f,stri.ct to assure t.ha.t the suiaieCt land I)ear i.t {� reasonable costs share of the comprehensive plan cf the District- Disurict will apply for the State of Washington Department of Ecology appxovaf. of tho sewer design. drawings. G. The DistricC will make application for King County cropurty Divisic-a "Right of Way and Corszrv-ction Permit" and/or the Washington State Department of Transportation "Utility Permit"- The DeveLOPer shall_ comply with all requi.ruments of these permits. Tho Developer will procure all. other- state and ::aunty licenses or Permits. 7, No construction shall be commenced before the District has notified Developer in writing, that plans and speci-fications have been approved and that construction may proceed. 8. Developer may prepare and 4a.11 for bids .for c anst;xuction des- cribed herein or negoriste a corisr.ruction agreement for. Said construc- tion; bids shall not be called nor construction agreement_ execut-•,d prior t;a approval by the District for the purpose of maintaini.nff, Distr.ct can<<truction and material standards and inspection righLs_ I 9. Developer shall notify the District the date work and I construction described in this Agreement will commence. Said notice ! shall be given not less than two (2) days before said cortunencement date. ! 1n the event of interruption of work for any reason for more than tl-cree (3) consecut:ive days, Developer shall give the District wratren rtcot'ice not less than 24 hours before recommencement of work. After the work is commenced, it shall vigorously, consistently and in a first- class workmanlike manner be carried tL) completion 'I rile event work and construction described herein is not completeu o-n or before ,�,,.�, 1 i�i (unless delayed by an un-- avoi a e accr eat, strive, or acts u o } , rrhis Agreementshall ter- mi_nate and both parties stia:l.l have no FurLtter ditties or c7tSl.LgcitiPzlS hereunder. 10 - The Developer and its agents agree t_o indemnify and hold the Di.stri.cC harmless from any and a-. claims which may be assessed against the District. as a. -result of the construction or niaintenancO of the work described in this Agrotment prior to acceptance by the Dis trict , '11le Developer shall maintain in full forte and effect during the construction period, liability insurance in the minimal amounts as follows: Sodi.ly injury liability coverage with limits of tint Less than $500,000.00 for bodily injury. including accidental in doath to any one person, and subject to that limit for each person, an amount of not less than $1,000,000-00 for each accident; and prQperty damage coverage an an amount of not ices than $1 , 000 , G[i0.00 for each accident. A certificate of insurance shall be p-rovided starting the amounts of the coverage and the inclusion of the District as an additional insured. Teri days written notice shall be given to the District for cancellation or expiration of this insurance. 11, The District shall perform all :.nspecti.on of sewer facilities Jahn R- Socak AlturngV at Unv 420 East MaIn Page Two Auburn, WeIhington 09002 ,e net Al n� . ura.reo� t and no sewer facility shall be coverers prior to inspection. Notice L(I the District that: con.st-ructi.on is ready for inspection shall be g:Lven not less than 24 ho,ars prior to inspection; District; shall inspect within 24 hours of said notice. Develop•_-r agrees to comply with all of the District's reasonable inspection requirements. Developer will maintain at the construction area, at alI times during construction, CID a representative to whom District notices may be given regarding ao construction. Said representative shall be desi,grtaLed in writing nby the Developer - CO N 1.2. Upon completion of construction, Developer shall assign b tin,d convey to the District goad title to said sewer facilities trgeC er V3 with permanent easements for their location in form acceptable to the District. 13, Upon copipl,etion of construction, Developer or contractor will deliver to the District a bond in the ainount of ten per cent (1.4%) of construction costs thak a reliable conntractor will make and pay for -repairs necessary within one (') year from date of acceptalice of said construction, arising from faulty labor or material. Form of bond is to be approved by attorney For the District. 14. The District and Developer agree that: irr carrying out the terms of this contract, the Developer shall be acting as an independent contractor and i-a no respect shall it be deemed an agent; car Lakehavcn Sewer District=, 15. Developer shall not assign this contract without the written consent of the District, 1.6- Partial waiver or waiver by acquiescence by the District of any provision or condition of this Agreement shall vot 'se a waiver of any other provision or condition of this Agreement_ 17. Work and construction performed upder thiH Agreement shall be connected to the District trunk line when this Agreement is fully and completely complied with. 18. Upon c:oinpletion of construct;-o-n, Developer shall Submit to the District, in writing, a statement of monies expended 1.0 performs construction.- together with mylar originals and such other engineering records and data as may be required by the District", 19. This Agreement shall. constitute and easement and servitude upon the property described it, this Agreement and shall be binding upon the heirs, assigns and successorsits interest to the Developer. This Agreemenr shall constitute a -a equitable lien againstevelaeyas described herein and in the event of no n-performanc u by Pc.r stated herein, the District may foreclose said lien in the manner authorized by law. 20. This writing constitutes the full and aFily agreement between the parties, there being no promises, Agreements or understandings, written or oral, except ?s herein set Forth, or as hcrcafter may be amended in writing. I i Page Three Bohn R.6ocek f. i AtrornoY at Low Ain F..f Me In 1983, WITNESS our hands and �ieal.s this ��/�—T -d�.y of HOLLY NORTHWEST DEVELOPMENTS By � y t STATE OF WASHINGTON ) .FjOL'j' ;�- ) s s COUNTY OF ) LAKEH•AVEN SEWER DISTRICT King County, Washington r�- j C/�" On this day personally appeared before me and �1�11U1.4 t - �f1�PR�Fi'1"_ - -_-� _a to me known to be the !�iL 90-1± e4 - 'L� YSAE _ and _ 'C::J� N]� respec t:ivel_y , the co-cporation that executed the foregoing instrument, and acknowxedged the said instrument to be thq free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument. ..o WITNESS my }land and official seal this �j/ �'--.—dap of i983. o ary Public 1rt ' or r- estate off I Washington, i4dsiding. at/;,,_„ i I John R. Back Allarnay at Low 420 Eost Maln A(lburn, Weshinglon 98002 n _ _ 008) A73.4.7.97 . Rr,6•FA7fi t� EXHIBIT "A" Develaper Lxtensica Agreement Legal Description Holly Nor theses c Fou7rplex Lots, 2, 3. and 4, King County Short Plat 280049 as recorded under King County Auditor's File ►�a.."auu1+u90 41. "V? *,, •F,I X Holly Northwest FourPl ex Agreement No. f ,I A G R E E M E N T !:J'w 01 PIN, TNTS AC.MEEMENT, entered into in duplicate between - !1 LAKr,,HAvr?N SEWER DISTRICT, King County, a municipal corporation of the State of Washington, hereinafter referred to as the "District", and I)OLLY NORTHWEST DEVELOPMENTS, P.C. Box 999531 Tacoma, Washington 99499, hereinafter referred to as the 84/ l 0/ 1 7 tt'•_1F', i _ f? "peveIoper" . F:Ei�G- • . CH5.HF,L , - f .,•1. 5U WITNP.SSETH! WH8REAS, the District operates and maintains a system of Sewage disposal within its botindaries which can serve property of Developer; and Wi1EREAS, the Developer desires to construct certain Sewacje faci]ities at its ovm cost to serve Developer's property, for delivery to and operation by the District, NOW, THEREFORE, TT TS AGREED that: 1. ThG land for which sewage treatment is requested and to which this Agreement applies is realty in King County, Washington, described on Exhibit "A", attached hereto and incorporated herein by reference- in the event final plat Of realty described herein contains land in addition tO that described, whethar such final plat is recorded before or after acceptance of sewer works described herein by the ❑istrict, no connections for future connections steal] be made to the District's sewer system key premises on realty described herein until developer has complied with all District requirements and paid all District charges set forth in this Agreement, applicable to the such land which is added. 2. At the time Developer delivers this Agreement to the District, Developer shall pay to the District the sum of $ 2G o, " �' Said sum shall be payment roi�ie Dish ict s engineering, inspection, administrative and leqal costs arising out of this Agreement. 1. Sanitary sewage service shall be provided by Lhe District to the subject property or any portion thereof upon payment of. the District's connection fees aid monthly service charges. Connection feed consist of the side sewer permit fee, general facility fee, capital improvement surcharge fee and page ] SOCEK S PRITCHETT such other charges that are being levied by the Iistrict at. the time request for connection is made. Thy: general Facili•tY COe shall be $ 0,03 per square toot, General facilities fees for, greeni5e.t, open space, recreational areas and drainage and detention facilities shall be paid upon completion Of construction. 4. The District will not allow the connection of any property designated in the King County Sewerage General Plan as "t on- IOcal Service Area." 5. By execution of this Agreement, the District does not guarantee sanitary sewer service will be provided to realty described herein. In the everit that any District facilities, Such as lift statiansr treatment plants and sewer trunk li:les, become utilized beyond their design or apptoved capacity or become inoperable for any cause, the District reserves the eight to refuse any connections which would use stick facility until. remedial action has been completed, and the District shall not be liable for any direct or consequential damages which occur to neveloper arising oaL of such District refusal to ConnecL- or time delay necessary to take remedial action. C. Developer shall deliver to the District. for District's review and approval, sewer design drawings to Serve the subject land. Specifications and design requiremento shall comply with 1istrict's current requirements. Construction of additional sanitary sewer main:, may be required by the District to asc-u}'e that the subject land will hear its reasonable cool share of thtz comprehensive plan of the District. District Will lof for the state of Washington Department of Ecology approval t11e sewer design drawings. 7. The District will make application for King County property Division "Right of way anri Construction PermiV' and/or the Washirjton State Department of Transportation '.'Utility1?crmit." The Developer shall c-imply with all r�q,iirpmen:e of these permits. The Developer will procure all other state and county licenses or permits. H. Prior to the commencement of work described herein, Developer shall deliver to the District a performance bond in the sum of S .30a - Coo , conditioned that Developer will restore to t e sat) sfactzon of the )i.str. ict, and state and county agencies as applicable, all work to be performed hereunder in public rights of way and District easements. For Lr, and contents of bon6 shall be determined by the District. 9. No construction shall be commenced before the District lids notified Developer in writing that plans and specifications have been approved and that construction may proceed. 10. Developer may prepare and call for bids for construction described herein or negotiate a construction agreement for said construction; bids shall not be called acr construction agreement executed prior to approval by the nistrict for the purpose of maintaining 1istrict- construction and material Standards and inspection rights. 11. Developer shall notify the District the date work and Construction described in this ]Agreement will colmAc-lace. `aid n0t•iCe shall be given not less than two (2) days before Said commencement date. In the event of interrruption of work for any reason for more than three (3) consecutive days, DevoloPel: BOUK & PRJTCHETT shall, give the District written norir`e not less than 24 hours beYc, e recommencemetnt of work. After the work is COmm�,ncerl, it shall vigorously, consistently and in a first-class wor7cm6:nlikp manner be carried to completion. In the event work and construction described herein is not completed on or before CC-110 3ER J 19 , (unless delayed by an unavoidable acci ent, strz e or acts of. God)r this Agreement shall terminate and both parties shall have no further dirties or obligations hereunder, 12. 1rhe Developer and its agents agree to indemnify and hold the District harmless frorn any and all clairns which may be assenscd against the District as a result of the construction or ina4 itenance of the work described in this ,Agreement prior t.o acceptance by the District, The Developer shall maintain in full force and effect during the construction period, liability insurance in the minimal amount:; as follows: Bodily injury � liability coverage with limits of not less than $500,000,00 for bodily injury, including accidental death !;o any one ,person, and subject to that limit for each person, in an amount of riot lees than $1,Op0,000.00 for each accident; and property damage i coverage in an amount of not less than $1,000,000.00 for each f accident. A certificate of insurance shall be provided stati,ncl the amourits of the coverage and the inclusion of the District as an additional insured. Ten days written notice shall bu f given to the District for cancellation or expiration of this i.nsor, ance. 13. The District shall perform all inspection of sewer facilities and no sower facility shall be covered prior to inspection. Notice to the District that construction is r.eac?y for inspection shall be given not less than 24 hours prior to inspection; District shall inspect within 24 hours of said } notice. Developer agrees to comply with all of the District's , ecasonabie inspection requirements. Developer will maintain at ; the construction area, at all timer, during construction, a i representative to whom District notices may be given regarding construction. Laid representative shall be designated in writing by the Developer. f 14. Upon completion of Construction, Developer shall a.;sign and convey to the District good title to said facilities together with permanent easements for their location in form acceptable to the District. 19. rapon completion of construction, Developer or contractor will deliver to the District a bond in the amount of r.en percent (10t) of construction costs Lhat a 'reliable contractor will make and pay for repairs necessary within one (1) year tram date of acceptance of said construction, arisinrj from taulry labor or material. Form of bond is to be approved by attorney for the District. 16. The District and Developer agree that in carrying out the terms of this Contract, the Developer shall be acting as an independent contractor and in no respect shall it he deemed an agent of L,akehaven Sewer District. 17, [developer shall not annign this contract without the written consent of the District. 10. Partial waiver or waiver by acquYescerice by the District of any provision or Condition of. this Agreement shall SOCEK & PRITCHETT Page 3 not be a waiver of any other provision or condition of this /�grr�emcnt. 19. Work and construction performed under. this Agreement shall be connected to the District trunk lane when this, Agreement is fully and completely complied with. 20. Upon completion of construction, Developer sha11 submit to the District, in writing, a statement of monies expended to perform construction; together with mylar originals and such other engineering records and data as may be required by the District. 21. This Agreement shall constitute an easement and .servitude upon the property described in this Agreement ;And shall be binding upon the heirs, assigns anti successors in interest to the Developer. This Agreement shall constitute an requitable lien against property described herein and in the t3vc-tnt of non-performance by Developer as stated herein, the District may foreclose said ,lion in the manner authori,7ed by law. 22. This writing constitutes the full and only agreement hPtween the parties, there being no promises, agreements or. ,3nderstanding, written or oral, ewccept as herein set forth, or as hereafter may be amended in writing. 23. Upon execution of this Agreement, the parties agrce s;har_ in the event either of them is required Lo enforce any provision or provisions of this Agreement against the other, that the prevail my party shall be entitled, in adc3 iLi.on to all other amounts to which it is otherwise entitled by this Agreement, to its actual attorney's fees and costS, including those incurred on appeal. WITNESS our Eands and seals this ^ day Of 198t;. ftOL,Y NOt HWrs' OPEMENTS LAKEHAVEN SEWER DISTRICT ` King county, Washington Eiy 1� � fly��- Manager STATF OP WASHINGTON ) ss: County of King ) on this ,; ; day of .„ I_;_ _,_--' 1984, before me, the undersiyned, a Notary Puhlis in and for the State of. Washington, duly co^.miss=oned and sworn, personally appeared and s ..'.,_, r_..-- - -' 40 me known to ho the �.r ', '�,� �. ; �., ,.• , , — _ and f ti • ...i'�a__._Y , respectively , of HOLLY NORTHWEST DEVRt,0PMBMTS, � he corporation that axecuted the foregoing instrument, Ind acknowledged said instrument_ to he the free and voluntary act BOCEK & PRITCHETT Page 4 .inci deed at said corporation, for the urea and purposes thnroln mentioned, and on oath stated that_ they are autho i7-ed to exocute the said instrument. WITNESS my hand and official seal hereto affixed L•he day and year First above written. Notary Pubis ''.n d ror't ie r staterof Washington, tesiding at M_- BOCCR & FRITCHM' V � Page 5 I 1:1XII]BIT "A" I)rv(!Juper L,:Xtpjj!j'ori Agre(micnL JI()JIV Northwest FQurPlc�x x L 3 �jTjcj 4, King County 280049 as recorded tllider King County Auditor's Fil(- NO- 8()0909)741. l=AsEMEM'1' THIS AGRT;I:,MENT oyade this fir: i � day of N(-,••Jemk,er� � 1 9._.t�'_�. '.•y and betue,?,n the LAKEBAVFN SEDER DISTRICT, a municI c1)0r°at 1 c)f King Court ty, llashington, ,hereinafter termed "Gran toell and �T ..-.�.....�..r.....dJ�l�.�- •p�p�.tL.]d.� �r-�'�.xr�1 cr�IT�..._ - - -- ------._...,..�----,_.____..�.�._. , •v,� _.__.._ _..�..�- horei naf te:r termed "Gear- ord. WITNESSETHI That the 5a.ld Grantor `av valaabie consideration does by t-hese pr �=�3enttF grant Unto thus Grantee u. perDetual right -of --way or easement f'or 5e;-Ier r4ainw llith the: necessary a,ppvrLenances through, aver, and :;;r.r•Oss the f'cllo;-ring k.escribed property- ; :•? _4 L r- ^I rn //• 113 r, ,rj CAaF�"MT FOR SANITARY ryAN I TARY SEE-i-I kd�URPOrSE OVER, A;;�s,UNDE AND A1►.�siZOSS LOT G,, 1��,,iF. p�r A�+1�y���1 LOT7 r 01; A /.0 +� 1 (� RANGE FAST" 3C111iE{PlEST [�'jAPTER OF SUC ICH 6, Tla1� iilC [ L �VR;��q Risi�i71� s 41IL! AJIE'�TTF. 1iERiU:AM, AND RECORDED UNDER �I.�f l �1I �1�fi5��0ESCI��Ot�i] A� KING CQ[31drY, 1-}AS�ITIf�(�xOf�� 'l'HE CE14TERI.INC FOLLOWS: Ors '�E[�C?rli: AT TVI:-DUTI-IVIEST COMEP OF SAID LOT I; THEN(;F FNGFt H 0`1.4'I5" EAST ALG, , THE WEST LINE OF SAID LOT 4 A DISTANCE Or- 16.31 rE NORTS 890161 39" EAST 16.34 FEET TO THE POiNI O1: vL�1f��1�![ 137EO9 FELT TO THE SOUTHERLY LINE 4F FEET, THENCE WORTH) �''7Z' 56 EA5 LOT E i THENCE NORTH M'05a' 35" EAST 60.26 FEET TO THE 1�I EST LINE OF SAID i.fiT 3 p TH1~I�(:C CONTINUE FORTH $5°5$' 15" EAST 12,56 FEET TO THE TERI.1IVU5 OF THIS LINE- y- c c3 t,. �- • '•.I -:zr 7 : i 1 tL S0 FA-01 (Or-/8;r) P I? ,u 1 Of' 0 Tn1t13J:3 Cf� &Ea. enL 140. off Y I)Loc :ihil 11. havL' Lhe i-igh1: rf 1 LhoI)L 1)V1()I lt133 i LIIL I0i; oC ariy 7.111.1 L Or' 1)1,oc'.,0clIlig iJ iaw, a IJL:h L LIII U.". i:a Nh-1 ht: riCC:t.ti_,:Jr „ I'.Cl l'1ltt;t' lli)cill siil.d (.1:2Si'IrIf:I1L t'Ur' 1,110 ;)lal'j)Uy(' [>! f:,ir] L;'Ut:L 1r11';, IllA I h� I•.iirtIrl(;; 1-cpiair'it1(_,, rl!Loriiig or, I-'f'cori�l'-r-UcLlI-I(; `;:]J.rl Sf,C,W'1' UILiln UU Itl:ll'ir,g, flay c:oIlnr:cticJriz3 ChcrcwitIi, Wi1,11C)IJI, 11*1CUI'rirl/; ,ariy Lc,f;zl1 c?L).lif,ar,1ori or IiaL,iIiCy �huvuf'cwc!; pr'nvtded 1,11a1. !;11c'11 NOIL1I bt rrLc c)in1)L).shd i r i s planner th--aL exI.:-iLirlg 1)-Iv;11,e IpvL)VL'III u1)t:, :."11a a rinI. br: diI-, url)r,-' or de-,;Lroyc?d, or iri Uic- evnnt. t.haI, Z.'Ic°y :err' Ji-t(i.,-ou,cl or rJf2 rayed, they will be r•epIact-Id in ?1 i LiQ11 thoy wur'� ]rnrnc:fiieatcly bl ('ore 1,hf� �_rof)�rrLy :cI crll,:'r'c=d Ll1)vn 1)Y r1anLe, t cap; nearly as 1)r'i•Jc_CiCctl 'L'hl: Qr�Jrlr r-ir ; re alrl l•O I.I:),' I,;I i1)1 1 kc:t'. III C,II Lf' suC,h UY,. d005 n-)t. itittrc,I't,'re WiLI: 111`-1,Lt01) UI' m:lrll- 1. r1,11;CI1 0 the _;"wee Ini-11n. IIc,WIlvoI,, i,�1V Grantor `;IInl I r;01, 'r'1-C4• lat 1 Al fI -.; C,I' •,t•1'UCI: U -t?S 0 L' e:l.--F'MeIIr - !'11L9 casr,aic-nI shcill 111_ " C;o':"iianl- r'1rrinI ill, W: L lI i Ile: 1rLrIU 'IrI "Ii a 1. i lac' birldin,r, o:i the cccssor, hL-i - , anr_1 ar i, 1Lrin r)f 110L11 01' 1)-0 r)Llr•l. LC` nr C ` —•� Ilt.,� ly '.ynJ'r.11ltiCe,ls f7e_Vel=?�L�[r�S:19L.l,r.rl� -.---- I j'} LI• Y _ . _ _.. _ ...----•-- -- r :11. L,'t •I,'i l `;!=U.) t :; I,l)L:i1`UI _ '. L J.ii and ' •)r 1 !ie :it.rl'L.(•• () I, IIi •+•�tr1r1(-',C.t)11, Ilt"I'IfLJ}r L01'I,-LI - L•t. rI l•1� �'r>�.1 day of' tin --' 1 Flcl_-r 11' r .,CaIl.1 i `� .1N 1)L:Ir'cd bc'i 0!-1:- rlle wi!I ipm Iir7rrctt _ ---' t ,i,L ltriowll Lea IJf- :!li" U.ir`f,-Pre-iitent i,ILal11r i=L.l' Lllwej, L 1_QVC1.Or nen.t �� -� . --•-•- _ -- _---- --'-" ' ' ' :Ilr(l I.ht. :':'e =arid vo1urlI.;+,'V aCL MIlci r' ci I+ur pc)ne L11t:'' iInQriLior)e and Uri .)«CII stI!tC'd :h.iL 1-11, !lr)r 1 Y,f'fi 1.0 E XE.::LJLF? t11h :irr Id l.fl';i I'tJtllt:llL 0f-,d L110 t110 :1ui_ t JI f '_):i'il 5e;j1 L) said t;f�r'(�ur'):I.iorl. r '1 N6l.:-1r'y P11bI is i1) c-)'ild I'L'I Li<tuI i,1* oI' wa-,illtir!1.11a1, I'r.::iLt!Iri(' ill-: +,I!, IJ I-,A..fj;j1, i I"�Jrr ) 11.1rr.(' r` (al +" I�;,l:�,'I-it,It! �,0. Utz"- 1�1�146yP��feN°1<' For m vralunblo ronsid"rallim, recelpt of - ich h; heroby :acUluvirledlimL Cio IIAr1intur(u). ...........liSal �Y..11i...(:�R�ti:tl�.,._._..-.-......�-...—..�..___..._...�...�........ �. _..,.-....._.e ti.....,.....-.w�......._...,.,,. .-.�....,r- lit:i'a)FY� th rauCG999ore,4r,d Wiorto, ttlg ri&, prIvIlop. And ejMjhorjjy torrfszAirltc,lr;rslptn`le. rgpaalr and lTatbWi3ttu —_-r' C�•q.mrn. fc:3�ri�grr:sseqres,.�d 0i]i�-�"` _����... _.... ,.... arroaa, t yor Atid upuri .24 . _-- ---- ,- ,-.- Cact of lltiu 1`9110WI ng isnd, hvmiod in C'JUnly, StAlc Of W65141nylalt, 10-Wil; it I.a tic.rl al 'rror: t b, `•aT.n Plat in $c.n;-ion 1G T.W.111, 2.1N, A- 4. , W.M. aucovIll!r; !-u `he pl.ar. 1'ecc:a'decl i., vultiml; 41 off plats, Fag- 3Q in Icing County N'ashincj :on rxrrupt InJa- pU:4;C,+1 {lrrnr. or G4llv5=yr! Ln LhL 5tal:e ut Waa11i,;1ri-0r, 1a(:rt• Apditorc- .'il,a N'). 5p213•!.1 said Cagament Aver Fhe Pastarly 24 Feet of Lot: 3 Shorr PlaL 1.73RU49 !t_n i.g CoUnty Washington eij rnsa .ured at right c1Ag1-Fg to Ct,e we: ,terly 1inG- of rime purU--,it c:unveyari L•-} the St;:t4L of (-1,,WUngtSri under AudiLor's Pile No- 54'13?1 except Lhc• :;uuthcrly M'. toge0ler o,i-th the suuL•liee)y iq' OF S,1 6 LOL 3. E. The GEt5 lm(s( aluAl ma{l�E� mia uoa or trio Wad ocwpiaai lay Wald iildE:$€1t arld'^,�.,......:iaFrit��+.•�.�X,:.�+�1.`a.r:��l�i:e.5����.,.,....�..-^. �,.. ___ �„�..+..�.�...�...�,.-.. In excrriminV the righla herein Sfanted, llte l^rakilea(i1],.,,..-h,a,.c,.,..g11a:rwulgoex al -al osts 9011, elauy VjSaff and Kepasa fivet 4al'i ,tred may slat Ilnd rurllove brijeh, trecla and other ohatructiohe which in thy opinion of thr: GTla111CO(a) Cnvana"a I erair canlsk.pd gholl rail with the land and ara binding upon till aahsequeni ownerel Itzrroo.. In LbitWharegf, the uald Granlor(al Itza ��G.executed thin Instrument ll1iB .M... day of s•rATR OF WAS�INGTON,. aa, (Corpornke actcnowlec3gle::nk ) County at is t yY ° , t.d �,r' Notary Public In and roe tho Stage jot Wdehln'Hlan, Ce:Birling Be f �r I t , do hareby cori;ry tit t an this lz" --: llay Of permonally appeared before my to Im known to be the ", •� 2 erg ,� ref tho corporation that ax®c:uied Iha within i�zeir►�m�all anl� : _ ackaawledged Ovil Signed the same as f'ra$ And volunlea'y ficl and ;jar.; fr,, ;ha uuea cnd p urpcacs hereire 1r:onlioned. rj, - C:;RIEN UNDFR MY VIAND AND OFFICIALS!' AL this -.L:Z-slay of :- ` ' � Notary public in rAnd for the Stella of Waahiugion, rauiding al In said aunty, „ L.,. 1•L�:r.L � - rcra,ie K:fTBlnRrnn I,vnul 61,n: [fir., la.fl..y4, WA rarer t'r0. 1 E,7B � •f'I �, WATUINI'l MAY PUT and laa�rRUPUCz a Ihr a3aayLlf 09 IN MAT IN ANY rJ1a,11 WPIA11Sg8V r j L :i' C4 +'J _t :13 C7 lL J n- l �7 1 C1 LLJ ¢ [i LW 11 THIS AGREEM-HT 15 BEING RE -RECORDED TQ CORRECT THE LEGAL DESCRIPTION. U ;dJS MIN AFTER RECORDING RETURN TO: JM CRATU D- THIMAR ATTORNEY AT LAW L v. 14 2316 80. CENTRAL NVE-r STE. 22 7 KENT, WASHINOTON 90032 ............ dd. A d. &&*,b PRIVATE ROADWAY MAINTENANCE AGREEMENT PRIVATE RQADWAY MAINTENANCE AGREEMENT excautcd'-th183th z day of December, 1989, by and between CLARO M. FAX= --and NOUKI V. FRANCO, hUaband and wife, (hereinafter rtf crrj&4: to--&aB "Franco"), and STEVEN J. LEETCF1, an unmarried person as ke separate estate, fhareinafttr rc-fdLvred to ,n IT_ietchl). N I T N 9 3 E E T H r4 WHEREAS; Franco are the owners in fee simple Of that 0 acrtain real prapi;rty which i.Er legally described as follows - Lot 4, King County short Plat No. 260049 Revision, as rec*rded vnder King .0110190295, County Recording No- records of King County, Washington. (Hereinafter referred to an -LaL 4-1; and WHEREAS; Leatch iqp the owner in fee 13irnL31e of that certain real property which abuts and is adjacent to thc. above -described property of Franco, and which real property in legally described AA fol1-4- King County Short Plat No, 200049 Revi-don. all recorded undnr King County ReCordi�7 No. 8110190295, 1 records of King County, Waithingt7i Mereinafter referred to an 'Lot .1; and "BERRAS) tberc, �n a preoeintly existing private rOadw!LY qawoment serving the afioreaai4 Lots 3 d 4 which iv IC9411Y follower Art eavcmebt for ingress, egress utilities 24 feet iswidth avcr tht eaaterly Po the north 260 feet of Tract 26 in state Plat as recorded in volume 42 of PlaLft, pagco: 30 through 32, records of King County, Washington, rN, as measured at right griglev to the wcuterly line of that portion of said Tract 26, conveyed to the State of -dcd x- Recording No. 501321. washinqLati by deed recaox mndc (Hercinafter referred to as "Basement'.): and WHEREAS; the parLiee hereto are dcairouA of providing for the joint use and maintenance of said private roadway for the E3 bendrit of the abo-c-deor-ribcd Lo",3 and 41 aM NOW, THEREFORE, 114 CONS Id T �XIDN of the mutual promises, cm covenants and Aqreemwntst contaiihed herein and the rnut-UAJ bcncfita to be derived herefron, the parties hereto do hereby promise, covenant and agree an te.1lown,: 1. The parties hereto pi-orniace covenant and agree that all coats and expenece of maintenance, air ad/or improvernerit. of the aforesaid Easement shall) by and between the owners of the above -described Lot o' and 4 as folloWjk! Lot 3 shall bear one quarter (1/4) oX jDaIZf Coats and expenses; amend Lot 4 shall bcar three-quartcra (3/4) of said caatA :And FS The parties hereto do further prvoiae, covenant and agree that all decioionR regarding the nroesvity for and/or esirabiliLy qk any and all maintenance, repairh and/*r 91/014e,31 0 1 RECT' F 6.00 RFI;rF-,E 2.00 PRIVATE ROADWAY CASH51- [ILI MAINTENANCE AGREEMENT - PAGE I A t (25 x 19❑ 'CMI': 050/J.Lb UUE'&1,;UVYi MMfST�7U --Fgz 1 off--•- : 12/21/2012 12:54.33 PM PST THIS ACREENENY 1S BEING RE -RECORDED TO CORRECT THE LEGAL DESCRIPTION. j improvements shall be made mutually and unanimously by all of the owners oG the aforesaid Lo" and d. I 3. The promiaee, povenont a d agreementa contained herein + shall be covenants running with the lands described herein and shall be binding upon and inure to the benefit of the partiru hereto, their heirs, Cxrvutaris, nuC4enn0T•1 and/or aouigns. 4. to the event that any VArty Jxh:01 find it necos:rary to retain the aervicea of an attorney in the enforeemeht of any provision hereof, the prevailing party in any :xUth Cnfortcmant action shall be erntitled to recover the costs and reasonable attomg-yla fees incurrc$ therein. IN wITNEss wNERZOE, the parties hereto have hereunto set their hands the date and year first above written. pom�. ANC HOANCO L'1 STATE OF WASHINGTON 1 COUNTY OF KING On this day M rsonally appeared before me, a notary public, CI,ARO M. FTJhNCO & 14DEMI V. FRANCO, to me known to be the irndividuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed. for the uses and purposes therein Mentioned. QIVVN ENDER MY SAND AND OFFICIAL SEAL this day of Deeemhr„ri�p�`�'7�a N4TAR + i - NDT" PD IC IS and for the Stott aE { f'Y9OC Waehins , residing At AL —& Ilj MY COMMISSION EXPIRES: ''t IVAS111C��.r', STATE OFIW990NrsTOR 3 1 a4- COUNTY OF ICING 1 On this day personally appeared before me, a notary public, STEVEN J. LEETCH, to me known to be the indivi4oal described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his j free and voluntary art and deed, for the uses ;ind purposes { therein mentioned. ! GIVEN UND$P MY ITANO AND OFFICIAL SEAL this day of December, 1989. _� , XOTA y PUPLN in and for the S ate of 10rA4y }s - w$e,hz an, aiding at cr�co'4, L_ 1F MY COMMISSION EXPIRES: 11 �10 1,15 PZC PRIVATF, ROADWAY MAINTENANCE AGREEMENT - PAGE 2 12/21/2012 12:54:33 PM PST o _ N 16 I I e I REI a j ( Re f =RYE)*WWI b' rl ti iJ Cl I� I� �y(y ■� A� �L �vl°R $R &-` I -----��----—PjTHAVE. It 11151; all , L � } o a m 0 ,der: 6507326 Doc: KC:2006 20060524900010 am 411�1tog $ _d _ rq sG A d 1++ 0 0 os Cn N fi a IN Page 1 of 1 Created By: ehiggins Printed: 12/2112012 11:53.29 AM PST Geomatrix December 22, 2006 13014.000.0 RECEIVED JUN 14 2013 Mr. Scott Roberts Dreambuilders NW CITY OF FEDERAL WAY 110 Stewart Avenue East CDS Puyallup, WA 98371 Subject: Sound Level Report for the Federal Way Townhomes Development Federal Way, Washington Dear Mr. Roberts: Geomatrix Consultants, Inc. (Geomatrix) has completed a noise analysis for the proposed Federal Way Townhomes development in Federal Way, Washington. Because the proposed twnhomes would be constructed on a site adjacent to Interstate 5 (I-5), and traffic noise from I 5 dominates the acoustic environment on this site, a noise study was requested by the City of - Federal Way. The methods and results of the measurement and analysis are discussed below. Noise Level Limits The City of Federal Way has adopted the sound level limits and regulations established in Chapter 173-60 of the Washington Administrative Code (WAC 173-60). The noise limits identified in WAC 173-60 are typically applied to individual source properties of noise (e.g., specific industrial or commercial developments) and are applied at exterior locations. Noise from vehicles traveling on public roadways or highways is exempt from these noise limits. The City of Federal Way has not specifically adopted noise standards for new residential development being constructed in areas with high levels of existing noise, including noise emitted by traffic on a public highway (such as the case here). However, the City has indicated that the noise study for this development should measure the existing sound levels on the project site and identify likely interior sound levels for the residential units. The City identified an "acceptable" interior noise limit of 45 dBA Ldn.'-2 ' Personal communication with Greg Fewins, Deputy Director of Community Development Services for the City of Federal Way, August 2006. 2 The Leq is the level of a constant sound that has the same sound energy as the actual fluctuating sound. It can be considered an energy -average sound level. The Ldn is a 24-hour Leq with a 10 decibel penalty added to sound levels that occur between 10 p.m. and 7 a.m: in consideration of potential disturbance of people trying to sleep. 19203 36th Avenue West, Suite 101 Tel 425.921.4000 www.peomatrix.com Lynnwood, Washington 98036-5772 Fax 425.921.4040 Mr. Scott Roberts Federal Way Townhomes Noise Study December 22, 2006 Page 2 Existing Sound Levels To document the existing sound levels on the site, Geomatrix measured sound levels at two on - site locations representing the nearest location of the proposed townhomes to I-5. The first measurement, SLMI, was a 24-hour measurement from December 5 to 6, 2006 with the microphone positioned 5 feet above the ground. Sound levels were recorded in hourly intervals over the 24=hour period. The second measurement, SLM2, was near SLMI but was elevated 16 feet above the ground and was taken simultaneously during one hour of the 24-hour measurement at SLMI. SLM2 was taken to determine the difference in sound levels at an elevated height, compared to the sound levels at 5 feet above the ground, where the elevated height represents the upper floors of the proposed townhomes. Both sound level measurements were taken using Larson Davis 820 (Type 1) sound level meters. For both measurements, the meters and microphones had been factory calibrated and certified within the past twelve months, and the meters were field calibrated immediately prior to the measurements. The 24-hour measurement was not attended, except during setup and retrieval of the units and during the 1-hour elevated measurement, during which contributing sound sources were noted. The measured sound levels at each location are summarized in Table 1. Details of the 24-hour measurement at SLMI are shown in a table attached to the end of this letter. Table 1. Range of Measured Hourly Sound Levels (dBA) Receptor 11me Leq Ln= Ldn SLMI Day 63-68 71-88 70 Night 59-66 70-84 1— 2 p.m. 68 74 SLM2 1— 2 p.m. 71 77 73a a The Ldn at the elevated location was calculated based on the difference between the measured hourly Leqs between 1 and 2 p.m at SLMI (5 feet above the ground) and at SLM2 (16 feet above ground). The difference in hourly s was then applied to the measured Ldn at SLMI to calculate the Ldn at SLM2. Methods and Results of Analysis The Ldn at SLM2 was used for this analysis because the sensitive interior living spaces are proposed to be located on the upper floors of each townhome. The calculated Ldn at SLM2 (Table 1) was adjusted using standard distance attenuation calculations for a line source (i.e., 3 dBA reduction for every doubling of distance) to represent the different townhomes proposed for P_%FedWayHomes-13014�doesTedWayrownhomes—F na]NoiseRepod.doe K Mr. Scott Roberts Federal Way Townhomes Noise Study December 22, 2006 Page 3 this development. The Ldn at SLM1 is representative of the ground floor use, the garage, which is not a sensitive space and is not considered further in this analysis. The estimated sound levels for each townhome are displayed in Table 2. Table 2. Estimated Sound Levels at Upper Floors of Townhomes (dBA) Location Distance from 1-5 Centerline (ft) Ldn Interior Reduction Required! Existing SLM 230 73 28 Northern 4 Townhomes Nearest to I-5 237 73 28 Middle - Nearer to I-5 253 73 28 Middle - Farther from I-5 269 72 27 Farthest from I-5 285 72 27 Middle 3 Townhomes Nearest to I-5 237 73 28 Middle 253 73 28 Farthest from I-5 269 72 27 Southern 2 Townhomes Nearest to I-5 237 73 28 Farthest from 1-5 1 253 73 28 a Estimated exterior to interior sound level reduction required to meet the goal of an interior 45-MA Ldn As can be seen in Table 2, the calculated exterior sound levels at all the proposed townhome locations range from 72-73 dBA Ldn. Interior Noise Reduction To meet the interior noise level goal of 45 dBA Ldn suggested by Greg Fewins at the City of Federal Way, construction techniques and materials for each of the residential units would need to achieve an exterior to interior sound level reduction of 27-28 dBA. Mr. Jim Cornwell of the Port of Seattle Noise Remedy Program reported to Geomatrix personnel that a good working range of noise reduction provided by residential structures is 15 to 33 dBA. This range is based on direct measurements of jet aircraft noise in the vicinity of Sea-Tac International Airport, where the affected residential structures are about 20 years old (i.e., typically 2 x 4 wall construction). W.- Cornwell said to expect a minimum of a 15-dBA reduction even with "paper thin" walls and further estimated that the vast majority of existing residential structures provide reductions in the range of 22-30 dBA as long as windows and doors are not used for ventilation. P:1FedWayHomes_130141docs\FedWayTownhomes—Fi naINoiseRepoRdoc 41, Mr. Scott Roberts Federal Way Townhomes Noise Study December 22, 2006 Page 4 Therefore, using careful construction techniques designed to ensure good thermal insulation could provide 27-28 dBA of noise reduction .inside the residence, resulting in interior L&s (from traffic noise) of 45 dBA or less at all residences. These construction techniques would include minimizing openings to the outside; ensuring that gaps around doors, vents, and windows are caulked and sealed; and constructing exterior walls with 2 x 6 wall construction with extra sheeting to increase mass and/or the use of "sound deadening board" on the interior wall and filling the wall cavity with uncompressed insulation material. Windows and doors are often sources of air and noise leaks, so special attention should be paid to ensure that adequate gasket materials (e.g., compression gaskets) are used. Also, selecting windows with higher sound reduction abilities (i.e., 30 dBA or greater for traffic noise) and using smaller window openings on the sides of the houses facing the freeway would help to ensure that interior noise reductions of 28 dBA are met. In addition to careful attention to the exterior wall construction, windows, and doors, active ventilation systems will be required to distribute air in these residences, since the noise mitigation techniques identified above would need to ensure that the residences are air -tight. Once a window were opened, only a 12-15 dBA reduction in exterior noise levels would be expected, resulting in potential interior sound levels of up to 57-61 dBA Lan. This level far exceeds levels considered acceptable for interior use, particularly for bedrooms. Any air inlet openings required for an active ventilation system should be placed on exterior walls or rooftops opposite the freeway to ensure that they do not transmit freeway noise to the interior of the residence. Conclusion With careful construction techniques and active ventilation systems that do not require open windows or doors, the proposed Federal Way Townhomes development would likely meet Federal Way's goal for interior sound levels of 45-dBA Ldn in new residential developments. Please do not hesitate to give me a call if you have any questions regarding this analysis. Sincerely yours, GEomATRIX CONSULTANTS, INC. Kristen Wallace Senior Scientist cc: Mr. Matt Hough, CPH Consultants, Inc. P--1I=i,driVayHomes_13014\doaTFcdWayrowohomes FinalNoiseReport.doc Mr. Scott Roberts Federal Way Townhomes Noise Study December 22, 2006 Page 5 Detailed Sound Level Data for SLM1 (dBA) Date Time Leq Lmax Lmin L2 Ls L25 Lso 5-Dec 13:00:00 67 77.4 60.6 70.7 68.9 67.6 64.5 5-Dec 14:00:00 66.5 78.3 61.8 69.7 68.5 67.2 64.2 5-Dec 15:00:00 65.3 80 60.1 68.8 67.3 66 63 5-Dec 16:00:00 65.1 85.2 60.1 68 66.6 65.4 62.6 5-Dec 17:00:00 63.7 77.1 58.9 67.4 65.5 64.2 61.5 5-Dec 18:00:00 65.4 80.9 59.4 68.6 67.2 66 63 5-Dec 19:00:00 64.1 74.7 58 67.8 66.2 64.8 61.3 5-Dec 20:00:00 63.6 71.4 53.8 67.6 65.9 64.4 60.5 5-Dec 21:00:00 63.3 72.4 56A 67.4 65.5 64 60.4 5-Dec 22:00:00 62.6 74.1 54.9 66.7 64.9 63.4 59.4 5-Dec 23:00:00 61.3 72.2 52.8 65.8 64.1 62.2 57.5 6-Dec 0:00:00 61 73.8 50.2 66.1 64.3 62 56.3 6-Dec 1:00:00 60.9 72.2 48.7 66.8 65 61.9 54.2 6-Dec 2:00:00 58.6 70.4 46.4 64 62 59.8 52.5 6-Dec 3:00:00 60.1 75.1 45.4 65.6 63.5 61.2 54.2 6-Dec 4:00:00 63.1 83.8 53.5 67.6 65.5 63.6 58.2 6-Dec 5:00:00 65.1 73.6 59.7 68.5 67.2 65.8 62.6 6-Dec 6:00:00 65.7 74.3 60.3 69 67.8 66.4 63.2 6-Dec 7:00:00 66.6 78 60.9 69.8 68.6 67.4 64.1 6-Dec 8:00:00 67.4 78.4 61.7 71 69.5 68 65.2 6-:Dec 9:00:00 67.2 80.2 60.2 70.6 69.2 67.9 64.3 6-Dec 10:00:00 67.8 87.7 60.4 71.1 69.7 68.3 65 6-Dec 11:00:00 67.6 76.3 60.7 71 69.7 68.4 65 6-Dec 12.00:00 67.4 80.8 61.3 71.3 69.5 68 64.9 6-Dec 13:00:00 68.1 74.4 62.8 70.8 69.8 68.8 66 Ldn 70 P:\FedW ayHomm-13014\dwsW-edWayTownh=es-Fi ualNoiseRWoR.dm PARCEL N0. 797820188 PARCEL NO. pw. � 10r - PARCEL N0, 7978200180 i '7C C 7�0 r Y / Sm IS I LJ \ SITE AREX 37 S 2B.9.F. 4 PARCEL N0. 7978200 W \ - tr: J ramp mm mo E E E E' FlC IE�1E , E rF9v-z L7 EY FlCLo E C PC&MV EF PC 3-� _ 40,_ — FOLM FEW ,v0' CAP. 1R loev' '1 PARCEL NO.7978200188 I b A%m U 24' ME ROAD EASMENr SPKM COW MMOO YY O v v W Ob pq WjW L N Z ' W VV, 3 � a N 7 o a. r� a CIO r` r N 1� W cc GRAPHIC SCALE v 20 40 a 04 N = Z a ( IN FEET) 1 inch = 40 ft. Q = J c) CL � M CO J J W ~ J Q } a WW W W z LL. N U m •• c O a U Designed: MRL Drawn: MRL Checked: SMS ScaleRECEIVED Date: Date: .06.13 02.06.13 Job No.: 12074.0 JUN 14 2013 Sheet No.: CITY OF FEDERAL WAY SPI CDS 1 of 3 Sheets Wl•� ' •rq,x, � Lr '� •i Nr� �r - . ��•�` -fit •� 'i �=` '1 .•1`t��.c �_ . . _ '3`,.� r g +•�' a � yam• e � x .•i�.t' � i I � r fF : F,. �ti d .. .. 4if • . _ � � •.���'� i� �'�!'.�' 1a,Jp�,y'jg��'�' �.' :fly o a ri m D s PHOTO#? (FACING SOUTH) PHOTO#10 (FACING EAST) PHOTOM (FACING SOUTH) PHOTO#11(FACING EAST) PHOTO#9 (FACING EAST) ca CO N A v v 04 Z 0) \ N 3 � a N 7 M a coN r r r W to 0 N x Z CO) "0 b Q o d J r- i T J w C'' 0) 0) CC zip a -j J W J J a } aya I o LLI w W w Z LL 0) N U O •• m m a` U Designed: MRL Drawn: MRL Checked: SMS Scale: N/A Date: 02.06.13 Job No.: 12074.0 Sheet No.: SP3 3 of 3 Sheets Matt Herrera From: Ingham, Chris<Chris.ingham@southkingfire.org> Sent: Tuesday, June 25, 2013 8:34 AM To: Matt Herrera Cc: Vince Faranda; Gordon Goodsell Subject: Federal Way Multi-Family/13-102624-00-UP All 9 units are required to be protected with fire sprinklers in lieu of cul-de-sac turn around and onsite hydrant. No parking permitted on the access road from S 333rd ST. Chris Ingham Deputy Fire Marshal 253-946-7244 CE,S*NWInc. Civil Enaineerin� & Surveyina January 31, 2013 RECEIVED J U N 14 Z013 CITY OF FEDERAL WAY CDS City of Federal Way Department of Community Development Services 33325 8th Avenue South Federal Way, WA 98003-6325 Project Name: Federal Way Townhomes CES Job #: 12074 Subject: Letter of Authorization 5210 12th Street East, Fife, WA 98424 Phone: (253) 922-1532 Fax: (253) 922-1954 To Whoommm It it Concern: I, ; �9�a -r/ / l-r�+ r , an authorized agent of RTI, LLC, Print Name and owner of parcel 7978200180 authorize CES NW, Inc. to act upon my behalf in matters concerning the Process II Site Plan Review, Engineering/Civil plan review and associated Building Permit reviews for the property located at 2245 S. 333'd St., Federal Way, WA. I also authorize City of Federal Way officials to review any relevant documentation in order to process this project. Sincerely, Signature Title Date EXHIBIT C E, S, N W, WC. ENG/NEER/NG & SURVEYING 310 — 29TH ST. NE, SUITE Bus: (253) 848-4282 101 PUYALLUP, WA 98372 Fax: (253) 848-4278 FEDERAL WAY TG NHOMES 1000 0 5000 1000 2000 1 inch = 1000 ft. VICINITY MAP U 01.22.13 6/10/13 King County Parcel Viewer 2.0 (beta) a HOME . iveWS SERVIC'f. 7 L Search King County KCGIS Center Atways at your servIce Parcel Viewer 2.0 (beta) You're in: KGGIS Center A Property Research u Parcel Viewer 2.0 (beta) i7978200180 Parcel number Search Find Intersection Zoom to 41V1 qi q+ � - ll ni (1:330172101 Search results I _ " 3018 J l i „5� ru;F?rl 1 Selected parcel(s) �'�� 410) r2041 1 New selection ,Oj 33 35 , it Add to selection ai 030," 2�14 33040 , 33035 Ex ort Gear �,- � q� ,,, Selected parcels: ] 33043304 8 9 3 goo . 3v s �►� ; • 1 .3 , f Parcel Address number - = rj0�I 2245 S 333RD ST 2 3.=331'ID'h p m p S Q X 7978200180 ,� _...__...- 98003 �33120 Park - �� Feder-[,2lay 2039 2045 202 2 I3'3 25: 2 j f J ,r. J. *2100 r n .222t Ln .2100 *2-100 e33312t • 4210 - ry -2'l00 33314. �2� 02100 ► 33318 2230 2100 `221`4 •,'.. J-. 2234— `2100 OR 2216� 62100 • 2246' �22'012 Qr700 �...-.. 2100I f2210 n 2100 • RECEIVED i 1 JUN 14 2013 071Y OF, FEDERAL F CDs g ismaps.W ng county.g ov/parcelHewer2/ 1/2 RECEIVED CITY O F JUN 14 2013 Federal Way ITY OF FEDERAL WAY MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cityoffederalway.com APPLICATION NO(S) 1 3 " (— v F Date Project Name Federal Way I _f _� +C (4A Property Address/Location 2245 S. 3 3 3 rd St., Federal W a Parcel Number(s) Project Description PLEASE PRINT 7978200180 2-1-13 Demolition of existing SFR & outbuilding; development of three new residential townhomes consisting of 9 units with supporting services & infrastructure. Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification _ Lot Line Elimination Preapplication Conference Process I (Director's Approval) X Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Rm 2400 Zoning Designation Multifamily Comprehensive Plan Designation $16 9 , 0 0 0 Value of Existing Improvements 2 mil. Value of Proposed Improvements International Building Code (IBC): Grata R- 3 Occupancy Type V - B Construction Type Applicant Name: RTI , LLC Address:310 29th St. NE, Ste 201 City/State: Puyallup, WA Zip: 98372 Phone: 253-693-4730 Fax: Email: xobert t@me . Com Signature: Agent (if different than Applicant) Name: CES NW Inc. Address:310 29th St NE, City/State: Puyallup, WA Zip:98372 Phone:253-848-4282 Fax: 253 -848-4278 Ste 101 Owner Same as Applicant Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 - January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application I 58q.so (2r�e� - TECHNICAL INFORMATION REPORT FOR Federal Way Townhomes Federal Way, Washington August 2013 Prepared for: RTI, LLC 310 29th Street NE Puyallup, WA 98372 Prepared by: Steve T. Nelson, PE Project Engineer Reviewed by: Craig Deaver, Principal REPORT #12074.0 !1 This analysis is based on data and records either supplied to, or obtained by, CES NW INC. These documents are referenced within the text of the analysis. This analysis has been prepared Jutilizing procedures and practices within the standard accepted practices of the industry. u I'J TABLE OF CONTENTS PAGE 1.0 PROJECT OVERVIEW.................................................................................................................................I 1.1 PURPOSE AND SCOPE...................................................................................................................................... 1 1.2 PRE -DEVELOPED CONDITIONS........................................................................................................................ I 1.3 DEVELOPED CONDITIONS.............................................................................................................................. Figure1 - TIR Work-heel...................................................................................................................................... 4 Figure2 - Site Location Exhibit..........................................................................................................................10 Figure3 - Basin Exhibits.....................................................................................................................................12 Figure4 - Soil Exhibits.......................................................................................................................................15 2.0 CONDITIONS AND REQUIREMENTS SUMMARY..............................................................................20 2.1 CORE REQUIREMENTS.................................................................................................................................. 20 2.1.1 CORE REQUIREMENT # 1 DISCHARGE AT THE NATURAL LOCATION.......................................................... 20 2.1.2 CORE REQUIREMENT #2 OFFSITE ANALYSIS.............................................................................................20 2.1.3 CORE REQUIREMENT #3 FLOW CONTROL................................................................................................. 20 2.1.4 CORE REQUIREMENT #4 CONVEYANCE.................................................................................................... 21 2.1.5 CORE REQUIREMENT #5 EROSION AND SEDIMENT CONTROL................................................................... 21 2.1.6 CORE REQUIREMENT #6 MAINTENANCE AND OPERATIONS...................................................................... 21 2.1.7 CORE REQUIREMENT #7 FINANCIAL GUARANTEES AND LIABILITY ................................ ..................... :..... 21 2.1.8 CORE REQUIREMENT #8 WATER QUALITY............................................................................................... 21 2.2 SPECIAL REQUIREMENTS.............................................................................................................................. 22 3.0 OFFSITE ANALYSIS...................................................................................................................................22 4.0 FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS AND DESIGN .............................26 4.1 EXISTING SITE HYDROLOGY (PART A).........................................................................................................26 4.2 DEVELOPED SITE HYDROLOGY (PART B) ........................................... __........... ........... -...-................. _.....27 4.3 PERFORMANCE STANDARDS (PART C)......................................................................................................... 31 4.4 FLOW CONTROL SYSTEM (PART D)..............................................................................................................31 4.5 WATER QUALITY SYSTEM (PART E).............................................................................................................31 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN.............................................................................32 6.0 SPECIAL REPORTS AND STUDIES.........................................................................................................32 7.0 OTHER PERMITS.......................................................................................................................................32 8.0 TESC ANALYSIS AND DESIGN................................................................................................................33 J9.0 BOND QUANTITIES, FACILITY SUMMARIES & DECLARATION OF COVENANT....................37 9.1 BOND QUANTITY SHEETS .... __.....................................................................................................................37 9.2 FLOW CONTROL AND WATER QUALITY FACILITY SUMMARY SHEET AND SKETCH .................................... 38 9.3 DECLARATION OF COVENANT .............. ...........42 10.0 MAINTENANCE AND OPERATIONS MANUAL...................................................................................43 J Appendix `A" Stormwater Calculations J Appendix "B" Geotechnical Information Geotechnical Report December 20, 2012 Geotechnical Engineering Analysis: Stormwater Infiltration Report June 10, 2013 J 1.0 PROJECT OVERVIEW 1.1 Purpose and Scope This report accompanies the Civil Engineering Plan submittal for the Federal Way Townhomes as submitted to the City of Federal Way. This document provides site information and the analysis used for the preliminary storm drainage design. Manuals used to establish the the methodology and design criteria for this project include the 2009 King County Surface Water Design Manual (KCSWDM), the City of Federal Way Addendum to the KCSWDM, the City of Federal Way design standards, and the Low Impact Development Technical Guidance Manual for Puget Sound (December 2012). Figure 1 provides the completed TIR Worksheet for this project. 1.2 Pre -Developed Conditions The project site is located at 2245 S. 333rd Street in the City of Federal Way and is generally rectangular in shape with a slight taper to the eastern property line. Access to the property is from S 333rd Street located along the northern property line and from a private road easement located along the eastern property line. The site is comprised of a single parcel of approximately 0.64 acres in size and is located in the Residential Multifamily (RM 2400) zoning district. Currently the site contains two single family residences of which one is occupied. The site is sparsely forested with a small stand of cottonwood trees centrally located along the western property line and a mix of deciduous and fir trees located at the north-east corner of the property near the existing residences. Overall the existing site is fairly level with a general slope downward from the north-east to the south-west at approximately 0 to 6%. Existing elevations range between approximately 370-ft. to 378-ft. -1- t The project site is located in the NE 1/4 of Section 36, Township 26 North, Range 4 East, W.M., King County, Washington (See Site Location — Figure 2). Total area of the site is 0.64 acres and is bordered to the north by S 333rd Street, to the east by Interstate 5, to the south and west by single family residences also zoned RM 2400 and is located within the Hylebos Drainage Basin. The site is not located within a floodway or flood plain and we are not aware of any known drainage problems associated with the existing site. The USDA Natural Resources Conservation Service (MRCS) Web Soil Survey of King County identifies the onsite soils as Alderwood gravelly, sandy, loam (AgB) ranging from 0-6% slopes and is listed as being in hydrologic class C. A soils report was prepared by GeoResources, LLC in April of 2008 and updated on December 201h, 2012 (see Appendix B) which provides further evaluation of the onsite soils. GeoResources, LLC also provided an additional Stormwater Infiltration Report on June 10, 2013 to specifically address the use of porous asphalt for storm water management. According to the geotechnical report the top layer of onsite soils is a mix of sod/topsoil and forest duff and is approximately one foot thick. Underlying this upper layer is 3 to 4 feet of medium dense weathered till and below that extends very dense glacial till to at least 12 feet below the surface. Isolated minor groundwater seepage was noted at approximately 3.5 to 4.5 feet deep; this was interpreted in the geotecbnical report to be perched groundwater. The required geotechnical reports have been provided in Appendix n. 1.3 Developed Conditions .1 The proposed Federal Way Townhomes project consists of developing 9 multifamily residential townhome units (Building 1 — four unit, Building 2 — three unit, and Building 3 — two unit) on one 0.64 acre parcel. It is anticipated that the project will require approximately 2,100 cubic yards of fill and create only 60 cubic yards of cut. Access to the proposed units will be provided by a paved private drive which runs southerly from the intersection of 24th Avenue South 333rd Street. The project also proposes to dedicate three additional feet of right-of-way along the S 333`d Street frontage as well as providing an additional three feet to the existing 24-foot wide access and utility easement located along the east property line. Curb and sidewalk are proposed to be constructed along the north and east sides of the property to provide pedestrian access. Each proposed townhome unit will contain a two car garage providing 18 parking spaces. Two compact stalls have also been provided for a total of 20 parking spaces. Water ' and sanitary sewer service to the project will be provided by the existing Lakehaven Utility District (LUD) mains located along the north and south property boundaries. The project proposes to utilize porous asphalt and infiltration to control stormwater runoff. Porous asphalt is proposed to be located in the drive aisle to each building as well as the private roadway. Proposed roof runoff will be conveyed to a roof downspout system which will direct the stormwater into the crushed stone reservoir located under the drive aisles, where it will be infiltrated back into the ground. Proposed recreation and grassed areas will be graded to collect stormwater runoff to yard drains where the j stormwater will be directed to small underground infiltration trenches. A small bypass area is located along the north, west and south sides of the property. Figure 'I - TIR Worksheet ME KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL [FIGURE 1 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1. PROJECT OWNER AND PROJECT ENGINEER Project Owner RTI, LLC Phone 253-446-7277 Address 310 29th St. NE, Ste. 101 Puyallup, WA 98372 Project Engineer Steve T_ Nelson PE Company CES NW, Inc. Phone 253-848-4282 Part:3 TYPE OF:;PERMIT APPLICATION" ❑ Landuse Services Subdivison / Short Subd. / UPD 0 Building Services M/F / Commerical / SFR Clearing and Grading 0 Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION. Project Name Federal Way Townhomes DDES Permit # N/A Location Township 21 N Range 4E Section 16 Site Address 2245 S 333rd St. Federal Way, WA Part 4 OTHER REVIEWS AND PERMITS. ❑ DFW HPA ❑ Shoreline ❑ COE 404 Management ❑ DOE Dam Safety ❑ Structural Rockery/Vault/ ❑ FEMA Floodplain (� ESA Section 7 ❑ COE Wetlands ❑ Other Partb PLAN AND. REPORT INFORMATION Technical Information Report Site Improvement Plan (Engr. Plans) Type of Drainage Review Full Targeted / Type (circle one): Full Modified / (circle): Large Site mall Site Date (include revision Date (include revision dates): dates): Date of Final: Date of Final: 'Part6 ADJUSTMENT APPROVALS Type (circle one): CStandard Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of A roval: 2009 Surface Water Design Manual 5 1 /9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Parl 7 MONITORING REQUIREMENTS Monitoring Required: Yes / No Describe: Start Date: Completion Date: Part.8 SITE. CQMMUNITY:AND:QRAINAGE BASIN Community Plan City of Federal Way _ Special District Overlays: Drainage Basin: H lebos Creek Stormwater Requirements: Conservation Flow Control Area Part9 ONSITE AND ADJACENT SENSITIVE AREAS I ® River/Stream ❑ Lake ❑ Wetlands ❑ Closed Depression ❑ Floodplain ❑ Other Part 90 SOILS Soil Type Slopes AgB 0-6% ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 2009 Surface Water Design Manual 6 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE.DESIGN LIMITATIONS REFERENCE 0 Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas 0 SEPA ❑ Other W LIMITATION / SITE CONSTRAINT I ❑ Additional Sheets Attached I Part 12 'TIR SUMMARY SHEET(provide one TIR Summary Sheet per Threshold Discharge Area Threshold Discharge Area: name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Dischar a Locations: Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control Level: 11 / 2 / 3 or Exemption Number Incl. facility summary sheet Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Arne Michaelsen Contact Phone: 253-279-1371 After Hours Phone: 253-279-1371 Maintenance and Operation Responsibility: rivate 1 Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Provided: es / No Liability Water Quality Type: Basic / Sens. Lake / nhanced Basic / Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP 1 Shared Fac.1 one Requirements Name: Fioodplain/Floodway Delineation Type: Major / Minor / Exemption /None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: N/A Source Control Describe landuse: Commercial (comm./industrial landuse) Describe any structural controls: None 2009 Surface Water Design Manual 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: es / No with whom? City of Federa a Other Drainage Structures Describe: Porous Asphalt/infiltration Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION 0 Clearing Limits 0 Cover Measures 0 Perimeter Protection ❑ Traffic Area Stabilization ❑ Sediment Retention 0 Surface Water Collection ❑ Dewatering Control 0 Dust Control 0 Flow Control MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION 0 Stabilize Exposed Surfaces 0 Remove and Restore Temporary ESC Facilities 0 Clean and Remove All Silt and Debris, Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facility Su mary and.Sketch Flow Control Type/Description Water Quality Type/Description ❑ Detention 0 Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other ❑ Biofiltration ❑ Wetpool ❑ Media Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs 0 Other Porous Asphalt 2009 Surface Water Design Manual 6 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other Part 16 STRUCTURAL ANALYSIS ❑ Cast in Place vault 0 Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other I Part 17 SIGNATUR&OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. SignedlDife 2009 Surface Water Design Manual 1/9/2009 Fiaure 2 - Site Location Exhibit EXHIBIT C,rC FEDERAL WAY TOWNHOMES FIG. C/FAIL �NG/MEt�'RIrVCi �f SUAL��'YING 2 IIue: [259] 848 4270 SITE LOCATION EXHIBIT mo 29TH ST NE. SUITE 101 Fu%: E53 848-427R PUYALLUP, WA 98372 ceeexvlacoo oesnwr nc.com 1000 0 5000 1000 2000 1 inch = 1000 it. FT - PROJECT SITE 2245 S 333RD ST FEDERAL WAY, WA. 98003 � O h � 0 5� ---------------- Cl 6-11-13 Figure 3 - Basin Exhibits -12- 1 SOIL TYPE: ALDERWOOD (AgB) GRAVELLY SANDY LOAM, 0 TO 6 PERCENT SLOPES I I I I� I oIt TOTAL BASIN AREA: 36,146 SQ. FT, EXISTING: EX. PGIS (PUBLIC) = 5,538 SQ. FT. EX. PGIS (PRIVATE) = 3,919 SQ. FT. EX. IMP SURF = 2,410 SQ. FT. PERV = 24,279 SQ. FT. r' --- — --- -- '— — , I I I I 1 I I I L— —�J 14 EXISTING BASIN _ 370r SOO'14'01"W 260.01' I }r \ l L ly Ut � Ira �— �-�3�6� l.. RD I PROPOSED EDGE OF • I PRIVATE DRIVE o�ti►� d - , + S 0074'!;._ Sy2v' EX. PAVING IN THIS AREA TO BE REMOVED AND REPLANTED WITH SOD 8 yr.474�73 01 .. _J • � I min Ste. Q poGRAPHIC SCALE so 0 30 60 N Z b 1 -IN FEET F 1 inch = 30 ft. I eAl oil �21 I �O I I^03 IR I : I I vl I I a I I I o I I � I _ � I N 0 I- o L _I 247HAM S. (E IING 60' R.O.W.) FIGURE 3 O O a b N W rn 1d z N C N C7 U Designed: STN Drawn: STN Checked: CAD Scale: 1" = 30' Date: 7-15-13 Job No.: 12074 Sheet No.: Bi 1 of 2 Sheets 13 TOTAL DEVELOPED BASIN AREA: 32,920 SQ. FT. BASIN BLDG A & B (POROUS ASPHALT): ROOF = 4,872 SQ. FT. (0,1118 AC) DRI VE AISLE = 2,781 SQ. FT. (0.0638 AC) TOTAL = 7,653 SQ. FT. (0.1723 AC) BASIN BLDG G (POROUS ASPHALT): ROOF = 1,428 SQ. FT. (0.0328 AC) DRIVE AISLE = 957 SQ. FT. (0,0220 AC) TOTAL = 2,385 SQ. FT. (0.0548 AC) I to I "' BASIN BLDG C INFILTRATION AREA ' I (640 SQ. FT.) BYPASS BASIN IJ BLDG C--'- f I �. I�AA&IB�LDG LJ I I TOT LOT �13EC SPACE S PRIVATE DRIVE BASIN IN f7L /;fl-I /7 EX. PAVING IN THIS AREA TO BE REMOVED AND REPLANTED WITH SOD PRIVATE DRIVE BASIN (POROUS ASPHAL): STANDARD PAVING = 757 SQ. FT. (0.0174 AC) SIDEWALK/CURB = 1,316 SQ. FT. (0,0302 AC) POROUS ASPHALT = 4,495 SQ. FT. (0.1032 AC) TOTAL = 6,568 SQ. FT. (0.1508 AC) BYPASS BASIN: STANDARD PAVING = 3,987 SQ. FT. (0.0915 AC) GRASS = 307 SQ. FT. (0.007 AC) SIDEWALK = 810 SQ. FT. (0.0186 AC) REC SPACE S BASIN: PATIO = 1,000 SQ. FT. (0.0230 AC) 53 } GRASS/PLANTER = 3,621 SQ. FT. (0.0831 AC) TOTAL = 4,621 SQ. FT. (0.1061 AC) � � o �v REC SPACE N BASIN: PATIO = 800 SQ. FT. (0.0184 AC) GRASS/PLANTER = 2,131 SQ. FT. (0.0490 AC) - TOTAL = 2,931 SQ. FT. (0.0673 AC) lv;�: m�m g � nMn jyz � LANDSCAPE = 3,658 SQ. FT. (0.0840 AC) TOTAL = 8,762 SO. FT. (0.2011 AC) I I I REC SPACE N BASIN j REC SPACE S BASIN I I INFILTRATIO AREA INFILTRATION AREA — — — _ 600 SQ. FT.) (960 SQ. FT.) - — _ _ _ o_ BYPASS BASIN BASIN BLDG A & B ` INFILTRATION AREA fl(1,680 SQ. FT.) SPACE N BASIN 'LT I l + GRAPHIC SCALE JO 0 75 30 n m IN FEET ) 1 inch = 30 ft. se � N SOIL TYPE: ALDERWOOD (Ag8) GRAVELLY SANDY LOAM, 0 TO 6 PERCENT SLOPES I I I� I i I BYPA S BASIN i — � I I i f I - � I I Ir PRIVATE FIGURE 3 Q �Ni" u i u w V u s w W �a N W Designed: STN Drawn: STN Checked: CAD Scale: 1" = 30' Date: 7-15-13 Job No.: 12074132 Sheet No.: 2 of 2 Sheets IFigure 4 - Soil Exhibits I I I I I j -15- J a 6 ..V .BL .ZU _o d' W w D U L—L N I .8L.8L.ZA 1. a ZS 1 0 .,V.OL.ZZL MIlt O LO d O h m_ NyUN 2 O O NCO N w. �0 7 N ZQ ZO Q „BL.BL.ZU �I. w V IL l0 9 O co Z w W J a O E m - O O u- O C c C N N N 1.0 N 8ofA y > i;b OI m 01 N .O N 3C O oyE 7 U)d O O c� C�77 n N C N O U '� y L O % E of �p U n V N.) p�Oj l6 C C7 � >� (�.) L n w in N N E C D E N f0 L N pp w 2 Z lN0 N W 3 y C N o C g❑ O y L Q N = pE 1 �C Q �o U m': L U)N O U) iV N [2 O O� Q D Q O c > V 0 > �+ ID p o QQQU777 j N N L a O o N n N y L o o c y QN 3 E o n E 2 m m o E� a N Ca o �=° o ai > v c aoi � L o c .Q E c -o, 0) co ; fo E Q `O O U > ��v�i N S- m2 N Y> N E n 0 O. y `p Z 0) O O c m M N >+ m E G E L O -O 0) � > -a 2 N >,, rn N N 1O m d Q E C) —0 O V �0 O Z C 01 7 C .N-. O C 0) 01 (n 10 "O Q O l0 L 12. dj 7 N (no U) E��$ E o�c�oo 0v ma's j'< > 010�� 'o 9 E rn� Ew m m m N '- -0o aa�i > Nz °� a a� m .c 2 H O 9 m 0 C •- _ '0 wEo_v� N 0) aE 09 O tn�U N> L N F-L 0 7 (ntn l0 O aoiEmE L O 4- Hobo N N C _ o a UJ tl! a N � U V L NCL N C O CL U N A N LL-- t _ vi t: O U)N O N N y Ln y > O a. U > O O J C7 IS (n O U to N U. A RR O t � !L CL a i d o [y ul C a A 3 I � 1 o 0 O_ Y 3 0 a N w o y O _ j ` 3 N o N _ U _ O CL W n p mO OILO QOO > > > U U L CO Q J� aU O mU rUn u) m O Cl) CO � c a m f° CL o N Q fq v m Z Soil Map —King County Area, Washington Map Unit Legend FIGURE 4 1 FWTownhomes King County Area, Washington (WA633) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI AgB Alderwood gravelly sandy loam, 0 to 6 6.0 100.0% percent slopes Totals for Area of Interest 6.0 T 100.0% USDA Natural Resources Web Soil Survey 6/10/2013 Conservation Service National Cooperative Soil Survey Page 3 of A 15 EMBIT CE's. Nw c. FEDERAL WAY TOWINHOMES FIG. 4 ci&a ZN01VF�R1.Y9 If suRv�r��vo nw: 253 M-4A.83 310 287N ST NE, 6UITE 101 F�xi 869 B1B—iB'78 SOIL DESCRIPTION PUYALLUP. WA 06372 oeserrfaveavasnwino.00 Alderwood gravelly sandy loam, 0 to 6 Percent slopes (AgI3) This soil is nearly level and undulating. It is similar to Alderwood gravelly sandy loam, 6 to 15 percent slopes, but in places, its surface layer is 2 to 3 inches thicker. Areas are irregular in shape and range from 10 acres to slightly more than 600 acres in size. Some areas are as much as 15 pereent included Norma, Bellingham, Tukwila, and Shalcar soils, all of which are poorly drained; and some areas in the vicinity of Enumclaw are as much as 10 percent Buckley soils. Runoff is slow, and the erosion hazard is slight. This Alderwood soil is used for timber, pasture, berries, row crops, and urban development. Capability unit IVe-2; woodland group 3d2. 6-10-13 Page 4 of 4 m 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Core Requirements The storm water facilities for this project were evaluated in accordance with the 2009 King County Surface Water Design Manual (KCSWDM) as supplemented by the Federal Way Surface Water Design Manual (FWSWDM). Compliance with these manuals is outlined below. 2.1.1 Core Requirement #1 Discharge at the Natural Location The project site has natural or existing grades that slope very moderately southerly and westerly. Site discharge travels as sheet and shallow flow toward the southwest. No channeling or concentrated flows were observed. A small area covering the southeastern portion of the access drive drains southerly toward an existing off -site development. The proposed development of the property will maintain this general natural discharge pattern in general accordance with FWSWDM standards. The existing site conditions are further described in Section 3 of this report. 2.1.2 Core Requirement #2 Offsite analysis. The offsite analysis is provided in Section 3.0 later in this report. 2.1.3 Core Requirement #3 Flow Control. _1 Level 2 Flow Control standards are proposed for the project in accordance with FWSWDM criteria. The project is located in an area that the City of Federal Way has Jdesignated as a Conservation Flow Control Area. I _20_ 2.1.4 Core Requirement 94 Conveyance Summarized in Section 5 - The project proposes to utilize porous asphalt and infiltration, I therefore no conveyance piping is proposed. Proposed drainage systems are designed to convey the 100-year peak flows for the proposed development. 2.1.5 Core Requirement #5 Erosion and Sediment Control Described in Section 8 - The erosion control plan has been designed to meet or exceed the applicable requirements of the City of Federal Way. Proper ongoing monitoring and maintenance will be required. An erosion and sediment control plan will be provided during the formal engineering plan review. 2.1.6 Core Requirement #6 Maintenance and Operations The proposed on -site private drainage facilities will be privately maintained and operated. Facility maintenance and operations information is located in Section 10 of this report. 2.1.7 Core Requirement 97 Financial Guarantees and Liability I' See Section 9 - Bond Quantity Worksheet City of Federal Way requirements for financial 1 guarantees and liability will be met. 2.1.8 Core Requirement #8 Water Quality -' The project proposes to utilize Low Impact Development (LID) Techniques for quantity 1 and quality mitigation. Porous asphalt and subsurface infiltration is proposed to be utilized. Enhanced water quality treatment will be achieved by infiltrating 100% of the J ual stormwater runoff from the patios, and paving through porous asphalt into the ann p � p g g P p Isubgrade below. Stormwater that does not infiltrate directly into the recreation spaces Iand landscape buffers will flow overland to yard drains where the stormwater will be -21- J 1 I infiltrated via gravel trench beds. Test results from onsite sampling show the soils contain a cation exchange capacity between 16.4 and 22.2 milliequivalents (mEq)/100 grams dry soil (required minimum 5 mEq/100 grams), organic matter between 5.1 and 9.6 jpercent (required minimum 0.5 percent) and a measured onsite infiltration rate of 2 inches/hr (maximum allowed 12 inches/hr). 1 Several small bypass areas located on the north, west and south sides of the project will i be allowed to be released undetained and untreated. Total release of the bypass areas is less than 0.10 cfs for the 100 year return period. 2.2 Special requirements #1. As previously mentioned, the site is within the City of Federal Way Hylebos Creek Drainage basin and is inside of the Conservation Flow Control Area. ' #2. The site does not lie within a floodway or floodplain. #3. Flood protection Facilities are not applicable. #4. Enhanced Basic Water Quality Treatment is required since this is a multi -family development. #5. Oil control will be provided by the porous asphalt and subgrade configuration. Additional City of Federal Way Project Requirements: } 1. Road Modification: The City of Federal Way granted a roadway modification for the project (Permit No.: 07-100630-00-SM) in February 25, 2008. This Road Modification has since expired. It is the applicants desire to obtain re -approval of this Road Modification. The project site has been designed based upon the 1 previous approval of this modification. The modification will allow a non- standard street section along the private drive that runs north -south along the 3 eastern boundary of the project. 3.0 OFFSITE ANALYSIS Task 1: Study Area Definition and Maps - 22 - The project site is fronted by South 333rd Street along its north property line and is located west of 24th Ave South. There are two existing single family residences located on the parcel near the northern property boundary. The properties south and west of the j site are developed. Interstate 5 borders the property on the east. More generally, the site is located in the SW 1/4 of Section 16, Township 21 North, Range 4 East of King County, Washington (see Figure 2, Vicinity Map). The project site has a total area of 0.64 acres. ITask 2: Resource Review No wetland or stream resources are located on the project site according to observations and available data. The project lies in an area that has a low probability of ground water contamination per current King County GIS-resources. No drainage complaints are listed for the project site or the surrounding properties. The project site is not located within a delineated 100-year flood plain area. An unnamed stream flows north to south and is located approximately 100 feet west of the property. { The stream enters a 42 inch pipe located on the north side of S 333rd Street and flows 1 south underground for approximately 450 feet where it daylights back into the stream channel. ITask 3: Field Inspection IA field investigation of the site was conducted on Wednesday January 30, 2013. The Iweather was overcast with light rain and an approximate temperature of 50' F. This J investigation included observations of current land use, ground cover, existing drainage patterns and topography. p - 23 - } j Two single-family residences are located on the subject property, but only one residence is inhabited. Properties neighboring on the west and south are developed with single- family residences. ` The site is sparsely forested with a small stand of cottonwood trees centrally located along the western property line and a mix of deciduous and fir trees located at the north- east corner of the property near the existing residences. Overall the existing site is fairly level but generally slopes downward from the north-east to the south-west at approximately 0 to 6%. These existing site conditions are shown in Figure 3 — Pre - developed Basin Map. Downstream Basin Storm water runoff from the existing site flows as sheet flow toward an unnamed stream. This stream flows north to south and is located approximately 100 feet west of the property. The stream enters a 42 inch pipe located on the north side of S 333rd Street and flows south, underground for approximately 450 feet where it daylights back into the stream channel. The surface water runoff travels in a southwesterly direction onto the neighboring I properties before eventually entering unnamed stream mentioned above. The neighboring properties are currently developed with multi -family residential lots and are mostly cleared with moderate landscape cover and paved driveway areas. Upstream Basin - 24 - Topography and the improved conditions of South 333rd Street limit off -site, upstream runoff contributions to a portion of the paved roadway area north of the site. The area east of the site contains the shoulder and slope areas of Interstate 5. This area is covered in grass, shrubs and small trees and contains a drainage swale which prevents stormwater from entering the project site. Task 4: Drainage System Description The on -site storm water collection and water quality systems supporting this project are proposed in general accordance with the provisions of the Federal Way Surface Water Design Manual (FWSWDM). The project proposes to utilize Low Impact Development (LID) Techniques for quantity and quality mitigation. Porous asphalt and subsurface infiltration is proposed to be utilized. Enhanced water quality treatment will be achieved by infiltrating 100% of the annual stormwater runoff from patios, and paving through porous asphalt into the subgrade below. Roof runoff will be conveyed to a roof downspout system which will direct the stormwater into the crushed stone reservoir located under the drive aisles, where it will be infiltrated back into the ground. Stormwater that does not infiltrate directly into the recreation spaces and landscape buffers will flow overland to yard drains where the stormwater will be infiltrated via gravel trench beds. Test results from onsite sampling show the soils contain a cation exchange capacity between 16.4 and 22.2 milliequivalents (mEq)/100 grams dry soil (required minimum 5 mEq/100 grams), organic matter between 5.1 and 9.6 percent (required minimum 0.5 percent) and a measured onsite infiltration rate of 2 inches/hr (maximum allowed 12 inches/hr). - 25 - Several small bypass areas located on the north, west and south sides of the project will be allowed to be released undetained and untreated. Total release of the bypass areas is less than 0.10 cfs for the 100 year return period. The proposed site drainage improvements are shown on Figure 3 — Developed Basin Map B-2 of this report Task 5: Mitigation of Existing or Potential Problems There are no documented downstream flooding or drainage system problems that would require specific mitigation by the proposed project. Temporary Erosion and Sedimentation Control (TESC) measures will be implemented during construction operations in accordance with development standards. All TESC facilities will be actively inspected and maintained by the contractor during construction to minimize impacts to the downstream system as described in Section 8 of this report and the project plans. 4.0 FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology (Part A) The hydrologic analysis for the project site is based on drainage characteristics such as basin area, soil type, and land use (i.e., pervious, impervious, density). The Western ` Washington Hydrology Model 2012 (WWHM2012) software was used to evaluate the I storm water runoff conditions for the project site and design the stormwater facilities. JThe USDA Natural Resources Conservation Service (MRCS) Web Soil Survey of King County identifies the onsite soils as Alderwood gravelly, sandy, loam (AgB) ranging from 0-6% slopes and is listed as being in hydrologic class C. In order to model the existing -26- - ! site conditions pervious surfaces were considered to be flat, Type "C", Pasture land cover. The project site is located in the SeaTac Rainfall Region therefore a modeling scale factor of 1.0 was used. Following is a summary of the analysis: Existing and proposed drainage basins are shown on Figure 3 basin maps B-1 (Pre - developed) and B-2 (Developed). Since this project proposes to infiltrate the stormwater onsite the Pre -developed conditions are provided only to compare the existing flows to the Bypass B ass Basin. proposed I Pre -developed conditions were considered to be cleared and partially improved. Table p p Y p 4.1.1 summarizes the Existing Basin area and the WWHM2012 input parameters used in the analysis. Table 4.1.2 summarizes the discharge generated under pre -developed conditions. Table 4.1.1 - Existing Drainage Area Summary Land Cover (acres) Basin ID Total Area Impervious Impervious C, Pasture, Flat (acres) Roads, Flat Roof, Flat Existing 0.8296 0.217 0.0553 0.5573 Appendix A of this TIR contains the W WHM2012 model results Table 4.1.2 — Predeveloped Basin Discharge Rates Basin ID 2vr cfs 5 r cfs 10 r cfs 25yr cfs 50yr cfs 100yr (cfs Existing 0.081554 0.105627 0.122645 0.145426 0.163354 0.182127 4.2 Developed Site Hydrology (Part B) _ The site will be re -graded and existing services/facilities will be extended to accommodate the proposed multi -family residential improvements. The proposed porous asphalt, Recreation Spaces and landscape buffers are designed to generally maintain the existing discharge patterns of the project site by infiltrating the majority of the stormwater -27- J runoff. Figure 3 Basin Map B-2 shows the proposed grading and drainage improvements and sub -basin delineation for the developed site. Table 4.2.1 summarizes the Developed Bypass Basin area and the WWHM2012 input parameters used in the analysis. Table 4.2.2 summarizes the discharge generated under developed conditions. Table 4.2.1— Developed Bypass Drainage Area Summary Land Cover (acres) Basin ID Total Area Imp. Roads, Imp. SW, C, Lawn, C, Lawn, (acres) Flat Flat Flat Mod Bypass 0.2011 0.0915 0.0186 0.007 0.084 Table 4.2.2 — Developed Bypass Basin Discharge Rates Basin ID 2yr cfs 5yr cfs 10 r (cfs) 25 r cfs 50 r cfs 100 r cfs Bypass 0.033176 0.043314 0.050526 0.060228 0.067896 0.075955 It is important to note that under developed conditions the bypass basin will discharge less than 0.10 cfs under the 100 year return period as compared to the current existing condition of 0.18 cfs. Table 4.2.3 summarizes the Developed Basin areas and the WWF M2012 input parameters used in the analysis. Areas of porous asphalt were modeled as C, Lawn, Flat. Table 4.2.3 — Developed Drainage Area Summary - 28 - Basin ID Total Area (acres) Land Cover (acres) Imp. Roads, Flat Imp. SW, Flat Imp. Roof, Flat Porous Asphalt, Flat* C, Lawn, Flat FWTB Bldg A-B 0.1118 0.1118 0.0638 FWTH Bldg C 0.055 0.0328 0.022 FWTH PriRoad 0.1508 0.0174 0.0302 0.1032 FWTH Rec Sp N 0.0674 0.0184 0.049 FWTH Rec Sp S 0.1061 0.0230 0.0831 Porous Asphalt was modeled as C, Lawn, Flat in the WVMM2012 modeling. The project proposes to infiltrate 100% of the stormwater utilizing porous paving and gravel trench beds. Quantity mitigation and enhanced water quality treatment will be achieved by infiltrating 100% of the annual stormwater runoff from patios, and paving through porous asphalt into the subgrade below. Roof runoff will be conveyed to a roof downspout system which will direct the stormwater into the crushed stone reservoir located under the drive aisles, where it will be infiltrated back into the ground. Stormwater that does not infiltrate directly into the recreation spaces and landscape buffers will flow overland to yard drains where the stormwater will be infiltrated via gravel trench beds. Onsite Infiltration testing was performed by GeoResources, LLC on May 28, 2013 (see Appendix 13, Stormwater Infiltration Report, dated June 10, 2013). Test results from onsite sampling show the soils contain a cation exchange capacity between 16.4 and 22.2 milliequivalents (mEq)/100 grams dry soil (required minimum 5 mEq/100 grams), organic matter between 5.1 and 9.6 percent (required minimum 0.5 percent) and a measured onsite infiltration rate of 2 inches/hr (maximum allowed 12 inches/hr). Therefore the existing on -site soils qualify for enhanced water qualLty treatment and no soil amendment is necessary. = 29 - 0 According to the infiltration report, storm water infiltration rates were determined in accordance with the 2009 King County Surface Water Design Manual (KCSWDM) and Appendix C Section 2.6 for Permeable Pavement. After application of the appropriate formula the long term infiltration rate was determined to be 0.42 inches per hour. Due to - the high percentage of fines the long term design infiltration rate recommended by the report is 0.22 inches per hour (including the factor of safety). However, the southern portion of the site contains a higher percentage of fines; therefore the report recommends an approximate factor of safety of 4 which provides an infiltration rate of 0.11 inches per hour for Basin ID FWTH Bldg C. While the 0.22 inches per hour may be used for the rest of the project site. Utilizing the above mentioned infiltration rates and basins the porous asphalt road sections are as follows per the WWHM2012 calculations: Table 4.2.4 — Porous Asphalt Road Section Design Basin ID Porous Asphalt Thickness inches Choker Layer Thickness inches Reservoir Layer Thickness inches Bldg. A & B 4 2 25 Bldg. C 4 2 30 Private Drive 4 1 2 8 Assumptions utilized in the design of these paving sections include: 1. 15% pour space for the porous asphalt. 2. 35% pours space for the choker and reservoir layers. 3. Ponding depth of 0.1 foot (maximum). 4. Pavement slope of 1 %. Under the design as shown above it is anticipated that the porous asphalt and underlying reservoir layer will be able to stor and infiltrate 100% of the stormwater. All of the WWHM2012 calculations have been provided in Appendix A. kilt 4.3 Performance Standards (Part C) Storm drainage facilities for this project are designed in accordance with the current FWSWDM. Required performance standards are outlined below: Table 4.3.1 - Performance Standards Facility Flow Control Standard Water Quality Treatment Standard Porous Asphalt/ Level 2 (Conservation Enhanced Basic Water Infiltration Flow Control) Quality 4.4 Flow Control System (Part D) Conservation Flow Control is required for this project and is being mitigated for by the construction of porous asphalt and subsurface infiltration. All of the WWHM2012 calculations have been provided in Appendix A. 4.5 Water Quality System (Part E) Enhanced water quality treatment will be achieved by infiltrating 100% of the annual stormwater runoff from patios, and paving through porous asphalt into the subgrade below. Roof runoff will be conveyed to a roof downspout system which will direct the stormwater into the crushed stone reservoir located under the drive aisles, where it will be infiltrated back into the ground. Stormwater that does not infiltrate directly into the recreation spaces and landscape buffers will flow overland to yard drains where the stormwater will be infiltrated via gravel trench beds. Onsite Infiltration testing was performed by GeoResources, LLC on May 28, 2013 (see Appendix B, Stormwater Infiltration Report, dated June 10, 2013). Test results from onsite sampling show the soils contain a cation exchange capacity between 16.4 and 22.2 -31- j milliequivalents (mEq)/100 grams dry soil (required minimum 5 mEq/100 grams), 4 organic matter between 5.1 and 9.6 percent (required minimum 0.5 percent) and a measured onsite infiltration rate of 2 inches/hr (maximum allowed 12 inches/hr). Therefore the existing on -site soils gualify for enhanced water qualfty treatment and no soil amendment is necessary. All of the WWHM2012 calculations have been provided in Appendix A. 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The project is proposing no underground conveyance piping therefore no conveyance analysis has been provided. It is however, important to note that the project proposes to infiltrate 100% of the onsite stormwater utilizing porous asphalt. 6.0 SPECIAL REPORTS AND STUDIES Along with this preliminary storm drainage report (TIR) we are providing a Geotechnical Engineering Study and Stormwater Infiltration Report both prepared by GeoResources, ILLC. There are no other known special reports or studies. IThis drainage analysis and the future site construction documents will ultimately need to meet all the conditions of the project approval. 7.0 OTHER PERMITS Permits to be obtained prior to site development approval for the project include: JCommercial Site Development Permit — City of Federal Way • Right-of-way Use Permit — City of Federal Way • Multi -family Building Permit — City of Federal Way JThe following permits/entitlements exist for the project: • Use Process II Site Plan Review — City of Federal Way J -32- J • Water and Sewer Developer Extension Agreement — Lakehaven Water and Wastewater District Landscape plans, street light plans, and retaining wall design will all require approval as part of the engineering permit approval. No other known permits are required at this time. 8.0 TESC ANALYSIS AND DESIGN Site specific details and provisions for temporary erosion and sediment control (TESC) facilities are provided with the site improvement plans that accompany this TIR. The proposed facilities have been selected in accordance with FWSWDM standards. In addition to these site -specific TESC measures, the following general Best Management Practices (BMPs) for sediment control shall also be implemented: Measures Taken to Control Sediment: 1. Clearing Limits j Construction clearing limits fence or silt fence will be installed by the contractor along f the entire project corridor to prevent disturbance of project areas not designated for j construction. These fences will be installed prior to clearing and grading activities where J appropriate. J2. Cover Measures Temporary and permanent cover measures will be provided by the contractor to protect disturbed areas. Disturbed areas will be seeded and mulched to provide permanent cover measure and to reduce erosion within seven days, if those areas not scheduled for immediate work. J 3. Perimeter Protection J -33- J j The contractor will install silt fences as indicated on the drawings prior to any up slope J clearing, grading and trenching activities in order to reduce the transport of sediment offsite. 4. Traffic Area Stabilization Stabilized pads of quarry spalls will be installed by the contractor at all egress points from the project site as required to reduce the amount of sediment transported onto paved roads or other offsite areas by motor vehicles. 1 5. Sediment Retention Sediment retention will be provided by silt fencing and catch basin inlet protection at the locations and dimensions shown on the project drawings. 6. Surface Water Control Surface water control will include ditches, temporary culverts check dams, and/or other inlet and outlet protection as required and/or at the locations and dimensions shown on the drawings. - 1 7. Dust Control Water and/or street sweeping equipment will be used by the contractor to control dust emissions during construction operations as required. 8. Wet Season Requirements If soils are exposed during the period of October 1 to March 31, the contractor will mulch and seed or otherwise cover as much disturbed area as possible by the first week of October, in order to provide protective ground cover for the wet season. The contractor j will also conform to the following wet season special provisions: A. Apply cover measures to disturbed areas that are to remain unworked for more than two days. B. Protect stockpiles that are to remain unworked for more than 12 hours. No area is to be left uncovered/denuded longer than 12 hours during the winter months. C. Provide onsite stockpiles of cover materials sufficient to cover all disturbed areas. D. Seed all areas that are to be unworked during the wet season by the end of the first week of October. E. Apply mulch to all seeded areas for protection. E pP Y F. Provide onsite storage of 50 linear feet of silt fence (and the necessary stakes) for every acre of disturbed area. Straw bales are to be stockpiled onsite for use in an emergency. G. Provide construction road and parking lot stabilization areas for all sites. H. Provide additional sediment retention as required by the City of Federal Way Engineer. I. Provide additional surface water controls as required by the City of Federal Way i Engineer. J. Implement construction phasing and more conservative BMPs for construction activity near surface waters (to be evaluated). K. Review and maintain TESC measures on a weekly basis and within 24-hours after any runoff -producing event. 1 J 9. Sensitive Areas Restrictions 1 The project site lies in proximity to a Type 2S stream. The project also lies within an area that has a low susceptibility to ground water contamination. In accordance with current _ City of Federal Way standards, the project will not be subject to any additional sensitive area restrictions/requirements. The project does not require any disturbance of soils within steep slope or erosion hazard f `j areas. Construction shall be limited to the dry season (April 1 to September 30). If - 35 - J I I I I J weather or construction conditions result in erosion or sediment discharge, or if additional sensitive areas are identified during construction, the Contractor will install additional controls to meet the requirements of Section D.5.3, and as approved by the Engineer. 10. Maintenance Requirements All TESC measures will be maintained and reviewed on a regular basis following the standard maintenance requirements identified in the project drawings. A TESC supervisor will be designated by the contractor and the name, address and phone number of the TESC supervisor will be given to the City prior to the start of construction. A sign will be posted at the primary entrance to the project site identifying the TESC supervisor and his/her phone number. The TESC supervisor will inspect the site at least once a month during the dry season, weekly during the wet season, and within 24 hours of each runoff -producing storm. A standard TESC maintenance report will be used as a written record of all maintenance. The contractor will be responsible for phasing of erosion and sediment controls during construction so that they are coordinated with construction activities. The contractor will also be responsible for maintenance of temporary controls during construction, including removal of accumulated sediment, and for the removal of the controls and remaining accumulated sediment at the completion of construction. 11. Final Stabilization Prior to obtaining final construction approval, the site shall be stabilized, the structural ESC measures removed and drainage facilities cleaned. To obtain final construction approval, the following conditions must be met: All disturbed areas of the site should be vegetated or otherwise permanently stabilized in accordance with project BMPs. At a minimum, disturbed areas should be seeded and mulched to provide a high likelihood that sufficient cover will develop shortly after final -36- " 1 approval. The plans include erosion control notes and specifications for hydro -seeding and mulching disturbed areas. Structural measures such as silt fences, pipe slope drains, storm drain inlet protection and ? sediment traps shall be removed once the proposed improvements are complete and vegetated areas are stabilized. All permanent surface water facilities shall be cleaned z completely and restored to working order prior to removal of TESC facilities. Il I I j j 9.0 BOND QUANTITIES, FACILITY SUMMARIES & DECLARATION OF COVENANT 9.1 Bond Quantity Sheets Bond quantity sheets will be provided prior to engineering approval. -37- i 9.2 Flow Control and Water Quality Facility Summary Sheet and Sketch i Level 2 Flow Control and Enhanced Water Quality are required for this project. Low Impact Development (LID) Techniques are proposed to provide quantity and quality 1 mitigation. Porous pavement and infiltration have been proposed to provide mitigation. _ See the following for the stormwater facility summary sheet and sketch. The project is within the City of Federal Way designated Hylebos drainage basin. —3 s- KING COUNTY, WASHING'TON, SURFACE WATER DESIGN MANUAL STORMWATER FACILITY SUMMARY SHEET DDES Permit Number 1 (provide one Stormwater Facility Summary Sheet per Natural Discharge Location) Overview: Project Name Federal Way Townhomes Downstream Drainage Basins Major Basin Name Puyallup/White (WRIA 10) Immediate Basin Name Hylebos Creek Flow Control: Flow Control Facility Name/Number Infiltration Facility Location Onsite Date If none, Flow control provided in regional/shared facility (give location) No flow control required Exemption number General Facility Information: Type/Number of detention facilities: Type/Number of infiltration facilities: ponds ponds vaults tanks tanks 2 trenches 3 Porous Asphalt Control Structure Location N/A Type of Control Structure Porous Asphalt N/A Size of Orifice/Restriction: No. 1 No. 2 No. 3 No. 4 Flow Control Performance Standard 2009 Kin Number of Orifices/Restrictions Co SWDM/Federal Way Addendum to SWDM 2009 Surface Water Design Manual "3� 1/9/2009 KING COUNTY, WASHINGTON, SURFACE: WATER DESIGN MANUAL Live Storage Volume N/A Number of Acres Served Number of Lots 0.83 N/A Depth N/A Dam Safety Regulations (Washington State Department of Ecology) Reservoir Volume above natural grade N/A Depth of Reservoir above natural grade N/A Facility Summary Sheet Sketch Volume factor of Safety All detention, infiltration and water quality facilities must include a detailed sketch. (11 "x17" reduced size plan sheets may be used) 2009 Surface Water Design Manual +lq 1/9/2009 DRAINAGE NOTES I. PROOF OF UABIITY INSURANCE SHALL BE SLAVED TO THE MY PRIOR TO. OR AT, THE PRECONSTRUCTION MEEM z ALL PFE AND APPURMIAN= SHALL BE LM ON A PIMPLY PR✓EPMO FOLMOADON N AMORCIANCE WITH Mrw VMFICVTIORS THIS SHALL gala LEW ILOC AND WMPACifIC THE RLIINCH DOM, R( TOP OF FWWAIIDN MATMAL. AND REM10 PPE eECC G TO A WCFW DARE SO THAT THE ENTIRE PIPE IS SUPPORTD BY A UNIFORMLY DENSE LNNIDDNB BASE L ALL WE IN THE ROM THAT ➢5 N flt= OF WIN LI AIM WST BE RAN OR IENFA= AIL AL MONNLY. IF MOM TITAN 10C OF H IE PPE IS INSI ALED, THE PPE MUST BE WEOM 70 VOWY THE ACIMPITY OF THE Odit= S75SEM. THE WNRRWW MOLL PR KC A OOPI' OF THE YM TO THE CITY. 4. STORM PIE ALTO M PE W K HT O MAY STALL HAVE A WWIFAI CI11AM OF 12' (6' R&C R DIXIIIE I M PIPE WAY DE PERMITTED ON GLASS S'NEET LAMMS LESS THAH 66 FEET LOW, OtY TO AVOID MM CONFLICT OR MEET SHALLOW ONIENT AS APPROVED BY THE PUBLIC WORKS DEPATTYENT). 5 STEEL PPE SHALL IE GALVANIZED AND HAZE ASPHALT TREATMENT A OR BEFlFR OWE AND OUTSIDE 6. ALL DAANACE ST WIi,IURM SUCH AS CATCH BASMS AND KANMM HOT LOCATED WHIN A IRAVM ROADM'AY CR SIDEWALK SHALL HAVE SOLID MR& IDS. ALL Of"" S R)C1URES ASSOCIATED WITH A PMIAMENT WIENIIONAEIDEIION FACILITY SHALL HAVE SOLD LOCIONG LIDS. 7. ALL DRIVEWAY CULVERTS LOCATED }THIN THE RW-O)`-MY STALL HE OF SUFFICIENT LENGTH TO PWADE A MM 3:1 SSW FTNTM THE EDGE W TIE DRIIEM'AY TO TIE DOTTOM OF THE DITCH. CULVERTS SHALL HAVE DEED ETD SECTIONS 70 MATCH THE SIDE SLOPES. 0. P= FOR MUCH PRDTMM OF OITM CHANNELS AND STALE;; WIESE rmaM MW BE or SOLID MUM ROIL MM TO A DEPTH OF ONE HOOT AMP MUST MEET THE FOLLOW SPECITC, MM 4-9- ROCX/JW-0%PAMINQ Y-r RWVW,40X PAWK AND -Y RnAOK•/M PASSWi NSTALIAYM SHALL BE N Ad70ONKE NIH NCR$ OR AS MOM BY THE APPACVED RAINS MMED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE I=. 9. LOTS NOT APPROVED FOR NFLIRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (SLAB-OUTS)L STUD -OUTS SHALL CONFORM TO RE FOLLOWNR A EACH WILEY SOUL BE SATABLT LOCATED AT THE WHIST aMTOH ON THE LOT, SO AS TO SFRMCE All FIRM ROOF DOW*VIJLS AND FDCINC L'BAINK DRIVEWArN YARD GRAN' AND ANY OTTER SURFACE M SUB-SLIFACE LOANS NECESSARY TO IELDER THE TOTS SUITABLE FOR HEN INTENDED ULSTr EACH DITIET STALL HAYS FREE-ROWWIG POGM DRANAOE 70 AN APWOV4D ST0IMTATR COMVEYAM 5'YSIEL OR 1D AN APPROVED WWALL LOCATION. 0. CUTLETS ON EACH LOT SHALL BE LOCATED WITH A FlVE4W HIGH, 2 X 4 STAKE MARI® -STORK. THE STUB --OUT SNAIL EXTEND ADM SURFACE LEWD BE MSIBIE AND BE SECAFD W RE SINE. C. PPE MA'MAI. SHALL CONFORM TO 1ADE DRAIF SPECIFICATIONS DFSCAI ED N THE KOM AND, F NRhiETAUIC Ai PIPE SHALL MITAI N HIRE OR 000 AMIABLE OETECIION. D. ORAIAGE EASEMENTS ARE AECUIRED FOR DRAINAGE SYSTEMS DES1 O TO CONVEY ROWS THROUGH INDIVIDUAL LOTS E THE APPUCM:1/CON TRACTOR IS RE' .PCf Tz FLH ,^OCR"ATK THE LCFU) i5 OF ALL STUB -CHIT Cl.H4EYMRC£ LIPS MEIN RM--T TO 11E U7JTES UE I"OlER CAS, TFIERM TELEVISION} F. ALL INDIVIDUAL STUB-01FIS SHALL BE PRVAIFLY OWNED RD MAINTAINED BY 1HE LOT HOME004M STREET LJeMQ NOTES 1. DIE CONTRACIOR MILL ACWIi AH 31MW.J! MINI A W TIE CTIYS BULDNG OP/AIMW. IM FlECTRI A MWd1T SHALL DE HOPE N THE UWM DAY OF THE SERVICE CABINET. z LPW CONIPLE ION OF L1DFRsmw IWA LATO 07 POWER M POWER VµM.T OR POE TO SRMCE CABIET, OOIIRA U VEAL NOTIFY THE &AWOL DEPARTENT UPON FIFA aMIRICAL FEW APPNOYAL, CIE (!R=L INSPECTOR WILL PLACE AN APPROVAL TAO IETLT TO THE LEER RASE SO THAT DWWX SERVICE CAN BE AU1NOR ). 1 THE CONTRACTOR SHALL COORDINATE POWER SOINCE AND SERVICE LOCATION WITH THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL CONTACT 1HE UTILITIES IIDERGROID LOCATION CORER (1-BOo-424-5555) AT LEAST 3 DAIS BEFORE OGCNG 5. FELD ADNST POE BASES TO BE LEVEL WEIR SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 3-43} & LOCALE LIGHT POLES SO THAT RE POLE IS A MINIMUM OF SIX (6) FEET BBWD THE FACE a CIDW. AID THE WRIAIE EX M TWO (2) FEET BEY" TIE FACE OF APB. UCKT POLES SHALL NOT Be LOCATED WT IN THE SIDEWALK POLL BASS MY BE LOCATD WITHIN THE SIDEWALK ONLY WITH CITY APPROVAL. 7. AWFICH BOXES SHALL BE LOCATED DEWD THE SIDEWALK NO WITHIN FIVE (5) FRET OF THE POLE. & MM MALL BE M UE IWT PIG UNDER ALL STREET AND DRIWMY CROSSINGS. SCHEDULE 40 PC GCNDTXT IS AO=gABLE OW L NDSCIM AREA. S. MCUMT Y FOLLOWING Wk P=11011 OF DE SIFIET LICET SMN BY HNC COUNTY, ALL SOQT WET SYSTN r`DOIES SHALL Be SPOT IUM ONT USNC A P1110 ON OPPOSITE CORERS FEDERAL WAY TOWNHOMES A PORTION OF SW V4 OF SEC.10, TWP. 21N, ROE. 4E WILLAIMETTE MERIDIAN, KING COUNTY, WASHINGTON I I I ( ! 1 I ] I I I I FXISIMIO AG PAVF7fM 70 RF�AMI I N 1 �i DITCH WIC iN IEI (WIDG A k B iERS I.E- 369-68' I.C. 369.42' HBffv 36" CMP I / WRFX STk 2249675 AIE DRI -- --------------------STk 12+W..75 S M10 L FINE HYI / DISIINC AG PA1E101T,o ff OEgI+11lB 11 — — —fin 1— — -- — / 1AFP m RAMP. ADA I TT7\VW VV VI W ,w.l �Iw REMOVE I MIL AS ---EX. STORM CB RIM ELEV.=373.20' IE(N) 359.66', IHTCMP STORM M.H.-- RIM ELLV,=37164' IE N36BSN; ]6YwP J IE(SE) 35976'• 18"CMP 1136827. -Ift: iE W) 36&64', IBbM CALHOER•EASY RSDL lRgECT� AND WIRR SMO XFW DC HID. F-------- - -- - I I I I I I 1 I I 1 �ASPHILY "m 5701E I PER OETAL � II AND PRVAIE M" ON SHEET CS L-------------�� INSTALL COKfE1T: am am—, AT ALL DO INSPO l LOCAWL I 5 1 ROBE DDW OPWIS 10 GAM 1 DIM POROUS AMWLT / O1ti OYMAL) A vecw 24'M X 1.75b IIPLIRATTOH RB101 WIN r FEET PPE PLR HEAL OVEVW 100-YEAR 1FFNO1 I Dam= O]OlT OdHOEIE CUB PER 0" DWG W 1 FROPM POROUS I PRL>POff.IIIPOROLS A�HPLi 1ITIR SIDE AE11R'101lER PER OETAL n '\ AND PNV W: MWJI ON SHEET iM \ SS = SS - -3sa_ - s\I I I ! ! 3 1 X • ~� YS'3 �w 3 F47B � 4 TS H FF (V377.0 POROUS A . f•:�r •ri.•:. r.. •f%i �tb � \ J UNiTT FF I :ARAGE4, 377.0 I TO f 2 F IFJ74.0 I i Y u�' I S � I QU I GRAPHIC SCALE i (IM MT) L inch - 20 It BENCH MARK • � -� ati£ BTEn6lAlac HAw N+6 TIE TOP OF THE BASES MOIIIDT ,lr TEE INTERSECTION OF SCURF 33314E STREET AND 24TH AVFEAE 97M IS M 79 NAVD IL VERTICAL DATUM; CONVERTED TO NBW 29 USING NATIONAL. su .aLe Rmwx SUTi"(LAGS) VER7CON WEBSIM PJIW 10% OONVFRSCN Is N,AW Aa - M - SINE B09MARH: - RMr AID 1IRID1 SEI w THE TOP OF M BRASS MONUMENT AT THE INTERSECTION - F0t On DM0. M 3-4 OF SOUTH 3330 SIRFET AND 24DI AVENUE SOUTH - l1D 3TSLCS . 373.2S HAW 29 � C PAINTED STOP HIE PER CO'W OK TD, fm k STOP MEAL POI OIM OFR HO& 3-03 AED 3.54 I ONDfT DOIONETE offim ALIVE SER.m PER on Owl. N06 3--4 � 14 V WIm TURN bm EleaL SITE NiPERVIOUS StIRFACE AREAS rI 1) E765100: 6.329 SF DEVELOPED: 11,073 SF ! •/ 7,S00 SF POROUS ASPHALT - OUARITTIES WRIUDE FIDO'a SIDLMALKS. ROAD WWAM NO DKAMYS LOCATED 1tTO THE 511E PROPERTY BOINDARIM ' •I .J'•r ■ IXAW DR mY SECIAN �..� f PDL OWN DWG 140.214 rr.(I WA 3 P tMI SHE i.4m6 m If SE OEM CONXIE SIOEI" R "II OW€ NCI. 3-12. WITH TURN Om DHOW. IWTEAR OVDIIOW f ROUE 247N AVE S _Y' / •: 4 • : J - i' PROPM At PAVBEIIT CEMENT CgIL m HEATHER M SMDOM PER 0" DMG Inx _ C WIDE BY 1' INN ASPHALT BERM CL O k mm DRVEMY SL'DON LI NOTES: 1. AC PAKMENT AND FENCE ASSOGA70 MIN THE E)USTI4G PRIVATE DRIVE AND LOCA7E0 WINN THE STATES RION7-OF-WAY FOR HNMZSTA TE 5 (1-5) MAY BE RLMOWD ONLY WM PRACV4 APPROVAL OF THE WASNNGFCM STATE AEFARRIENT QF "SPORTARDN (HSTOT). NO MORON SNAIL 0=0 MIHN THE 1-45 ELECT. T -OF WAY NIFIOUF THE APPROVAL OF WSDOT. z ALL NWNC SHOWN ON THIS FLAN OR 07HERMSE NECESSARY M cwLm Km H Fum wskir (INTERSTATE 5) mw-OF WAY SFIAUL REQUIRE ODOAAMIM AND APPROVAL BY NWOT UNDER SEPARATE PERMIT. DINNER OR CONTRACTOR SHALL SECURE ANY NECESSARY WSDOT PERAMTS PRIOR TO MORIC 107HAV THE IN7E3?STATE 5 RIGHT-OF-WAY. CALL 48 HOURS BEFORE YOU DIG DIAL 811 PERMIT NO. 13— —= EN DATE mw 9.3 Declaration of Covenant Covenant will be recorded prior to engineering plan approval. -42- J I 1 10.0 MAINTENANCE AND OPERATIONS MANUAL The storm drainage facilities for the proposed Federal Way Townhomes project include porous asphalt. Since the proposed storm drainage system is private maintenance will be the responsibility of the owner. Maintenance checklists will be provided during the formal engineering plan review. APPENDIX A Stormwater Calculations WWHM2012 PROJECT REPORT Project Name: FWTH Bldg A-B Site Name: FW Townhomes Site Address: 2245 S 333rd St City : Federal Way Report Date: 7/15/2013 Gage : Seatac Data Start : 1948/10/01 Data End : 2009/09/30 Precip Scale: 1.00 Version : 2013/06/06 Low Flow Threshold for POC 1 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year Hourly Time -step PREDEVELOPED LAND USE Name : Basin 1 Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .17 Pervious Total 0.17 Impervious Land Use Acres Impervious Total 0 Basin Total 0.17 JElement Flows To: Surface Interflow JMITIGATED LAND USE Name Bldg A and B Roofs I J Bypass: No Groundwater GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROOF TOPS FLAT 0.1118 Impervious Total 0.1118 Basin Total 0.1118 Element Flows To: Surface Gravel'Trench Bed 1 Interflow Name : Porous Asphalt Bypass: No GroundWater: No Pervious Land Use Acres C, Lawn, Flat .0638 Pervious Total 0.0638 Impervious Land Use Acres Impervious Total 0 Basin Total 0.0638 Groundwater Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 Name Gravel Trench Bed 1 Bottom Length: 70.00 ft. Bottom Width: 24.00 ft. Trench bottom slope 1: 0.00001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 0.33 Pour Space of material for first layer: 0.15 Material thickness of second layer: 0.17 Pour Space of material for second layer: 0.35 Material thickness of third layer: 2.1 Pour Space of material for third layer: 0.35 Infiltration On Infiltration rate: 0.44 Infiltration safety factor: 0.5 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.038 0.000 0.000 0.000 0.0289 0.038 0.000 0.000 0.008 0.0578 0.038 0.000 0.000 0.008 0.0867 0.038 0.000 0.000 0.008 0.1156 0.038 0.000 0.000 0.008 0.1444 0.038 0.000 0.000 0.008 0.1733 0.038 0.001 0.000 0.008 0.2022 0.038 0.001 0.000 0.008 0.2311 0.038 0.001 0.000 0.008 0.2600 0.038 0.001 0.000 0.008 0.2889 0.038 0.001 0.000 0.008 0.3178 0.038 0.001 0.000 0.008 0.3467 0.038 0.002 0.000 0.008 0.3756 0.038 0.002 0.000 0.008 0.4044 0.038 0.003 0.000 0.008 0.4333 0.038 0.003 0.000 0.008 0.4622 0.038 0.003 0.000 0.008 0.4911 0.038 0.004 0.000 0.008 0.5200 0.038 0.004 0.000 0.008 0.5489 0.038 0.005 0.000 0.008 0.5778 0.038 0.005 0.000 0.008 0.6067 0.038 0.005 0.000 0.008 0.6356 0.038 0.006 0.000 0.008 0.6644 0.038 0.006 0.000 0.008 0.6933 0.038 0.006 0.000 0.008 0.7222 0.038 0.007 0.000 0.008 0.7511 0.038 0.007 0.000 0.008 0.7800 0.038 0.008 0.000 0.008 0.8089 0.038 0.008 0.000 0.008 0.8378 0.038 0.008 0.000 0.008 0.8667 0.038 0.009 0.000 0.008 0.8956 0.038 0.009 0.000 0.008 0.9244 0.038 0.010 0.000 0.008 0.9533 0.038 0.010 0.000 0.008 0.9822 0.038 0.010 0.000 0.008 1.0111 0.038 0.011 0.000 0.008 1.0400 0.038 0.011 0.000 0.008 1.0689 0.038 0.012 0.000 0.008 1.0978 0.038 0.012 0.000 0.008 1.1267 0.038 0.012 0.000 0.008 1.1556 0.038 0.013 0.000 0.008 1.1844 0.038 0.013 0.000 0.008 1.2133 0.038 0.013 0.000 0.008 1.2422 0.038 0.014 0.000 0.008 1.2711 0.038 0.014 0.000 0.001 1.3000 0.038 0.015 0.000 0.008 1.3289 0.038 0.015 0.000 0.008 1.3578 0.038 0.015 0.000 0.008 1.3867 0.038 0.016 0.000 0.008 1.4156 0.038 0.016 0.000 0.008 1.4444 0.038 0.017 0.000 0.008 1.4733 0.038 0.017 0.000 0.008 1.5022 0.038 0.017 0.000 0.008 1.5311 0.038 0.018 0.000 0.008 1.5600 0.038 0.018 0.000 0.008 1.5889 0.038 0.019 0.000 0.008 1.6178 0.038 0.019 0.000 0.008 1.6467 0.038 0.019 0.000 0.008 1.6756 0.038 0.020 0.000 0.008 i 1.7044 0.038 0.020 0.000 0.008 1.7333 0.038 0.020 0.000 0.008 1.7622 0.038 0.021 0.000 0.008 1.7111 0.038 0.021 0.000 0.008 1.8200 0.038 0.022 0.000 0.008 1.8489 0.038 0.022 0.000 0.008 1.8778 0.038 0.022 0.000 0.008 1.9067 0.038 0.023 0.000 0.008 1.9356 0.038 0.023 0.000 0.008 1.9644 0.038 0.024 0.000 0.008 1.9933 0.038 0.024 0.000 0.008 2.0222 1 0.038 0.024 0.000 0.008 2.0511 0.038 0.025 0.000 0.008 2.0800 0.038 0.025 0.000 0.008 j 2.1089 0.038 0.026 0.000 0.008 JI 2.1378 0.038 0.026 0.000 0.008 2.1667 0.038 0.026 0.000 0.008 2.1956 0.038 0.027 0.000 0.008 2.2244 0.038 0.027 0.000 0.008 2.2533 0.038 0.028 0.000 0.008 2.2822 0.038 0.028 0.000 0.008 2.3111 0.038 0.028 0.000 0.008 2.3400 0.038 0.029 0.000 0.008 2.3689 0.038 0.029 0.000 0.008 2.3978 0.038 0.029 0.000 0.008 2.4267 0.038 0.030 0.000 0.008 .� 2.4556 0.038 0.030 0.000 0.008 2.4844 0.038 0.031 0.000 0.008 2.5133 0.038 0.031 0.000 0.008 1 2.5422 0.038 0.031 0.000 0.008 yl 2.5711 0.038 0.032 0.000 0.008 ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.17 Total Impervious Area:O Mitigated Landuse Totals for POC #1 Total Pervious Area:0.0638 Total Impervious Area:0.1118 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.009253 5 year 0.015318 10 year 0.02005 25 year 0.026829 50 year 0.03246 100 year 0.038589 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.0318 5 year 0.0409 10 year 0.0474 25 year 0.0559 50 year 0.0627 100 year 0.0697 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.011 0.000 1950 0.028 0.000 1951 0.014 0.000 1952 0.006 0.000 1953 0.005 0.000 1954 0.008 0.000 1955 0.011 0.000 1956 0.011 0.000 1957 0.012 0.000 1958 0.007 0.000 1959 0.006 0.000 1960 0.013 0.000 r 1961 0.007 0.000 1962 0.004 0.000 �l 1963 0.007 0.000 1964 0.008 0.000 1965 0.006 0.000 _.� 1966 0.007 0.000 1967 0.013 0.000 1968 0.009 0.000 1969 0.007 0.000 1970 0.007 0.000 ` 1971 0.008 0.000 1972 0.017 0.000 1973 0.006 0.000 1974 0.008 0.000 I 1975 0.014 0.000 1976 0.008 0.000 1977 0.003 0.000 1978 0.009 0.000 1979 0.004 0.000 1980 0.011 0.000 1 1981 0.010 0.000 1982 0.020 0.000 1983 0.008 0.000 1984 0.008 0.000 1985 0.004 0.000 1986 0.015 0.000 1987 0.013 0.000 1988 0.005 0.000 1 1989 0.004 0.000 1990 0.029 0.000 1991 0.024 0.000 1992 0.007 0.000 1993 0.006 0.000 1994 0.003 0.000 1995 0.008 0.000 1996 0.018 0.000 1997 0.013 0.000 1998 0.009 0.000 1999 0.020 0.000 2000 0.010 0.000 2001 0.002 0.000 2002 0.012 0.000 2003 1 0.010 0.000 2004 0.027 0.000 2005 0.009 0.000 2006 0.010 0.000 2007 0.040 0.000 2008 0.024 0.000 2009 0.013 0.000 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 JI Rank Predeveloped Mitigated 1 0.0403 0.0000 2 0.0292 0.0000 3 0.0279 0.0000 4 0.0267 0.0000 5 0.0240 0.0000 6 0.0240 0.0000 7 0.0204 0.0000 8 0.0203 0.0000 9 0.0181 0.0000 10 0.0175 0.0000 11 0.0147 0.0000 12 0.0144 0.0000 13 0.0143 0.0000 14 0.0134 0.0000 15 0.0134 0.0000 16 0.0130 0.0000 17 0.0129 0.0000 18 0.0128 0.0000 19 0.0122 0.0000 20 0.0118 0.0000 21 0.0113 0.0000 22 0.0110 0.0000 23 0.0108 0.0000 24 0.0106 0.0000 25 0.0103 0.0000 26 0.0102 0.0000 27 0.0099 0.0000 28 0.0096 0.0000 29 0.0092 0.0000 30 0.0088 0.0000 31 0.0087 0.0000 32 0.0086 0.0000 33 0.0084 0.0000 34 0.0082 0.0000 35 0.0081 0.0000 36 0.0080 0.0000 37 0.0080 0.0000 38 0.0080 0.0000 39 0.0076 0.0000 40 0.0076 0.0000 41 0.0075 0.0000 42 0.0075 0.0000 43 0.0-074 0.0000 44 0.0073 0.0000 45 0.0072 0.0000 46 0.0072 0.0000 47 0.0070 0.0000 48 0.0064 0.0000 49 0.0061 0.0000 50 0.0061 0.0000 51 0.0057 0.0000 52 0.0057 0.0000 53 0.0051 0.0000 54 0.0046 0.0000 55 0.0042 0.0000 56 0.0042 0.0000 57 0.0038 0.0000 58 0.0036 0.0000 59 0.0030 0.0000 60 0.0027 0.0000 61 0.0025 0.0000 Stream Protection Duration POC #1 The Facility PASSED The Facility PASSED. '+ Flow(cfs) Predev Mit Percentage Pass/Fail 0.0046 2421 0 0 Pass 0.0049 2091 0 0 Pass 0.0052 1814 0 0 Pass 0.0055 1555 0 0 Pass 0.0058 1360 0 0 Pass 0.0060 1192 0 0 Pass 0.0063 1038 0 0 Pass 0.0066 910 0 0 Pass 0.0069 801 0 0 Pass 0.0072 698 0 0 Pass 1 0.0074 616 0 0 Pass 1 0.0077 548 0 0 Pass 0.0080 491 0 0 Pass 0.0083 432 0 0 Pass 0.0086 393 0 0 Pass 0.0088 348 0 0 Pass 0.0091 318 0 0 Pass 0.0094 290 0 0 Pass 0.0097 254 0 0 Pass 0.0100 224 0 0 Pass 0.0102 200 0 0 Pass 0.0105 173 0 0 Pass 0.0108 154 0 0 Pass 0.0111 133 0 0 Pass 0.0114 120 0 0 Pass 0.0117 109 0 0 Pass 0.0119 99 0 0 Pass 0.0122 88 0 0 Pass 0.0125 80 0 0 Pass 0.0128 72 0 0 Pass 0.0131 65 0 0 Pass 0.0133 58 0 0 Pass 0.0136 54 0 0 Pass 1 0.0139 53 0 0 Pass 0.0142 48 0 0 Pass 0.0145 42 0 0 Pass i 0.0147 41 0 0 Pass, 0.0150 40 0 0 Pass 0.0153 38 0 0 Pass 0.0156 37 0 0 Pass 0.0159 36 0 0 Pass 0.0162 33 0 0 Pass 0.0164 33 0 0 Pass 0.0167 31 0 0 Pass 0.0170 30 0 0 Pass 0.0173 30 0 0 Pass 0.0176 28 0 0 Pass 0.0178 26 0 0 Pass 0.0181 24 0 0 Pass -1 0.0184 22 0 0 Pass 0.0187 21 0 0 Pass 0.0190 20 0 0 Pass 0.0192 20 0 0 Pass 0.0195 20 0 0 Pass 0.0198 19 0 0 Pass 0.0201 18 0 0 Pass 0.0204 17 0 0 Pass 0.0207 14 0 0 Pass 0.0209 13 0 0 Pass 0.0212 13 0 0 Pass 0.0215 13 0 0 Pass I 0.0218 13 0 0 Pass 0.0221 12 0 0 Pass rl 0.0223 12 0 0 Pass 0.0226 12 0 0 Pass )I 0.0229 11 0 0 Pass 0.0232 10 0 0 Pass 1 0.0235 10 0 0 Pass ` 0.0237 9 0 0 Pass 0.0240 8 0 0 Pass i 0.0213 7 0 0 Pass I0.0246 7 0 0 Pass 0.0249 7 0 0 Pass 0.0252 7 0 0 Pass 1 0.0254 7 0 0 Pass 1 0.0257 6 0 0 Pass 0.0260 6 0 0 Pass 0.0263 6 0 0 Pass 0.0266 5 0 0 Pass 0.0268 3 0 0 Pass 0.0271 3 0 0 Pass 0.0274 3 0 0 Pass 0.0277 3 0 0 Pass 0.0280 2 0 0 Pass 0.0282 2 0 0 Pass 0.0285 2 0 0 Pass 0.0288 2 0 0 Pass 0.0291 2 0 0 Pass 0.0294 1 0 0 Pass 0.0296 1 0 0 Pass 0.0299 1 0 0 Pass 0.0302 1 0 0 Pass 1 0.0305 1 0 0 Pass J 0.0308 1 0 0 Pass 0.0311 1 0 0 Pass 0.0313 0.0316 1 1 0 0 0 0 Pass Pass 0.0319 1 0 0 Pass 0.0322 1 0 0 Pass 0.0325 1 0 0 Pass ..j Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet _ On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. WWHM2012 PROJECT REPORT Project Name: FWTH Bldg C Site Name: FW Townhomes Site Address: 2245 S 333rd St City : Federal Way Report Date: 7/15/2013 Gage : Seatac Data Start : 1948/10/01 00:00 Data End : 2009/09/30 00:00 Precip Scale: 1.00 Version : 2013/06/06 Low Flow Threshold for POC 1 : 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year Hourly Time -step PREDEVELOPED LAND USE Name : Basin Bldg C Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .055 Pervious Total 0.055 Impervious Land Use Acres Impervious Total 0 Basin Total 0.055 Element Flows To: Surface MITIGATED LAND USE Interflow Name : Gravel Trench Bed 1 Bottom Length: 32.00 ft. Bottom Width: 20.00 ft. Groundwater Trench bottom slope 1: 0.00003. To ]. Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 0.33 Pour Space of material for first layer: 0.15 Material thickness of second layer: 0.17 Pour Space of material for second layer: Material thickness of third layer: 2.5 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 0.44 Infiltration safety factor: 0.25 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 ap Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volu_me(ac-ft) Discharge(cfs) Intilt(cfs)_ 0.0000 0.014 0.000 0.000 0.000 0.0333 0.014 0.000 0.000 0.001 0.0667 0.014 0.000 0.000 0.001 0.1000 0.014 0.000 0.000 0.001 0.1333 0.014 0.000 0.000 0.001 0.1667 0.014 0.000 0.000 0.001 0.2000 0.014 0.000 0.000 0.001 0.2333 0.014 0.000 0.000 0.001 0.2667 0.014 0.000 0.000 0.001 0.3000 0.014 0.000 0.000 0.001 0.3333 0.014 0.000 0.000 0.001 0.3667 0.014 0.001 0.000 0.001 0.4000 0.014 0.001 0.000 0.001 0.4333 0.014 0.001 0.000 0.001 0.4667 0.014 0.001 0.000 0.001 0.5000 0.014 0.001 0.000 0.001 0.5333 0.014 0.001 0.000 0.001 0.5667 0.014 0.002 0.000 0.001 0.6000 0.014 0.002 0.000 0.001 0.6333 0.014 0.002 0.000 0.001 0.6667 0.014 0.002 0.000 0.001 0.7000 0.014 0.002 0.000 0.001 0.7333 0.014 0.002 0.000 0.001 0.7667 0.014 0.003 0.000 0.001 0.8000 0.014 0.003 0.000 0.001 0.8333 0.014 0.003 0.000 0.001 0.8667 0.014 0.003 0.000 0.001 0.9000 0.014 0.003 0.000 0.001 0.9333 0.014 0.003 0.000 0.001 0.9667 0.014 0.004 0.000 0.001 1.0000 0.014 0.004 0.000 0.001 1.0333 0.014 0.004 0.000 0.001 I 1.0667 0.014 0.004 0.000 0.001 1.1000 0.014 0.004 0.000 0.001 1.1333 0.014 0.004 0.000 0.001 1.1667 0.014 0.005 0.000 0.001 1.2000 0.014 0.005 0.000 0.001 1.2333 0.014 0.005 0.000 0.001 1.2667 0.014 0.005 0.000 0.001 1.3000 0.014 0.005 0.000 0.001 1.3333 0.014 0.006 0.000 0.001 1.3667 0.014 0.006 0.000 0.001 1.4000 0.014 0.006 0.000 0.001 1.4333 0.014 0.006 0.000 0.001 1.4667 0.01.4 0.006 0.000 0.001 1.5000 0.014 0.006 0.000 0.001 1.5333 0.014 0.007 0.000 0.001 1.5667 0.014 0.007 0.000 0.001 1.6000 0.014 0.007 0.000 0.001 1.6333 0.014 0.007 0.000 0.001 1.6667 0.014 0.007 0.000 0.001 1.7000 0.014 0.007 0.000 0.001 1 1.7333 0.014 0.008 0.000 0.001 1.7667 0.014 0.008 0.000 0.001 1.8000 0.014 0.008 0.000 0.001 i 1.8333 0.014 0.008 0.000 0.001 1.8667 0.014 0.008 0.000 0.001 1.9000 0.014 0.008 0.000 0.001 1.9333 0.014 0.009 0.000 0.001 1.9667 0.014 0.009 0.000 0.001 2.0000 0.014 0.009 0.000 0.001 2.0333 0.014 0.009 0.000 0.001 2.0667 0.014 0.009 0.000 0.001 2.1000 0.014 0.009 0.000 0.001 2.1333 0.014 0.010 0.000 0.001 2.1667 0.014 0.010 0.000 0.001 2.2000 0.014 0.010 0.000 0.001 2.2333 0.014 0.010 0.000 0.001 2.2667 0.014 0.010 0.000 0.001 2.3000 0.014 0.010 0.000 0.001 2.3333 0.014 0.011 0.000 0.001 -a 2.3667 0.014 0.011 0.000 0.001 2.4000 0.014 0.011 0.000 0.001 2.4333 0.014 0.011 0.000 0.001 2.4667 0.014 0.011 0.000 0.001 -i 2.5000 0.014 0.012 0.000 0.001 2.5333 0.014 0.012 0.000 0.001 2.5667 0.014 0.012 0.000 0.001 f 2.6000 0.014 0.012 0.000 0.001 2.6333 0.014 0.012 0.000 0.001 2.6667 0.014 0.012 0.000 0.001 f 2.7000 0.014 0.013 0.000 0.001 -} 2.7333 0.014 0.013 0.000 0.001 2.7667 0.014 0.013 0.000 0.001 1 2.8000 0.014 0.013 0.000 0.001 2.8333 0.014 0.013 0.000 0.001 2.8667 0.014 0.013 0.000 0.001 2.9000 0.014 0.014 0.000 0.001 2.9333 0.014 0.014 0.000 0.001 2.9667 0.014 3.0000 0.014 Name Bldg C Roof Bypass: No Groundwater: No Pervious Land Use Pervious Total Imeryious Land Use ROOF TOPS FLAT Impervious Total Basin Total 0.014 0.000 0.001 0.014 0.000 0.001 Acres 0 0.0328 0.0328 0.0328 Element Flows To: Surface Interflow Gravel Trench Bed 1 Name : Porous Asphalt Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .022 Pervious Total 0.022 Impervious Land Use Acres Impervious Total 0 Basin Total 0.022 Groundwater Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.055 Total Impervious Area:0 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.022 Total Impervious Area:0.0328 Flow Frequency Return Periods for Return Period F1ow(cfs) 2 year 0.002994 5 year 0.004956 10 year 0.006487 25 year 0.00868 50 year 0.010502 100 year 0.012485 Flow Frequency Return Return Period 2 year 5 year 10 year 25 year 50 year 100 year Predeveloped. POC #1 Periods for Un-Mitigated Flow (cfs) 0.0095 0.0123 0.0142 0.0169 0.0189 0.0211 POC #1 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.003 0.000 1950 0.009 0.000 1951 0.005 0.000 1952 0.002 0.000 1953 0.001 0.000 1954 0.003 0.000 1955 0.004 0.000 1956 0.004 0.000 1957 0.004 0.000 1958 0.002 0.000 1959 0.002 0.000 1960 0.004 0.000 1961 0.002 0.000 1962 0.001 0.000 1963 0.002 0.000 1964 0.003 0.000 1965 0.002 0.000 1966 0.002 0.000 1967 0.004 0.000 196E 0.003 0.000 1969 0.002 0.000 1970 0.002 0.000 1971 0.003 0.000 1972 0.006 0.000 1973 0.002 0.000 1974 0.003 0.000 1975 0.005 0.000 1976 0.003 0.000 1977 0.001 0.000 1978 0.003 0.000 1979 0.001 0.000 1980 0.004 0.000 1981 0.003 0.000 1982 0.007 0.000 1983 0.003 0.000 1984 0.002 0.000 1985 0.001 0.000 1986 0.005 0.000 1987 0.004 0.000 1988 0.002 0.000 1989 0.001 0.000 1990 0.009 0.000 1991 0.008 0.000 1992 0.002 0.000 1993 0.002 0.000 1994 0.001 0.000 1995 0.002 0.000 1996 0.006 0.000 1997 0.004 0.000 1998 0.003 0.000 1999 0.007 0.000 2000 0.003 0.000 2001 0.001 0.000 2002 0.004 0.000 2003 0.003 0.000 2004 0.009 0`.000 2005 0.003 0.000 2006 0.003 0.000 2007 0.013 0.000 2008 0.008 0.000 2009 0.004 0.000 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0130 0.0000 2 0.0095 0.0000 3 0.0090 0.0000 4 0.0086 0.0000 5 0.0078 0.0000 6 0.0078 0.0000 7 0.0066 0.0000 8 0.0066 0.0000 9 0.0059 0.0000 10 0.0057 0.0000 11 0.0048 0.0000 12 0.0047 0.0000 13 0.0046 0.0000 14 0.0043 0.0000 15 0.0043 0.0000 16 0.0042 0.0000 17 0.0042 0.0000 18 0.0041 0.0000 19 0.0040 0.0000 20 0.0038 0.0000 21 0.0036 0.0000 22 0.0036 0.0000 23 0.0035 0.0000 24 0.0034 0.0000 25 0.0033 0.0000 26 0.0033 0.0000 27 0.0032 0.0000 28 0.0031 0.0000 29 0.0030 0.0000 30 0.0029 0.0000 31 0.0028 0.0000 32 0.0028 0.0000 33 0.0027 0.0000 34 0.0027 0.0000 35 0.0026 0.0000 36 0.0026 0.0000 37 0.0026 0.0000 38 0.0026 0.0000 39 0.0024 0.0000 40 0.0024 0.0000 41 0.0024 0.0000 42 0.0024 0.0000 43 0.0024 0.0000 44 0.0023 0.0000 45 0.0023 0.0000 46 0.0023 0.0000 47 0.0023 0.0000 48 0.0021 0.0000 49 0.0020 0.0000 50 0.0020 0.0000 51 0.0018 0.0000 52 0.0018 0.0000 53 0.0017 0.0000 54 0.0015 0.0000 55 0.0014 0.0000 56 0.0014 0.0000 57 0.0012 0.0000 58 0.0012 0.0000 59 0.0010 0.0000 60 0.0009 0.0000 j 61 0.0008 0.0000 Stream Protection Duration POC #1 The Facility PASSED I I I 11 The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0015 2420 0 0 Pass 0.0016 2092 0 0 Pass 0.0017 1816 0 0 Pass 0.0018 1557 0 0 Pass 0.0019 1361 0 0 Pass 0.0020 1193 0 0 Pass 0.0020 1038 0 0 Pass 0.0021 911 0 0 Pass 0.0022 801 0 0 Pass 0.0023 698 0 0 Pass 0.0024 616 0 0 Pass 0.0025 548 0 0 Pass 0.0026 492 0 0 Pass 0.0027 432 0 0 Pass 0.0028 393 0 0 Pass 0.0029 348 0 0 Pass 0.0030 318 0 0 Pass 0.0030 290 0 0 Pass 0.0031 254 0 0 Pass 0.0032 224 0 0 Pass 0.0033 199 0 0 Pass 0.0034 173 0 0 Pass 0.0035 154 0 0 Pass 0.0036 133 0 0 Pass 0.0037 119 0 0 Pass 0.0038 109 0 0 Pass 0.0039 99 0 0 Pass 0.0040 88 0 0 Pass 0.0040 80 0 0 Pass 0.0041 71 0 0 Pass 0.0042 65 0 0 Pass 0.0043 58 0 0 Pass 0.0044 54 0 0 Pass 0.0045 53 0 0 Pass 0.0046 48 0 0 Pass 0.0047 42 0 0 Pass 0.0048 41 0 0 Pass 0.0049 40 0 0 Pass 0.0050 38 0 0 Pass 0.0050 37 0 0 Pass 0.0051 36 0 0 Pass 0.0052 33 0 0 Pass 0.0053 33 0 0 Pass 0.0054 31 0 0 Pass 0.0055 30 0 0 Pass j i 0.0056 30 0 0 Pass 0.0057 28 0 0 Pass 0.0058 26 0 0 Pass 0.0059 24 0 ❑ Pass 0.0060 22 0 ❑ Pass 0.0060 21 0 0 Pass 0.0061 20 0 0 Pass 0.0062 20 0 0 Pass 0.0063 20 0 0 Pass 0.0064 19 0 0 Pass 0.0065 18 0 0 Pass 0.0066 17 0 0 Pass 0.0067 14 0 0 Pass 0.0068 13 0 0 Pass 0.0069 13 0 0 Pass 0.0070 13 0 0 Pass 0.0070 13 0 0 Pass 0.0071 12 0 0 Pass 0.0072 12 0 0 Pass 0.0073 12 0 0 Pass 0.0074 11 0 0 Pass 0.0075 10 0 0 Pass 0.0076 10 0 0 Pass 0.0077 9 0 0 Pass 0.0078 8 0 0 Pass 0.0079 7 0 0 Pass 0.0080 7 0 0 Pass 0.0080 7 0 0 Pass 0.0081 7 0 0 Pass 0.0082 7 0 0 Pass 0.0083 6 0 0 Pass 0.0084 6 0 0 Pass 0.0085 6 0 0 Pass 0.0086 5 0 0 Pass 0.0087 3 0 0 Pass 0.0088 3 0 0 Pass 0.0089 3 0 0 Pass 0.0090 3 0 0 Pass 0.0090 2 0 0 Pass 0.0091 2 0 0 Pass 0.0092 2 0 0 Pass 0.0093 2 0 0 Pass 0.0094 2 0 0 Pass 0.0095 1 0 0 Pass 0.0096 1 0 0 Pass 0.0097 1 0 0 Pass 0.0098 1 0 0 Pass 0.0099 1 0 0 Pass 0.0100 1 0 0 Pass 0.0100 1 0 0 Pass 0.0101 1 0 0 Pass 0.0102 1 0 0 Pass 0.0103 1 0 0 Pass 0.0104 1 0 0 Pass 0.0105 1 0 0 Pass J ` Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. I Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. WWHM2012 PROJECT REPORT Project Name: FWTH PriRoad Site Name: FW Townhomes Site Address: 2245 S 333rd St City : Federal Way Report Date: 7/15/2013 Gage : Seatac Data Start : 1948/10/01 00:00 Data End : 2009/09/30 00:00 Precip Scale: 1.00 Version : 2013/06/06 Low Flow Threshold for POC 1 : 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year Hourly Time -step PREDEVELOPED LAND USE Name : Basin 1 Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .1508 Pervious Total 0.1508 Impervious Land Use Acres Impervious Total 0 Basin Total 0.1508 Element Flows To: Surface Interflow MITIGATED LAND USE Name : Basin 1 Bypass: No Groundwater GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROADS FLAT 0.0174 SIDEWALKS FLAT 0.0302 Impervious Total 0.0476 Basin Total 0.0476 Element Flows To: Surface Interflow Gravel Trench Bed 1 } Name Gravel Trench Bed 1 J1 Bottom Length: 224.75 ft. Bottom Width: 20.00 ft. Trench bottom slope 1: 0.01 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 0.33 Pour Space of material for first layer: 0.15 Material thickness of second layer: 0.17 Pour Space of material for second layer: 0.35 Material thickness of third layer: 0.67 `1 Pour Space of material for third layer: 0.35 J Infiltration On Infiltration rate: 0.44 Infiltration safety factor: 0.5 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 Groundwater Staga(ft) Gravel Trench Bed Hydraulic Area(ac)yolume(ac-ft) Discharge(cfs)_ Table Infilt(cfs) 0.0000 0.103 0.000 0.000 0.000 0.0130 0.103 0.000 0.000 0.022 0.0260 0.103 0.000 0.000 0.022 0.0311 0.103 0.000 0.000 0.022 0.0520 0.103 0.000 0.000 0.022 J 0.0650 0.103 0.001 0.000 0.022 I j 0.0780 0.103 0.001 0.000 0.022 0.091.0 0.103 0.001 0.000 0.022 0.1040 0.103 0.001 0.000 0.022 0.11.70 0.103 0.001 0.000 0.022 0.1300 0.103 0.002 0.000 0.022 0.1430 0.103 0.002 0.000 0.022 0.1560 0.103 0.002 0.000 0.022 0.1690 0.103 0.002 0.000 0.022 0.1820 0.103 0.002 0.000 0.022 0.1950 0.103 0.003 0.000 0.022 0.2080 0.103 0.003 0.000 0.022 0.2210 0.103 0.003 0.000 0.022 0.2340 0.103 0.003 0.000 0.022 0.2470 0.103 0.003 0.000 0.022 0.2600 0.103 0.004 0.000 0.022 0.2730 0.103 0.004 0.000 0.022 0.2860 0.103 0.004 0.000 0.022 0.2990 0.103 0.004 0.000 0.022 0.3120 0.103 0.004 0.000 0.022 0.3250 0.103 0.005 0.000 0.022 0.3380 0.103 0.005 0.000 0.022 0.3510 0.103 0.006 0.000 0.022 0.3640 0.103 0.006 0.000 0.022 0.3770 0.103 0.006 0.000 0.022 0.3900 0.103 0.007 0.000 0.022 0.4030 0.103 0.007 0.000 0.022 0.4160 0.103 0.008 0.000 0.022 0.4290 0.103 0.008 0.000 0.022 0.4420 0.103 0.009 0.000 0.022 0.4550 0.103 0.009 0.000 0.022 0.4680 0.103 0.010 0.000 0.022 0.4810 0.103 0.010 0.000 0.022 0.4940 0.103 0.011 0.000 0.022 0.5070 0.103 0.011` 0.000 0.022 0.5200 0.103 0.012 0.000 0.022 0.5330 0.103 0.012 0.000 0.022 0.5460 0.103 0.013 0.000 0.022 0.5590 0.103 0.013 0.000 0.022 0.5720 0.103 0.014 0.000 0.022 0.5850 0.103 0.014 0.000 0.022 0.5980 0.103 0.014 0.000 0.022 0.6110 0.103 0.015 0.000 0.022 0.6240 0.103 0.015 0.000 0.022 0.6370 0.103 0.016 0.000 0.022 0.6500 0.103 0.016 0.000 0.022 0.6630 0.103 0.017 0.000 0.022 0.6760 0.103 0.017 0.000 0.022 0.6890 0.103 0.018 0.000 0.022 0.7020 0.103 0.018 0.000 0.022 0.7150 0.103 0.019 0.000 0.022 0.7280 0.103 0.019 0.000 0.022 0.7410 0.103 0.020 0.000 0.022 0.7540 0.103 0.020 0.000 0.022 0.7670 0.103 0.021 0.000 0.022 0.7800 0.103 0.021 0.000 0.022 0.7930 0.103 0.021 0.000 0.022 0.8060 0.103 0.022 0.000 0.022 0.8190 0.103 0.022 0.000 0.022 0.8320 0.103 0.023 0.000 0.022 0.8450 0.103 0.023 0.000 0.022 0.8580 0.103 0.024 0.000 0.022 0.8710 0.103 0.024 0.000 0.022 0.8840 0.103 0.025 0.000 0.022 0.8970 0.103 0.025 0.000 0.022 0.9100 0.103 0.026 0.000 0.022 0.9230 0.103 0.026 0.000 0.022 0.9360 0.103 0.027 0.000 0.022 0.9490 0.103 0.027 0.000 0.022 0.9620 0.103 0.028 0.000 0.022 0.9750 0.103 0.028 0.000 0.022 0.9880 0.103 0.029 0.000 0.022 1.0010 0.103 0.029 0.000 0.022 1.0140 0.103 0.029 0.000 0.022 1.0270 0.103 0.030 0.000 0.022 1.0400 0.103 0.030 0.000 0.022 1.0530 0.103 0.031 0.000 0.022 1.0660 0.103 0.031 0.000 0.022 1.0790 0.103 0.032 0.000 0.022 1.0920 0.103 0.032 0.000 0.022 1.1050 0.103 0.033 0.000 0.022 1.1180 0.103 0.033 0.000 0.022 1.1310 0.103 0.034 0.000 0.022 1.1440 0.103 0.034 0.000 0.022 1.1570 0.103 0.035 0.000 0.022 1.1700 0.103 0.035 0.000 0.022 Name : Porous Asphalt Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .1032 Pervious Total 0.1032 Impervious Land Use Acres Impervious Total 0 Basin Total 0.1032 Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.1508 Total Impervious Area:O Mitigated Landuse Totals for POC #1 Total Pervious Area:0.1032 Total Impervious Area:0.0476 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.008208 5 year 0.0135.88 10 year 0.017785 25 year 0.023799 50 year 0.028794 100 year 0.03423 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. Year Predeveloped Mitigated 1949 0.009 0.000 1950 0.025 0.000 1951 0.013 0.000 1952 0.006 0.000 1953 0.004 0.000 1954 0.007 0.000 1955 0.010 0.000 1956 0.010 0.000 1957 0.010 0.000 1958 0.007 0.000 1959 0.005 0.000 1960 0.011 0.000 1961 0.006 0.000 1962 0.004 0.000 1963 0.007 0.000 1964 0.007 0.000 1965 0.005 0.000 1966 0.006 0.000 1967 0.012 0.000 POC #1 I I I I J 1968 0.008 0.000 1969 0.006 0.000 1970 0.007 0.000 1971 0.007 0.000 1972 0.015 0.000 1973 0.005 0.000 1974 0.007 0.000 1975 0.013 0.000 1976 0.007 0.000 1977 0.003 0.000 1978 0.008 0.000 1979 0.003 0.000 1980 0.010 0.000 1981 0.009 0.000 1982 0.018 0.000 1983 0.007 0.000 1984 0.007 0.000 1985 0.004 0.000 1986 0.013 0.000 1987 0.012 0.000 1988 0.005 0.000 1989 0.003 0.000 1990 0.026 0.000 1991 0.021 0.000 1992 0.006 0.000 1993 0.005 0.000 1994 0.002 0.000 1995 0.007 0.000 1996 0.016 0.000 1997 0.012 0.000 1998 0.008 0.000 1999 0.018 0.000 2000 0.009 0.000 2001 0.002 0.000 2002 0.011 0.000 2003 0.009 0.000 2004 0.024 0.000 2005 0.008 0.000 2006 0.009 0.000 2007 0.036 0.000 2008 0.021 0.000 2009 0.011 0.000 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. Rank Predeveloped Mitigated 1 0.0358 0.0000 2 0.0259 0.0000 3 0.0247 0.0000 4 0.0237 0.0000 5 0.0213 0.0000 6 0.0213 0.0000 7 0.0181 0.0000 8 0.0180 0.0000 9 0.0160 0.0000 10 0.0155 0.0000 POC #1 11 0.0130 0.0000 12 0.0128 0.0000 13 0.0127 0.0000 14 0.0119 0.0000 15 0.0119 0.0000 16 0.0115 0.0000 17 0.0115 0.0000 18 0.0113 0.0000 19 0.0109 0.0000 20 0.0105 0.0000 21 0.0100 0.0000 22 0.0097 0.0000 . 23 0.0096 0.0000 24 0.0094 0.0000 25 0.0091 0.0000 26 0.0090 0.0000 a 27 0.0087 0.0000 28 0.0085 0.0000 29 0.0082 0.0000 30 0.0078 0.0000 31 0.0078 0.0000 1 32 0.0076 0.0000 33 0.0075 0.0000 1 34 0.0073 0.0000 35 0.0071 0.0000 J 36 0.0071 0.0000 37 0.0071 0.0000 38 0.0071 0.0000 J 39 0.0067 0.0000 40 0.0067 0.0000 41 0.0067 0.0000 42 0.0066 0.0000 43 0.0066 0.0000 44 0.0064 0.0000 45 0.0064 0.0000 46 0.0064 0.0000 47 0.0062 0.0000 48 0.0057 0.0000 49 0.0055 0.0000 ` 50 0.0054 0.0000 51 0.0051 0.0000 52 0.0051 0.0000 53 0.0046 0.0000 54 0.0041 0.0000 55 0.0038 0.0000 I� 56 0.0037 0.0000 _I 57 0.0034 0.0000 58 0.0032 0.0000 f 59 0.0027 0.0000 60 0.0024 0.0000 -} 61 0.0022 0.0000 Stream Protection Duration POC #1 ? The Facility PASSED I I The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0041 2420 0 0 Pass 0.0044 2091 0 0 Pass 0.0046 1814 0 0 Pass 0.0049 1554 0 0 Pass 0.0051 1360 0 0 Pass 0.0054 1193 0 0 Pass 0.0056 1038 0 0 Pass 0.0058 910 0 0 Pass 0.0061 801 0 0 Pass 0.0063 698 0 0 Pass 0.0066 616 0 0 Pass 0.0068 548 0 0 Pass 0.0071 492 0 0 Pass 0.0073 432 0 0 Pass 0.0076 393 0 0 Pass 0.0078 348 0 0 Pass 0.0081 318 0 0 Pass 0.0083 290 0 0 Pass 0.0086 254 0 0 Pass 0.0088 224 0 0 Pass 0.0091 199 0 0 Pass 0.0093 173 0 0 Pass 0.0096 154 0 0 Pass 0.0098 133 0 0 Pass 0.0101 120 0 0 Pass 0.0103 109 0 0 Pass 0.0106 99 0 0 Pass 0.0108 88 0 0 Pass 0.0111 80 0 0 Pass 0.0113 71 0 0 Pass 0.0116 65 0 0 Pass 0.0118 58 0 0 Pass 0.0121 54 0 0 Pass 0.0123 53 0 0 Pass 0.0126 48 0 0 Pass 0.0128 42 0 0 Pass 0.0131 41 0 0 Pass 0.0133 40 0 0 Pass 0.0136 38 0 0 Pass 0.0138 37 0 0 Pass 0.0141 36 0 0 Pass 0.0143 33 0 0 Pass 0.0146 33 0 0 Pass 0.0148 31 0 0 Pass 0.0151 30 0 0 Pass 0.0153 30 0 0 Pass 0.0156 28 0 0 Pass 0.0158 26 0 0 Pass 0.0161 24 0 0 Pass 0.0163 22 0 0 Pass 0.0166 21 0 0 Pass 0.0168 20 0 0 Pass 0.0171 20 0 0 Pass 0.0173 20 0 0 Pass 0.0176 19 0 0 Pass 0.0178 18 0 0 Pass 0.0181 17 0 0 Pass 0.0183 14 0 0 Pass 0.0186 13 0 0 Pass 0.0188 13 0 0 Pass 0.0191 13 0 0 Pass 0.0193 13 0 0 Pass 0.0196 12 0 0 Pass 0.0198 12 0 0 Pass 0.0201 12 0 0 Pass 0.0203 11 0 0 Pass 0.0206 10 0 0 Pass 0.0208 10 0 0 Pass 0.0211 9 0 0 Pass 0.0213 8 0 0 Pass 0.0216 7 0 0 Pass 0.0218 7 0 0 Pass 0.0221 7 0 0 Pass 0.0223 7 0 0 Pass 0.0226 7 0 0 Pass 0.0228 6 0 0 Pass 0.0231 6 0 0 Pass 0.0233 6 0 0 Pass 0.0236 5 0 0 Pass 0.0238 3 0 0 Pass 0.0241 3 0 0 Pass 0.0243 3 0 0 Pass 0.0246 3 0 0 Pass 0.0248 2 0 0 Pass 0.0251 2 0 0 Pass 0.0253 2 0 0 Pass 0.0256 2 0 0 Pass 0.0258 2 0 0 Pass 0.0261 1 0 0 Pass 0.0263 1 0 0 Pass 0.0265 1 0 0 Pass 0.0268 1 0 0 Pass 0.0270 1 0 0 Pass 0.0273 1 0 0 Pass 0.0275 1 0 0 Pass 0.0278 1 0 0 Pass 0.0280 1 0 0 Pass 0.0283 1 0 0 Pass 0.0285 1 0 0 Pass 0.0288 1 0 0 Pass JWater Quality SMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. J Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. J I J Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright m by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. IJ I I WWHM2012 PROJECT REPORT Project Name: FWTH Rec Sp N Site Name: FW Townhomes Site Address: 2245 S 333rd St City : Federal Way Report Date: 7/15/2013 Gage : Seatac Data Start : 1948/10/01 00:00 Data End : 2009/09/30 00:00 Precip Scale: 1.00 Version : 2013/06/06 Low Flow Threshold for POC 1 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year Hourly Time -Step PREDEVELOPED LAND USE Name : Rec Space N Basin Bypass: No Groundwater: No Pervious Land Use C, Lawn, Flat Pervious Total Impervious Land Use Impervious Total Basin Total Acres .0674 0.0674 Acres 0 0.0674 JElement Flows To: Surface Interflow MITIGATED LAND USE Name : Gravel Trench Bed 1 Bottom Length: 60.00 ft. Bottom Width: 10.00 ft. Groundwater I J --, j Trench bottom slope 1: 0.00001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.75 Pour Space of material for first layer: Material thickness of second layer: 0 Pour Space of material for second layer: Material thickness of third layer: 0 Pour Space of material for third layer: Infiltration On Infiltration rate: 0.44 Infiltration safety factor: 0.5 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 0.35 0 0 Gravel Trench Bed Hydraulic Table StNe (ft) Area (ac) volume (ac-ft) Discharge (cfs) Infilt (c£s) 0.0000 0.013 0.000 0.000 0.000 0.0194 0.013 0.000 0.000 0.003 0.0389 0.013 0.000 0.000 0.003 0.0583 0.013 0.000 0.000 0.003 0.0778 0.013 0.000 0.000 0.003 0.0972 0.013 0.000 0.000 0.003 0.1167 0.013 0.000 0.000 0.003 0.1361 0.013 0.000 0.000 0.003 0.1556 0.013 0.000 0.000 0.003 0.1750 0.013 0.000 0.000 0.003 0.1944 0:013 0.000 0.000 0.003 0.2139 0.013 0.001 0.000 0.003 0.2333 0.013 0.001 0.000 0.003 0.2528 0.013 0.001 0.000 0.003 0.2722 0.013 0.001 0.000 0.003 0.2917 0.013 0.001 0.000 0.003 0.3111 0.013 0.001 0.000 0.003 0.3306 0.013 0.001 0.000 0.003 0.3500 0.013 0.001 0.000 0.003 0.3694 0.013 0.001 0.000 0.003 0.3889 0.013 0.001 0.000 0.003 0.4083 0.013 0.002 0.000 0.003 0.4278 0.013 0.002 0.000 0.003 0.4472 0.013 0.002 0.000 0.003 0.4667 0.013 0.002 0.000 0.003 0.4861 0.013 0.002 0.000 0.003 0.5056 0.013 0.002 0.000 0.003 0.5250 0.013 0.002 0.000 0.003 0.5444 0.013 0.002 0.000 0.003 0.5639 0.013 0.002 0.000 0.003 0.5833 0.013 0.002 0.000 0.003 0.6028 0.013 0.002 0.000 0.003 I j ti 0.6222 0.013 0.003 0.000 0.003 0.6417 0.013 0.003 0.000 0.003 0.6611 0.013 0.003 0.000 0.003 0.6806 0.013 0.003 0.000 0.003 0.7000 0.01.3 0.003 0.000 0.003 0.7194 0.013 0.003 0.000 0.003 0.7389 0.013 0.003 0.000 0.003 0.7583 0.013 0.003 0.000 0.003 0.7778 0.013 0.003 0.000 0.003 j 0.7972 0.013 0.003 0.000 0.003 0.8167 0.013 0.003 0.000 0.003 0.8361 0.013 0.004 0.000 0.003 0.8556 0.013 0.004 0.000 0.003 0.8750 0.013 0.004 0.000 0.003 0.8944 0.013 0.004 0.000 0.003 0.9139 0.013 0.004 0.000 0.003 0.9333 0.013 0.004 0.000 0.003 0.9528 0.013 0.004 0.000 0.003 0.9722 0.013 0.004 0.000 0.003 0.9917 0.013 0.004 0.000 0.003 1.0111 0.013 0.004 0.000 0.003 1 1.0306 0.013 0.005 0.000 0.003 1.0500 0.013 0.005 0.000 0.003 1 1.0694 0.013 0.005 0.000 0.003 1.0889 0.013 0.005 0.000 0.003 1.1083 0.013 0.005 0.000 0.003 1.1278 0.013 0.005 0.000 0.003 1 1.1472 0.013 0.005 0.000 0.003 f 1.1667 0.013 0.005 0.000 0.003 1.1861 0.013 0.005 0.000 0.003 1.2056 0.013 0.005 0.000 0.003 1.2250 I 0.013 0.005 0.000 0.003 1.2444 0.013 0.006 0.000 0.003 1.2639 0.013 0.006 0.000 0.003 1.2833 0.013 0.006 0.000 0.003 1.3028 0.013 0.006 0.000 0.003 1.3222 0.013 0.006 0.000 0.003 1.3417 0.013 0.006 0.000 0.003 1.3611 0.013 0.006 0.000 0.003 -1.3806 0.013 0.006 0.000 0.003 1.4000 0.013 0.006 0.000 0.003 1.4194 0.013 0.006 0.000 0.003 3I 1.4389 0.013 0.006 0.000 0.003 1.4583 0.013 0.007 0.000 0.003 1.4778 0.013 0.007 0.000 0.003 ` 1.4972 0.013 0.007 0.000 0.003 _i 1.5167 0.013 0.007 0.000 0.003 1.5361 0.013 0.007 0.000 0.003 1.5556 0.013 0.007 0.000 0.003 1.5750 0.013 0.007 0.000 0.003 1.5944 0.013 0.007 0.000 0.003 1.6139 0.013 0.007 0.000 0.003 1 1.6333 0.013 0.007 0.000 0.003 J 1.6528 0.013 0.008 0.000 0.003 1.6722 0.013 0.008 0.000 0.003 1.6917 0.013 0.008 0.000 0.003 1.7111 0.013 0.008 0.000 0.003 1.7306 0.013 0.008 0.000 0.003 1.7500 0.013 0.008 0.000 0.003 Name : Rec Space N Basin Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat Pervious Total Impervious Land Use SIDEWALXS FLAT Impervious Total Basin Total Element Flows To: Surface Gravel Trench Bed 1 .049 0.049 Acres 0.0184 0.0184 0.0674 Interflow Groundwater Gravel Trench Bed 1 ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.0674 Total Impervious Area:O Mitigated Landuse Totals for POC #1 Total Pervious Area:0.049 Total Impervious Area:0.0184 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(c£s) 2 year 0.003668 5 year 0.006073 10 year 0.007949 25 year 0.010637 50 year 0.012869 100 year 0.015299 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.0072 5 year 0.0100 10 year 0.0120 25 year 0.0149 50 year 0.0172 100 year 0.0197 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.004 0.000 1950 0.011 0.000 1951 0.006 0.000 1952 0.003 0.000 1953 0.002 0.000 1954 0.003 0.000 1955 0.004 0.000 1956 0.004 0.000 1957 0.005 0.000 1958 0.003 0.000 1959 0.002 0.000 1960 0.005 0.000 1961 0.003 0.000 1962 0.002 0.000 1963 0.003 0.000 1964 0.003 0.000 1965 0.002 0.000 1966 0.003 0.000 1967 0.005 0.000 1968 0.004 0.000 1969 0.003 0.000 1970 0.003 0.000 1971 0.003 0.000 1972 0.007 0.000 1973 0.002 0.000 1974 0.003 0.000 1975 0.006 0.000 1976 0.003 0.000 1977 0.001 0.000 1978 0.003 0.000 1979 0.001 0.000 1980 0.004 0.000 1981 0.004 0.000 1982 0.008 0.000 1983 0.003 0.000 1984 0.003 0.000 1985 0.002 0.000 1986 0.006 0.000 1987 0.005 0.000 1988 0.002 0.000 1989 0.001 0.000 1990 0.012 0.000 1991 0.010 0.000 1992 0.003 0.000 1993 0.002 0.000 1994 0.001 0.000 1995 0.003 0.000 1996 0.007 0.000 1997 0.005 0.000 1998 0.004 0.000 1999 0.008 0.000 2000 0.004 0.000 2001 0.001 0.000 2002 0.005 0.000 2003 0.004 0.000 2004 0.011 0.000 2005 0.003 0.000 2006 0.004 0.000 2007 0.016 0.000 2008 0.010 0.000 2009 0.005 0.000 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0160 0.0000 2 0.0116 0.0000 3 0.0110 0.0000 4 0.0106 0:0000 5 0.0095 0.0000 6 0.0095 0.0000 7 0.0081 0.0000 8 0.0081 0.0000 9 0.0072 0.0000 10 0.0069 0.0000 11 0.0058 0.0000 12 0.0057 0.0000 13 0.0057 0.0000 14 0.0053 0.0000 15 0.0053 0.0000 16 0.0052 0.0000 17 0.0051 0.0000 18 0.0051 0.0000 19 0.0049 0.0000 20 0.0047 0.0000 21 0.0045 0.0000 22 0.0044 0.0000 23 0.0043 0.0000 24 0.0042 0.0000 25 0.0041 0.0000 26 0.0040 0.0000 27 0.0039 0.0000 28 0.0038 0.0000 29 0.0037 0.0000 30 0.0035 0.0000 31 0.0035 0.0000 32 0.0034 0.0000 33 0.0033 0.0000 34 0.0033 0.0000 35 0.0032 0.0000 36 0.0032 0.0000 37 0.0032 0.0000 38 0.0032 0.0000 39 0.0030 0.0000 40 0.0030 0.0000 41 0.0030 0.0000 42 0.0030 0.0000 43 0.0030 0.0000 44 0.0029 0.0000 45 0.0028 0.0000 46 0.0028 0.0000 47 0.0028 0.0000 48 0.0025 0.0000 49 0.0024 0.0000 50 0.0024 0.0000 51 0,0023 0.0000 52 0.0023 0.0000 53 0.0020 0.0000 54 0.0018 0.0000 55 0.0017 0.0000 56 0.0017 0.0000 57 0.0015 0.0000 58 0.0014 0.0000 59 0.0012 0.0000 60 0.0011 0.0000 61 0.0010 0.0000 Stream Protection Duration POc #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0018 2421 0 0 Pass 0.0019 2092 0 0 Pass 0.0021 1817 0 0 Pass 0.0022 1557 0 0 Pass 0.0023 1361 0 0 Pass 0.0024 1193 0 0 Pass 0.0025 1038 0 0 Pass 0.0026 911 0 0 Pass 0.0027 801 0 0 Pass 0.0028 698 0 0 Pass 0.0029 616 0 0 Pass 0.0031 548 0 0 Pass 0.0032 492 0 0 Pass 0.0033 432 0 0 Pass 0.0034 393 0 0 Pass 0.0035 348 0 0 Pass 0.0036 318 0 0 Pass 0.0037 290 0 0 Pass 0.0038 251 0 0 Pass 0.0040 224 0 0 Pass 0.0041 199 0 0 Pass 0.0042 173 0 0 Pass 0.0043 154 0 0 Pass 0.0044 133 0 0 Pass 0.0045 119 0 0 Pass 0.0046 109 0 0 Pass 0.0047 I 99 0 0 Pass 0.0048 88 0 0 Pass 0.0050 80 0 0 Pass 0.0051 71 0 0 Pass 0.0052 65 0 0 Pass 0.0053 58 0 0 Pass 0.0054 54 0 0 Pass 0.0055 53 0 0 Pass 0.0056 48 0 0 Pass 0.0057 42 0 0 Pass 0.0058 41 0 0 Pass 0.0060 40 0 0 Pass yJ 0.0061 38 0 0 Pass 0.0062 37 0 0 Pass 0.0063 36 0 0 Pass 0.0064 33 0 0 Pass 0.0065 33 0 0 Pass 0.0066 31 0 0 Pass 0.0067 30 0 0 Pass 0.0068 30 0 0 Pass 0.0070 28 0 0 Pass 0.0071 26 0 0 Pass 0.0072 24 0 0 Pass 0.0073 22 0 0 Pass 0.0074 21 0 0 Pass 1 0.0075 20 0 0 Pass 0.0076 20 0 0 Pass 0.0077 20 0 0 Pass 0.0079 19 0 0 Pass 0.0080 18 0 0 Pass + 0.0081 17 0 0 Pass 0.0082 14 0 0 Pass 0.0083 I 13 0 0 Pass 0.0084 13 0 0 Pass 0.0085 13 0 0 Pass 0.0086 13 0 0 Pass 0.0087 12 0 0 Pass 0.0089 12 0 0 Pass 0.0090 12 0 0 Pass 0.0091 11 0 0 Pass 0.0092 10 0 0 Pass 0.0093 10 0 0 Pass 0.0094 9 0 0 Pass 0.0095 8 0 0 Pass 1 0.0096 7 0 0 Pass 0.0097 7 0 0 Pass ' 0.00.99 7 0 0 Pass 0.0100 7 0 0 Pass 0.0101 7 0 0 Pass 0.0102 6 0 0 Pass 0.0103 6 0 0 Pass 0.0104 6 0 0 Pass 0.0105 5 0 0 Pass 0.0106 3 0 0 Pass 0.0108 3 0 0 Pass 0.0109 3 0 0 Pass 0.0110 3 0 0 Pass 0.0111 2 0 0 Pass 0.0112 2 0 0 Pass 0.0113 2 0 0 Pass 0.0114 2 0 0 Pass i 0.0115 2 0 0 Pass 0.0116 1 0 0 Pass 0.0118 1 0 0 Pass 0.0119 1 0 0 Pass 0.0120 1 0 0 Pass 0.0121 1 0 0 Pass 0.0122 1 0 0 Pass 0.0123 1 0 0 Pass 0.0124 1 0 0 Pass 0.0125 1 0 0 Pass 0.0126 1 0 0 Pass 0.0128 1 0 0 Pass 0.0129 1 0 0 Pass _ Water Quality BMP Flow and Volume for POC #1 on-line facility volume: 0.0000 acre-feet on-line facility target flow: 0.0000 cfs. Adjusted for 15 min: 0.0000 cfs. Off-line facility target flow: 0.0000 cfs. j Adjusted for 15 min: 0.0000 cfs. } r I a Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek - Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright 0 by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. WWHM2012 PROJECT REPORT Project Name: FWTH Rec Sp S Site Name: FW Townhomes Site Address: 2245 S 333rd St City : Federal Way Report Date: 7/16/2013 Gage : Seatac Data Start : 1948/10/01 Data End : 2009/09/30 Precip Scale: 1.00 Version : 2013/06/06 Low Flow Threshold for POC 1 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year Hourly Time -Step PREDEVELOPED LAND USE Name : Rec Space S Basin Bypass: No Groundwater: No Pervious Land Use C, Lawn, Flat Pervious Total Impervious Land Use Impervious Total Basin Total Element Flows To: Surface MITIGATED LAND USE Acres .1061 0.1061 Acres 0 0.1061 Interflow Name : Gravel Trench Bed 1 Bottom Length: 40.00 ft. Bottom Width: 24.00 ft. Groundwater Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.75 Pour Space of material for first layer: 0.35 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 0.44 Infiltration safety factor: 0.5 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table stacle(ft) r�rea(ac) Volume(ac-ft) Dischar e(cfs] Snfilt(c£s) 0.0000 0.022 0.000 0.000 0.000 0.0194 0.022 0.000 0.000 0.004 0.0389 0.022 0.000 0.000 0,004 0.0583 0.022 0.000 0.000 0.004 0.0778 0.022 0.000 0.000 0.004 0.0972 0.022 0.000 0.000 0.004 0.1167 0.022 0.000 0.000 0.004 0.1361 0.022 0.001 0.000 0.004 0.1556 0.022 0.001 0.000 0.004 0.1750 0.022 0.001 0.000 0.004 0.1944 0.022 0.001 0.000 0.004 0.2139 0.022 0.001 0.000 0.004 0.2333 0.022 0.001 0.000 0.004 0.2528 0.022 0.001 0.000 0.004 0.2722 0.022 0.002 0.000 0.004 0.2917 0.022 0.002 0.000 0.004 0.3111 0.022 0.002 0.000 0.004 0.3306 0.022 0.002 0.000 0.004 0.3500 0.022 0.002 0.000 0.004 0.3694 0.022 0.002 0.000 0.004 0.3889 0.022 0.003 0.000 0.004 0.4083 0.022 0.003 0.000 0.004 0.4278 0.022 0.003 0.000 0.004 0.4472 0.022 0.003 0.000 0.004 0.4667 0.022 0.003 0.000 0.004 0.4861 0.022 0.003 0.000 0.004 0.5056 0.022 0.003 0.000 0.004 0.5250 0.022 0.004 0.000 0.004 0.5444 0.022 0.004 0.000 0.004 0.5639 0.022 0.004 0.000 0.004 0.5833 0.022 0.004 0.000 0.004 0.6028 0.022 0.004 0.000 0.004 0.6222 0.022 0.004 0.000 0.004 0.6417 0.022 0.004 0.000 0.004 0.6611 0.022 0.005 0.000 0.004 0.6806 0.022 0.005 0.000 0.004 0.7000 0.022 0.005 0.000 0.004 0.7194 0.022 0.005 0.000 0.004 0.7389 0.022 0.005 0.000 0.004 0.7583 0.022 0.005 0.000 0.004 0.7778 0.022 0.006 0.000 0.004 0.7972 0.022 0.006 0.000 0.004 0.8167 0.022 0.006 0.000 0.004 0.8361 0.022 0.006 0.000 0.004 0.8556 0.022 0.006 0.000 0.004 0.8750 0,022 0.006 0.000 0.004 0.8944 0.022 0.006 0.000 0.004 0.9139 0.022 0.007 0.000 0.004 0.9333 0.022 0.007 0.000 0.004 0.9528 0.022 0.007 0.000 0.004 0.9722 0.022 0.007 0.000 0.004 0.9917 0.022 0.007 0.000 0.004 1.0111 0.022 0.007 0.000 0.004 1.0306 0.022 0.007 0.000 0.004 1.0500 0.022 0.008 0.000 0.004 1.0694 0.022 0.008 0.000 0.004 1.0889 0.022 0.008 0.000 0.004 1.1083 0.022 0.008 0.000 0.004 1.1278 0.022 0.008 0.000 0.004 1.1472 0.022 0.008 0.000 0.004 1.1667 0.022 0.009 0.000 0.004 1.1861 0.022 0.009 0.000 0.004 1.2056 0.022 0.009 0.000 0.004 1.2250 0.022 0.009 0.000 0.004 1.2444 0.022 0.009 0.000 0.004 1.2639 0.022 0.009 0.000 0.004 1.2833 0.022 0.009 0.000 0.004 1.3028 0.022 0.010 0.000 0.004 1.3222 0.022 0.010 0.000 0.004 1.3417 0.022 0.010 0.000 0.004 1.3611 0.022 0.010 0.000 0.004 1.3806 •0.022 0.010 0.000 0.004 1.4000 0.022 0.010 0.000 0.004 1.4194 0.022 0.010 0.000 0.004 1.4389 0.022 0.011 0.000 0.004 1.4583 0.022 0.011 0.000 0.004 1.4778 0.022 0.011 0.000 0.004 1.4972 0.022 0.011 0.000 0.004 1.5167 0.022 0.011 0.000 0.004 1.5361 0.022 0.011 0.000 0.004 1.5556 0.022 0.012 0.000 0.004 1.5750 0.022 0.012 0.000 0.004 1.5944 0.022 0.012 0.000 0.004 1.6139 0.022 0.012 0.000 0.004 1.6333 0.022 0.012 0.000 0.004 1.6528 0.022 0.012 0.000 0.004 1.6722 0.022 0.012 0.000 0.004 1.6917 0.022 0.013 0.000 0.004 1.7111 0.022 0.013 0.000 0.004 1.7306 0.022 0.013 0.000 0.004 1.7500 0.022 0.013 0.000 0.004 Name Rec Space S Basin Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat 0.0831 Pervious Total 0.0831 Impervious Land Use Acres SIDEWALKS FLAT 0.023 Impervious Total 0.023 Basin Total 0.1061 Element Flows To: Surface Gravel Trench Bed 1 Interflow Groundwater Gravel Trench Bed 1 ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.1061 Total Impervious Area:O Mitigated Landuse Totals for POC #1 Total Pervious Area:0.0831 Total Impervious Area:0.023 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.005775 5 year 0.009561 10 year 0.012513 25 year 0.016745 50 year 0.020259 100 year 0.024084 I j Flow Frequency Return Periods for Un-Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.0101 5 year 0.0143 10 year 0.0175 25 year 0.0220 50 year 0.0257 100 year 0.0297 Flow Frequency Return Periods for Mitigated. Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. Year Predevela ed Mitigated 1949 0.007 0.000 1950 0.017 0.000 1951 0.009 0.000 1952 0.004 0.000 1953 0.003 0.000 1954 0.005 0.000 1955 0.007 0.000 1956 0.007 0.000 1957 0.007 0.000 1958 0.005 0.000 1959 0.004 0.000 1960 0.008 0.000 1961 0.004 0.000 1962 0.003 0.000 1963 0.005 0.000 1964 0.005 0.000 1965 0.004 0.000 1966 0.004 0.000 1967 0.008 0.000 1968 0.006 0.000 1969 0.004 0.000 1970 0.005 0.000 1971 0.005 0.000 1972 0.011 0.000 1973 0.004 0.000 1974 0.005 0.000 1975 0.009 0.000 1976 0.005 0.000 1977 0.002 0.000 1978 0.005 0.000 1979 0.002 0.000 1980 0.007 0.000 1981 0.006 0.000 1982 0.013 0.000 1983 0.005 0.000 POC #1 POC #1 Ij 1984 0.005 0.000 1985 0.003 0.000 1986 0.009 0.000 1987 0.008 0.000 1988 0.003 0.000 1989 0.002 0.000 } f 1990 0.018 0.000 1 1991 0.015 0.000 1992 0.005 0.000 } 1993 0.004 0.000 1994 0.002 0.000 1995 0.005 0.000 1996 0.011 0.000 ' 1997 0.008 0.000 1998 0.006 0.000 1999 0.013 0.000 2000 0.006 0.000 2001 0.002 0.000 2002 0.008 0.000 2003 0.006 0.000 I 2004 0.017 0.000 2005 0.005 0.000 2006 0.006 0.000 2007 0.025 0.000 2008 0.015 0.000 2009 0.008 0.000 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0252 0.0000 2 0.0182 0.0000 3 0.0174 0.0000 4 0.0167 0.0000 5 0.0150 0.0000 6 0.0150 0.0000 7 0.0127 0.0000 8 0.0127 0.0000 9 0.0113 0.0000 10 0.0109 0.0000 11 0.0092 0.0000 12 0.0090 0.0000 13 0.0089 0.0000 14 0.0083 0.0000 15 0.0083 0.0000 16 0.0081 0.0000 17 0.0081 0.0000 18 0.0080 0.0000 19 0.0076 0.0000 ^I j 20 0.0074 0.0000 21 0.0070 0.0000 22 0.0068 0.0000 J 23 .0.0068 0.0000 24 0.0066 0.0000 25 0.0064 0.0000 26 0.0064 0.0000 27 0.0062 0.0000 28 0.0060 0.0000 29 0.0058 0.0000 30 0.0055 0.0000 31 0.0055 0.0000 32 0.0054 0.0000 33 0.0052 0.0000 34 0.0051 0.0000 35 0.0050 0.0000 36 6.0050 0.0000 37 0.0050 0.0000 38 0.0050 0.0000 39 0.0047 0.0000 40 0.0047 0.0000 41 0.0047 0.0000 42 0.0047 0.0000 43 0.0046 0.0000 44 0.0045 0.0000 45 0.0045 0.0000 46 0.0045 0.0000 47 0.0044 0.0000 48 0.0040 0.0000 49 0.0038 0.0000 50 0.0038 0.0000 51 0.0036 0.0000 52 0.0036 0.0000 53 0.0032 0.0000 54 0.0029 0.0000 55 0.0026 0.0000 56 0.0026 0.0000 57 0.0024 0.0000 58 0.0023 0.0000 59 0.0019 0.0000 60 0.0017 0.0000 61 0.0015 0.0000 Stream Protection Duration POC #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0029 2422 0 0 Pass 0.0031 2092 0 0 Pass 0.0032 1814 0 0 Pass 0.0034 1557 0 0 Pass 0..0036 1360 0 0 Pass 0.0038 1193 0 0 Pass . 0.0039 1038 0 0 Pass 0.0041 911 0 0 Pass 0.0043 801 0 0 Pass 0.0045 698 0 0 Pass 0.0046 616 0 0 Pass 0.0048 548 0 0 Pass 0.0050 491 0 0 Pass 0.0052 432 0 0 Pass 0.0053 393 0 0 Pass 0.0055 348 0 0 Pass 0.0057 318 0 0 Pass 0.0059 290 0 0 Pass 0.0060 254 0 0 Pass 0.0062 224 0 0 Pass 0.0064 199 0 0 Pass 0.0066 173 0 0 Pass 0.0067 154 0 0 Pass 0.0069 133 0 0 Pass 0.0071 119 0 0 Pass 0.0073 109 0 0 Pass 0.0074 99 0 0 Pass 0.0076 88 0 0 Pass 0.0078 80 0 0 Pass 0.0080 71 0 0 Pass 0.0082 65 0 0 Pass 0.0083 58 0 0 Pass 0.0085 54 0 0 Pass 0.0087 53 0 0 Pass 0.0089 48 0 0 Pass 0.0090 42 0 0 Pass 0.0092 41 0 ❑ Pass 0.0094 40 0 0 Pass 0.0096 38 0 0 Pass 0.0097 37 0 0 Pass 0.0099 36 0 0 Pass 0.0101 33 0 0 Pass 0.0103 33 0 0 Pass 0.0104 31 0 0 Pass 0.0106 30 0 0 Pass 0.0108 30 0 0 Pass 0.0110 28 0 0 Pass 0.0111 26 0 0 Pass 0.0113 24 0 0 Pass 0.0115 22 0 0 Pass 0.0117 21 0 0 Pass 0.0118 20 0 0 Pass 0.0120 20 0 0 Pass 0.0122 20 0 0 Pass 0.0124 19 0 0 Pass 0.0125 18 0 0 Pass 0.0127 17 0 0 Pass 0.0129 14 0 0 Pass 0.0131 13 0 0 Pass 0.0132 13 0 0 Pass 0.0134 13 0 0 Pass 0.0136 13 0 0 Pass 0.0138 12 0 0 Pass 0.0139 12 0 0 Pass 0.0141 12 0 0 Pass 0.0143 11 0 0 Pass 0.0145 10 0 0 Pass 0.0146 10 0 0 Pass 0.0148 9 0 0 Pass 0.0150 8 0 0 Pass 0.0152 7 0 0 Pass 0.0153 7 0 0 Pass -� 0.0155 7 0 0 Pass 0.0157 7 0 0 Pass 0.0159 7 0 0 Pass 0.0110 6 0 0 Pass 0.0162 6 0 0 Pass 0.0164 6 0 0 Pass 0.0166 5 0 0 Pass 1 0.0167 3 0 0 Pass 0.0169 3 0 0 Pass lJ 0.0171 3 0 0 Pass 0.0173 3 0 0 Pass 0.0175 2 0 0 Pass {� 1 0.0176 2 0 0 Pass 0.0178 2 0 0 Pass 0.0180 2 0 0 Pass 0.0182 2 0 0 Pass 0.0183 1 0 0 Pass 0.0185 1 0 0 Pass 0.0187 1 0 0 Pass 0.0189 1 0 0 Pass 0.0190 1 0 0 Pass 0.0192 1 0 0 Pass 0.0194 1 0 0 Pass 0.0196 1 0 0 Pass 0.0197 1 0 0 Pass 0.0199 1 0 0 Pass I 0.0201 1 0 0 Pass 0.0203 1 0 0 Pass Water Quality BMP Flow and Volume for POC 01 on-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. 1 Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed J or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright 0 by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. 1� WWHM2012 PROJECT REPORT Project Name: FWTH bypass Site Name: FW Townhomes Site Address: 2245 S 333rd St City : Federal Way Report Date: 7/15/2013 Gage : Seatac Data Start : 1948/10/01 00:00 Data End : 2009/09/30 00:00 Precip Scale: 1.00 Version : 2013/06/06 Low Flow Threshold for POC 1 : 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year Hourly Time -Step PREDEVELOPED LAND USE Name : Predeveloped Basin Bypass: No GroundWater: No Pervious Land Use Acres C, Pasture, Flat .5573 Pervious Total 0.5573 Impervious Land Use Acres ROADS FLAT 0.217 ROOF TOPS FLAT 0.0553 Impervious Total 0.2723 Basin Total 0.8296 Element Flows To: Surface Interflow Groundwater MITIGATED LAND USE Name : Bypass Basin Bypass: No GroundWater: No Pervious Land Use Acres C, Lawn, Flat .007 C, Lawn, Mod .084 Pervious Total 0.091 Impervious Land Use Acres ROADS FLAT 0.0915 SIDEWALKS FLAT 0.0186 Impervious Total 0.1101 Basin Total 0.2011 Element Flows To: Surface Interflow ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.5573 Total Impervious Area:0.2723 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.091 Total Impervious Area:0.1101 Groundwater Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.081554 5 year 0.105627 10 year 0.122645 25 year 0.145426 50 year 0.163354 100 year 0.182127 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.033176 I 5 year 0.043314 10 year 0.050526 25 year 0.060228 50 year 0.067896 100 year 0.075955 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated_ 1949 0.088 0.034 1950 0.138 0.057 1951 0.093 0.035 1952 0.064 0.026 1953 0.060 0.025 1954 0.076 0.031 1955 0.083 0.032 1956 0.081 0.031 1957 0.094 0.038 1958 0.078 0.032 -� 1959 0.062 0.024 1960 0.082 0.032 1961 0.068 0.028 1962 0.061 0.027 1 1963 0.068 0.027 J 1964 0.080 0.032 1965 0.068 0.028 1916 0.071 0.028 1967 0.091 0.042 1968 0.102 0.047 1969 0.068 0.026 1970 0.071 0.028 1971 0.069 0.027 1972 0.107 0.043 1973 0.066 0.025 1974 0.068 0.029 1975 0.102 0.040 1976 0.069 0.026 1977 0.070 0.030 1978 0.092 0.040 } 1979 0.089 0.038 1980 0.089 0.036 1981 0.092 0.039 y 1982 0.132 0.055 1983 0.083 0.036 t 1984 0.073 0.030 1985 0.060 0.026 `! J 1986 0.100 0.037 1987 0.103 0.045 1988 0.050 0.020 1989 0.062 0.025 1990 0.152 0.061 1991 0.139 0.056 I1992 -{ 0.073 0.029 J 1993 0.048 0.019 1994 0.051 0.021 1995 0.069 0.029 1996 0.109 0.040 1997 0.094 0.036 1998 0.078 0.037 1999 0.147 0.071 ! 2000 0.088 0.036 2001 0.066 0.027 2002 0.089 0.037 2003 0.082 0.034 2004 0.163 0.068 2005 0.073 0.029 j 2006 0.072 0.026 2007 0.177 0.069 2008 0.138 0.055 2009 0.092 0.035 I I I I I J Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. Rank Predeveloped Mitigated 1 0.1771 0.0713 2 0.1634 0.0693 3 0.1519 0.0676 4 0.1473 0.0614 5 0.1392 0.0567 6 0.1384 0.0558 7 0.1381 0.0548 8 0.1318 0.0545 9 0.1091 0.0467 10 0.1072 0.0446 11 0.1032 0.0428 12 0.1018 0.0422 13 0.1016 0.0403 14 0.1002 0.0401 15 0.0944 0.0397 16 0.0939 0.0387 17 0.0934 0.0377 18 0.0920 0.0375 19 0.0920 0.0372 .20 0.0918 0.0372 21 0.0912 0.0369 22 0.0892 0.0364 23 0.0888 0.0363 24 0.0885 0.0363 25 0.0880 0.0363 26 0.0876 0.0353 27 0.0832 0.0352 28 0.0827 0.0341 29 0.0825 0.0336 30 0.0823 0.0324 31 0.0813 0.0324 32 0.0797 0.0321 33 0.0783 0.0318 34 0.0775 0:0310 35 0.0765 0.0309 POC #1 I J 36 0.0732 0.0300 37 0.0729 0.0296 38 0.0726 0.0292 39 0.0723 0.0291 40 0.0713 0.0290 41 0.0711 0.0289 42 0.0697 0.0282 43 0.0692 0.0282 44 0.0692 0.0278 45 0.0688 0.0276 46 0.0685 0.0274 47 0.0684 0.0273 48 0.0682 0.0271 49 0.0682 0.0267 50 0.0678 0.0263 51 0.0658 0.0262 52 0.0657 0.0262 53 0.0636 0.0260 54 0.0624 0.0260 55 0.0617 0.0254 56 0.0608 0.0252 57 0.0604 0.0249 58 0.0597 0.0245 59 0.0510 0.0215 60 0.0497 0.0201 61 0.0480 0.0186 Stream Protection Duration POC #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0408 1416 45 3 Pass 0.0420 1302 39 2 Pass 0.0433 1188 33 2 Pass 0.0445 1081 32 2 Pass 0.0457 981 28 2 Pass 0.0470 914 25 2 Pass 0.0482 844 24 2 Pass 0.0494 773 18 2 Pass 0.0507 703 18 2 Pass 0.0519 641 16 2 Pass 0.0532 592 12 2 Pass 0.0544 552 12 2 Pass 0.0556 520 9 1 Pass 0.0569 478 6 1 Pass 0.0581 448 6 1 Pass 0.0593 420 6 1 Pass 0.0606 398 6 1 Pass 0.0618 366 5 1 Pass 0.0631 347 5 1 Pass 0.0643 329 4 1 Pass 0.0655 298 3 1 Pass 0.0668 284 3 1 Pass 0.0680 263 2 0 Pass 0.0693 236 2 0 Pass 0.0705 223 1 ❑ Pass I0.0717 206 0 0 Pass 0.0730 194 0 0 Pass 0.0742 180 0 0 Pass -y 0.0754 168 0 0 Pass 0.0767 153 0 0 Pass 0.0779 148 0 0 Pass r 0.0792 135 0 0 Pass 0.0804 121 0 0 Pass I y 0.0816 117 0 0 Pass 0.0829 111 0 0 Pass 0.0841 106 0 0 Pass 0.0854 98 0 0 Pass 0.0866 91 0 0 Pass 0.0878 84 0 0 Pass 0.0891 77 0 0 Pass 0.0903 68 0 0 Pass 0.0915 66 0 0 Pass 1 0.0928 62 0 0 Pass 0.0940 1 56 0 0 Pass 0.0953 54 0 0 Pass 0.0965 53 0 0 Pass 0.0977 53 0 0 Pass 0.0990 49 0 0 Pass 0.1002 48 0 0 Pass 0.1014 46 0 0 Pass 0.1027 40 0 0 Pass 0.1039 37 0 0 Pass 0.1052 37 0 0 Pass li 0.1064 35 0 0 Pass } 0.1076 34 0 0 Pass 0.1089 31 0 0 Pass T 0.1101 30 0 0 Pass 0.1114 30 0 0 Pass {j 0.1126 30 0 0 Pass 0.1138 30 0 0 Pass 0.1151 29 0 0 Pass j 0.1163 28 0 0 Pass 0.1175 27 0 0 Pass 0.1188 25 0 0 Pass 0.1200 25 0 0 Pass -� 0.1213 25 0 0 Pass 0.1225 24 0 0 Pass 1 0.1237 24 0 0 Pass l 0.1250 22 0 0 Pass 0.1262 20 0 0 Pass 0.1274 18 0 0 Pass 0.1287 17 0 0 Pass J 0.1299 16 0 0 Pass 0.1312 16 0 0 Pass 0.1324 13 0 0 Pass 0.1336 13 0 0 Pass 0.1349 12 0 0 Pass 0.1361 12 0 0 Pass 0.1374 11 0 0 Pass J ^' 1 { 0.1386 9 0 0 Pass 0.1398 8 0 0 Pass 0.1411. 8 0 0 Pass 0.1423 6 0 0 Pass ' 0.1435 6 0 0 Pass 0.1448 6 0 0 Pass 0.1460 6 0 0 Pass 0.1473 6 0 0 Pass 0.1485 5 0 0 Pass 0.1497 5 0 0 Pass 0.1510 5 0 0 Pass 0.1522 4 0 0 Pass 0.1534 4 0 0 Pass 0.1547 4 0 0 Pass 0.1559 3 0 0 Pass 0.1572 3 0 0 Pass --� 0.1584 2 0 0 Pass 0.1596 2 0 0 Pass 0.1609 2 0 0 Pass 0.1621 2 0 0 Pass 0.1634 2 0 0 Pass Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. 1 -1 APPENDIX B Geotedmical Information Geotechnical Report December 20, 2012 Stormwater Infiltration Analysis, June 10, 2013 P1i.253-896-1011 Fx.253-896-2633 RTI, LLC c/o Barbara A. Napier 310-29t" Street NE, Suite 101 Puyallup, WA 98372 (253) 242-4282 GeoR° esources, LLC 5007 Pacific Hwy. E, Suite 16 Fife, Washington 98424-2649 April 30, 2008 Updated December 20, 2012 Updated Geotechnical Engineering Report Proposed Townhomes 2246 — South 333`d Street Federal Way, Washington PN: 7978200180 Job No: Dream Builders. FederalWay. GR INTRODUCTION This updated report summarizes our site observations and provides our geotechnical engineering conclusions and recommendations for the proposed townhomes to be - constructed at 2245 — South 333d Street in the City of Federal Way, Washington. The site location is generally shown on the attached Site Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with you, our April 17, 2008 site visit, and our experience in the area. We understand current plans call for construction of several new townhouses and may include daylight basement configurations. Additional development will include associated surface parking areas, driveways, and underground utilities including connecting to the municipal stormwater system along South 333rd Street. We anticipate that the buildings will be supported on conventional spread and continuous footings with a slab on grade floor. The proposed site configuration and existing topography is illustrated on the Site Plan, Figure 2. SCOPE The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for addressing the City of Federal Way Critical Areas Ordinance (CAO) and addressing the feasibility of the proposed development. We have also included geotechnical recommendations and design criteria for the project. Specifically, the scone of services for this project included the following: 1. Reviewing the available geologic, hydrogeologic and geotechnical data for the site area. 2. Performing a geological reconnaissance of the site to assess the site's soil, groundwater and slope conditions. 3. Exploring shallow subsurface conditions at the site by monitoring the excavation of a series of backhoe test pits at the site. 4. Evaluating the engineering characteristics of the soils encountered at the site, as appropriate. RTI, LLC. Federal Way December 20, 2012 Page 2 5. Providing geotechnical recommendations for site grading including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils for use as structural fill, temporary and permanent cut and fill slopes, drainage and erosion control measures. 6. Providing recommendations and design criteria for building foundation and floor slab support, including allowable bearing capacity, subgrade modulus, lateral resistance values and estimates of settlement. 7. Providing recommendations and design criteria for the design of conventional subgrade/retaining walls, including backfill and drainage requirements, lateral design loads, and lateral resistance values. 8. Providing site -specific seismic criteria based on the subsurface conditions encountered at the site. 9. Providing pavement subgrade and design recommendations for the proposed development. 10. Preparing a written report summarizing our observations, conclusions and recommendations along with the supporting data. EXPLORATION METHODS We explored surface and subsurface conditions on April 17, 2008. Our exploration and testing program was comprised of the following elements: A visual surface reconnaissance of the site; Excavating two test pits (designated TP-1 through TP-2) at selected locations across the site; A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate locations, termination depths, and elevations of our pertinent subsurface explorations, and Figure 2 depicts their approximate relative locations. TABLE 1APPROXIMATE LOCATIONS, LOCATIONS, DEPTHS, AND ELEVATIONS OF EXPLORATIONS Termination Elevation Test Pit Functional Location Depth Number (feet) (feet) TP-1 West end of proposed storm water vault TP-2 South end of parcel just east of center Elevations based on site plan provided by client (NAVD 12 I 378 6 Y/ 375 The specific number, locations, and depths of our explorations were selected by GeoResources based on the conceptual drainage design and field -adjusted by GeoResources due to access limitations (underground utilities, existing structures, steep slopes) and encountered stratigraphy. The approximate location of each test pit location was determined by pacing and taping from features shown on the provided site plan and aerial photographs. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. The explorations performed as part of this evaluation indicate conditions only at the RTI, LLC. Federal Way December 20, 2012 Page 3 specific locations and those actual conditions in other locations could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun. SITE CONDITIONS Surface Conditions The site is located at 2245 — South 333`d Street in Federal Way, Washington. The site consists of one parcel that is irregular in shape, measures approximately 260 long (north to south) and varies in width from 80 feet along the south property line to 90 feet along the north properly line. The total site encompasses approximately 0.64 acres. The site is bounded by residential development on the south and west, a private road on the east, and South 333`d Street on the north. The northern portion of the site is currently developed with two single family residences, driveways, and typical utilities. The developed portions of the site are vegetated with grass, assorted landscape shrubs, and isolated alder and cedar trees. The southern portion of the site is currently undeveloped with mostly alder trees, a few cedar trees, and a moderately dense understory of native vegetation and blackberry bushes. The site is generally flat to gently sloping to the southwest. Total vertical relief across the site is approximately 7 feet. The site generally slopes down from northeast to southwest at inclinations of less than 5 feet. There was an isolated slope of 15 to 20 percent along the west central property line most likely due to grading activities from previous site development. The proposed site configuration with exploration locations is shown on the attached Site Plan, Figure 2. Site Soils The USDA Natural Resources Conservation Services (NRCS) Web Soil Survey of King County indicates that the area for the proposed development is underlain by Alderwood I gravelly sandy loam (AgB) that form on 0 to 6 percent slopes. The Alderwood soils are generally derived from glacial till, are listed as having a "slight" potential for erosion hazards, and are listed as being in hydrologic soils group "C". A copy of'the NRCS soils map for the site area is included as Figure 3. No evidence of surficial erosion was observed at the time of our site visit. 1 Geologic Conditions f The Geologic Map of the Poverty Bay 7.5-minute quadrangle, King County Washington: by Booth, D. B., Waldron H. H., and Troost, K. G., (2003), maps the site as being underlain by glacial till (Qvt). The glacial till soils were deposited during the Vashon Stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The glacial till consists of a heterogeneous mixture of clay, silt, sand, and gravel that was deposited and overridden by the continental ice mass. As such, the till is considered overconsolidated and provides high strength and low compressibility characteristics. An excerpt of the above referenced map is included as Figure 4. Test Pit Procedures Subsurface conditions at the site were evaluated by digging two test pits at selected locations across the site. The test pits were excavated by a small track -mounted excavator working under contract to GeoResources, LLC. We continuously monitored the excavation of the test pit excavations and logged the subsurface conditions e-ncountered in the test pits in general accordance with the Unified Soils Classification System described in Figure 6. Copies of the test pit and hand auger logs are included on Figure 5. i J RTI, LLC. Federal Way December 20, 2012 Page 4 The test pits were excavated to depths of 6'/2 and 12 feet below the existing ground surfaces. The test pits were backfilled after our observations and the soils tamped with the backhoe bucket, but not otherwise compacted. Because the soils encountered were consistent between the test pits, the geologic maps and our previous work in the area, it is our opinion that no additional subsurface explorations are required to evaluate the subsurface conditions at the site. Subsurface Conditions Our test pits encountered relatively uniform subsurface conditions that generally confirm the mapped stratigraphy. In general, our test pits encountered two feet of fill mantling medium to very dense silty sands with gravel. All test pits found a variable thickness of weathered till overlying the deep, dense to very dense glacial till. The till was encountered to the full depth explored in all of the test pits. No caving was observed in any test pits. Groundwater Groundwater seepage was encountered in our test pits at the time of digging. Isolated minor seepage was observed in test pit TP-1 at depths between 4.3 to 4.8 feet below ground surface. Minor groundwater seepage was observed in test pit TP-2 at depths between 3.5 to 3.8 feet below ground surface. We interpret the observed seepage and presence of mottling of weathering and (oxidization) to indicate the presence of a "perched" groundwater condition. Perched groundwater develops when the vertical infiltration of water through a shallow, more permeable soil is slowed by a deep, less permeable soil. Throughout the year, groundwater levels would likely rise and fall in response to changing precipitation patterns, off -site usage, nearby construction activities, site utilization, and other factors. Geologically Hazardous Areas Indicators — per City of Federal Way, Chapter 18 The City of Federal Way Municipal Code, Article Il, Chapter 18 defines geologically hazardous areas as those areas susceptible to erosion, landsliding, seismic, or other potentially hazardous geological processes. Landslide hazard areas are those areas potentially subject to episodic downslope movement of a mass of soil or rock including but not limited to the following areas: a. Any area with a combination of: 1. Slopes greater than 15 percent; 2. Permeable sediment (predominately sand and gravel) overlying relatively impermeable sediment or bedrock (typically silt and clay); and 3. Springs or groundwater seepage. RTI, LLC. Federal Way December 20, 2012 Page 5 b. Any area which has shown movement during the Holocene epoch, from 10,000 years ago to the present, or which is underlain by mass wastage debris of that epoch. c. Any area potentially unstable as a result of rapid stream incision, stream bank erosion or undercutting by wave action. d. Any area located in a ravine or on an active alluvial fan, presently or potentially subject to inundation by debris flows or flooding. e. Those areas identified by the United States Department of Agriculture Soil Conservatlon Service as having a severe limitation for building site development. f. Those areas mapped as Class U (unstable), UOS (unstable old slides), and URS (unstable recent slides) by the Department of Ecology. g, Slopes having gradients greater than 80 percent subject to rockfall during seismic shaking. CONCLUSIONS Based on the results of our data review, site reconnaissance, subsurface explorations and our experience in the area, it is our opinion that the site is suitable for the proposed commercial development. Landslide Hazard Indicators — per City of Federal Way, Chapter 18 The City of Federal Way, Chapter 18 uses the above referenced 7 item checklist to define a landslide hazard area. Based on our observations of the site and review of published information, we offer the following comments. No areas with a combination of slopes greater than 15 percent, permeable sediment (predominately sand and gravel) overlying relatively impermeable sediment or bedrock (typically silt and clay), and springs or groundwater seepage. No areas which have shown movement during the Holocene epoch, from 10,000 years ago to the present, or which is underlain by mass wastage debris of that epoch. No areas potentially unstable as a result of rapid stream incision, stream bank erosion or undercutting by wave action. No areas located in a ravine or on an active alluvial fan, presently or potentially subject to inundation by debris flows or flooding. No areas identified by the United States Department of Agriculture Soil Conservation Service as having a severe limitation for building site development. No areas mapped as Class U (unstable), UOS (unstable old slides), and URS (unstable recent slides) by the Department of Ecology. No areas of slopes having gradients greater than 80 percent subject to rockfall during seismic shaking. Based on our site observations, the site does not meet the criteria outlined above for a landslide hazard area. Erosion Hazard Indicators — per City of Federal Way, Chapter 18 The City of Federal Way, Chapter 18 defines an erosion hazard area as those identified by the U.S. Department of Agriculture Natural Resources Conservation Service as having a moderate to severe, severe, or very severe erosion hazard because of natural characteristics, including vegetative cover, soil texture, slope, gradient, and rainfall patterns, or human -induced changes to natural characteristics. The Alderwood soils (AgB) mapped as underlying the site are classified as having a "slight" potential for erosion hazards. Temporary and permanent erosion control measures will be installed and maintained during construction or as soon as practical thereafter to limit the influx of additional water to RTI, LLC. Federal Way December 20, 2012 Page 6 exposed or disturbed areas. Erosion control measures should include, but should not be limited to, berms and swales with check dams to direct surface water runoff, ground coveriprotection in exposed areas and silt fences where appropriate. Graded areas should be shaped to avoid concentrations of runoff onto cut or fill slopes, natural slopes or other erosion -sensitive areas. Temporary ground cover/protection such as jute matting, excelsior matting, wood chips or clear plastic sheeting may be used until the permanent erosion protection is established. Seismic Based on the subsurface units mapped at the site, we interpret the structural site conditions to correspond to Site Class "C" in accordance with the 2009 IBC (international Building Code) Table 1613.5.2. This is based on the likely range of equivalent SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. The City of Federal Way Municipal Code defines Seismic hazard areas are those areas subject to severe risk of earthquake damage as a result of seismically induced ground shaking, slope failure, settlement or soil liquefaction, or surface faulting. These conditions occur in areas underlain by cohesionless soils of low density usually in association with a shallow groundwater table. Based on the relative density and coarse -grained nature of the glacially derived soils observed on the site, and the low groundwater table, it is our opinion that the risk for liquefaction to occur at this site during an earthquake is negligible and does not meet the technical criteria of a seismic hazard. Recommended Buffers and Setbacks Since no active erosion, landslide, or steep slope is present on the site, no prescriptive buffer should be required by the City of Federal Way. The City of Federal Way building department may require a building setback in accordance with the IBC standard requirements. The IBC requires a building setback from slopes that are greater than licensed 30 tensed percent unless evaluated and reduced, and/or a structural setback is provided, by geotechnical engineer. The setback distance is calculated based on the vertical height of the slope. The typical IBC setback from the top of the slope equals one third the height of the slope while a setback from the toe of the slope equals one half the height of the slope. Site Preparation Areas to be graded should be cleared of deleterious matter including any existing structures, foundations, abandoned utility lines, debris and vegetation. The portions of the site still covered with vegetation should be stripped of any forest duff and organic -laden soils. We anticipate stripping depths of 1 to 1 '/ feet based on test pit logs. The stripped topsoil maybe stockpiled and later used for erosion control and landscaping/revegetation. Materials that cannot be used for landscaping or erosion control should be removed from the project site. Given the nature of the site soils, these soils may, or may not, be reused as structural fill provided they meet the criteria described in the "Structural Fill" section of this report. Where placement of fill material is required, the strippedlexposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of any fill. We recommend that trees be removed by overturning in fill areas so that a majority of the roots are removed. Excavations for tree stump removal should be backfilied with structural fill compacted to the densities described in the "Structural Fill" section of this report. RTI, LLC. Federal Way December 20, 2012 Page 7 Any soft, loose or otherwise unsuitable areas delineated during proof -rolling or probing should be recompacted, if practical, or over -excavated and replaced with structural fill, based on the recommendations of our site representative. Structural Fill All material placed as fill associated with mass grading, such as utility trench backfill, under building areas, or under roadways should be placed as structural fill. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fill should be compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with ASTM D-1557)_ The appropriate lift thickness will depend on the fill characteristics and compaction equipment used. We recommend that the appropriate lift thickness be evaluated by our field representative during construction. We recommend that our representative be present during site grading activities to observe the work and perform field density tests. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well -graded sand and gravel with less than 5 percent (by weight) passing the US No. 200 sieve based on that fraction passing the 3/4-inch sieve. If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, higher fines content (up to 10 to 92 percent) will be acceptable. Material placed for structural fill should be free of debris, organic matter, trash and cobbles greater than 5-inches in diameter. The moisture content of the fill material should be adjusted as necessary for proper compaction. Suitability of On -Site Materials as Fill During dry weather construction, any nonorganic on -site soil may be considered for use as structural fill; provided it meets the criteria described above in the structural fill section and can be compacted as recommended. If the material is over -optimum moisture content when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. The deeper, native soils encountered in our test pits appeared to be near their optimum moisture content. While the sandy glacial till does have high fines content, it does appear suitable for reuse as structural fill at their present moisture contents. However, these soils will be difficult or impossible to reuse during wet weather, because of their high fines contents. Any boulders or large cobbles present in these soils would need to be segregated from the matrix for certain fill applications. If fill material is imported to the site for wet weather construction, we recommend that it be a clean sand and gravel mixture, such as high quality pit run with less than 5 percent fines, or crushed rock. Foundation Support Based on the encountered subsurface soil conditions encountered across the site, we recommend that the proposed building be supported on spread footings that bear directly on the medium dense native weathered till, deeper glacial till, or on structural fill that extends to suitable native soils. The soil at the base of the excavations should be disturbed as little as possible. All loose, soft or unsuitable material should be removed or recompacted, as appropriate. A representative from our firm should observe the foundation excavations to determine if RTI, LLC. Federal Way December 20, 2012 Page 8 suitable bearing surfaces have been prepared, particularly in the areas where the foundation will be situated on fill material. We recommend a minimum width of 2 feet for isolated footings and at least 16 inches for continuous wall footings. All footing elements should be embedded at least 18 inches below grade for frost protection. Footings founded less than 4 3/ to 5 feet below grade on the shallow medium dense weathered till or structural fill can be designed using an allowable soil bearing capacity of 2,500 psf (pounds per square foot) for combined dead and long-term live loads. Footings founded more than 4Y4 to 5 feet below grade on the dense native glacial till can be designed using an allowable soil bearing capacity of 4,500 psf (pounds per square foot) for combined dead and long-term live loads. The weight of the footing and any overlying backfill may be neglected. The allowable bearing value may be increased by one-third for transient loads such as those induced by seismic events or wind loads. Lateral loads may be resisted by friction on the base of footings and floor slabs and as passive pressure on the sides of footings. We recommend that an allowable coefficient of friction of 0.40 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 350 pcf (pounds per cubic foot). Factors of safety have been applied to these values. We estimate that settlements of footings designed and constructed as recommended will be less than 1 inch, for the anticipated load conditions, with differential settlements between comparably loaded footings of Y2 inch or less. Most of the settlements should occur essentially as loads are being applied. However, disturbance of the foundation subgrade during construction could result in larger settlements than predicted. Floor Slab Support Slabs -on -grade, if constructed, should be supported on the medium dense native soils or on structural fill prepared as described above. We recommend that floor slabs be directly Underlain by a capillary break material with minimum 6-inch thickness of coarse sand, pea gravel, or gravel containing less than 3 percent fines. The drainage material should be placed in one lift and compacted to an unyielding condition. A synthetic vapor barrier is recommended to control moisture migration through the slabs. This is of particular importance where the foundation elements are underlain by the silty sediments, or where moisture migration through the slab is an issue, such as where adhesives are used to anchor carpet or tile to the slab_ A subgrade modulus of 400 kcf (kips per cubic foot) may be used for floor slab design. We estimate that settlement of the floor slabs designed and constructed as recommended, will be 112 inch or less over a span of 50 feet. Subgradel Basement Walls Based on proposed development, we anticipate a daylight basement may be used. The lateral pressures acting on subgrade and retaining walls (such as basement walls) will depend upon the nature and density of the soil behind the wall. [t is also dependent upon the presence or absence of hydrostatic pressure. If the walls are backfilled with granular well - drained soil, the design active pressure may be taken as 35 pcf (equivalent fluid density). This design value assumes a level backslope and drained conditions as described below. The design for active pressure assumes the walls can yield 0.001 times the wall height. Stiffer walls or walls restrained from movement by diaphragms or floors should be designed to resist at -rest pressures of 50 pcf. Positive drainage which controls the development of hydrostatic pressure can be accomplished by placing a zone of coarse sand and grave[ behind the walls. The granular RTI, LLC. Federal Way December 20, 2012 Page 9 drainage material should contain less than 5 percent fines. The drainage zone should extend horizontally at least 18 inches from the back of the wall. The drainage zone should also extend from the base of the wall to within 1 foot of the top of the wall. The drainage zone should be compacted to approximately 90 percent of the MOD. over -compaction should be avoided as this can lead to excessive lateral pressures. A perforated PVC pipe with a minimum diameter of 4 inches should be placed in the drainage zone along the base of the wall to direct accumulated water to an appropriate discharge location. We recommend that a non -woven geotextile filter fabric be placed between the drainage material and the remaining wall backfill to reduce silt migration into the drainage zone. The infiltration of silt into the drainage zone can, with time, reduce the permeability of the granular material. The filter fabric should be placed such that it fully separates the drainage material and the backfill, and should be extended over the top of the drainage zone. A detail of this configuration can be found on Figure 7. Lateral loads may be resisted by friction on the base of footings and as passive pressure on the sides of footings apd the buried portion of the wall as described in the "Foundation Support" section above. Site Drainage All ground surfaces, pavements and sidewalks at the site should be sloped away from the structure. Surface water runoff should be controlled by a system of curbs, berms, drainage swales, and or catch basins, and conveyed to an appropriate discharge point. Based on the soils encountered in our explorations, we conclude that infiltration of storm water is not feasible at the site. We understand that a underground detention vault will be utilized for stormwater control. A soil density of 130pcf can be assumed for overburden load on the vault lid. We also recommend that the townhomes be provided with a perimeter footing drain. This drain should consist of a minimum 4-inch-diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe. The gravel onvelope should be wrapped with filter fabric to reduce the migration of fines from the adjacent native soils. The drain should be installed on the native soils at the same elevation as the base of the footing. Furthermore, the roof downspouts should not connect to the footing drain. LIMITATIONS We have prepared this report for use by RTI, LLC; C.E.S. NW, Inc.; and members of the design team, for use in the design of a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors for their bidding or estimating purposes only. Our report, conclusions and interpretations are based on data from others and limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be iricluded in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by ourfirm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to RTI, LLC. Federal Way December 20, 2012 Page 10 direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. If there are any changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented In this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. We havo appreciated the opportunity to be of service to you oil this project. If you have any questions or comments, please do not hesitate to call at your earliest convenience. Respectfully submitted, GeoResources, LLC Brad Fb. Biggerstaff, LEG Principal ` BPB:BI<C:rpo/rmp DocID: RTILLC.FederalWay.GR Attachments: Figure 1 — Site Vicinity Map Figure 2 — Site Plan Figure 3 — USDA SCS Solis Map Figure 4 — USGS Geologic Map Figure 5 — Soil Classification System Figure 6 —Test Pits Figure 7 — Wall Drainage �J IJ 11 Brian K. Callagan, PE Sr. Engineer u S GeoResouirce5, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Approximate Site Location Thomas Bros. Hap., Not to Scale Site Vicinity Map Proposed Townhomes 2245 -- South 333,d Street Federal Way, Washington File: RTILLC.FederalWay.SVM December 2012 Figure 1 r- r M Me it usi�—. -z, -. T.�Yk.�:: ti^?"..�; •,;,v.� i i y"��A: z ., ' (-'I�"-�� ��."�� ,�� a .1 R. SCALE 1'e = 40' APPROXIMATE LOCATION AND NUMBER OF TEST PIT TP-1 —U. ' GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Ph: 253-896-1011 Fax: 253-896 2633 Site and Exploration Plan Proposed Townhornes 2245 — South 333"' Street Federal Way, Washington Flle: RTILLC.FederalWay.SP December2012 Figure 2 •R y)� r' i.�[u `f{,+,1: S 373RJ s r jA a7 l , •• ��� � �.i a �:. �irr#; ,. ��, t , y`Z*. : �++'.� 1. '� •: it ' �.._ uOLoN IA L BLsJ� D � � a:s MOT 'r� �. t ,*. +� ••�L t � Est r H �,I• '.; � _L.;, � .. '� Ag 4�r rr. k • � ;:1 �7, � :, ! .., ,... � y� fir• — _, r' I y n?it 21 �dliF �� T •� r aL�ik • �� � ��F_�'l.� _ � { ; _' S ;ri .:r�,• In �.� r"' 1 f i j� � •i'�`.:' Y �1 � ire � N, �.r � • ��,` t � # 1 � fti F A .rvr ' �� ` � �f'1 • �y+y Isy.][; f cur �� l'�V �• rn r Approximate Site Location An excerpt from the Geologic map of the Poverty Bay 7.5-minute quadrangle, King County, Washington: U.S. Geological Survey Miscellaneous Field Studies map MF-nnnn by Booth, U. B., and Waldron H. H., and Troost, K.G., 2003. Qvt Till--C:oiu3act clt:illlict conuining subrowAed to j elt-r011lldOCl Clark:. glaciailZ tfailspax7e[I RLVI dej]O;7teCI. 11.IatfL%: is gellerally silty send to sandv silt: unoxidized ,ind hard_ Generally clis- plays an unclulatillg. upper surface; deposit is a fees meters to a few tens of meters thick. Also present locally within areas ivaooed as unit QVi GeoResouirces, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 USjS geologic Map Proposed Townhomes 2245 — South 333rd Street Federal Way, Washington Not to Scale File: RTILLC.FederalWay.USGS December2012 Figure SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GRAVEL COARSE GRAINED More than 50% GP POORLY -GRADED GRAVEL SOILS Of Coarse Fraction Retained on GRAVEL GM SILTY GRAVEL No. 4 Sieve WITH FINES GC CLAYEY GRAVEL More than 50% SAND CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND Retained on No. 200 Sieve ` SP POORLY -GRADED SAND More than 50% Of Coarse Fraction SAND SM SILTY SAND Passes WITH FINES No. 4 Sieve SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE GRAINED CL CLAY SOILS Liquid Limit Less than 50 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT More than 50% Passes No. 200 Sieve CH CLAY OF HIGH PLASTICITY, FAT CLAY Liquid Limit 50 or more ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification Is based on visual examination of soil in Dry- Absence of moisture, dry to the touch general accordance with ASTM D2488-90. 2. Soil classification using laboratory tests is based on Moist- Damp, but no visible water ASTM D2487-90. Wet- Visible free water or saturated, usually soil Is 3. Description of soil density or consistency are based on obtained from below water table Interpretation of blow count data, visual appearance of soiis, and or test data. GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 USCS Soil Classification System Proposed Townhomes 2245 — South 333rd Street Federal Way, Washington File: RTILLC.FederalWay.USCS December 2012 Test Pit TP-1 Location: At west end of proposed Storm water vault. De th ft Soil T pe Soil Description 0.0 - 1.0 Sod / Topsoil 1.0 - 3.5 SM Brown/ orange silty SAND with occasional gravel, medium dense, moist. (W. Till) 3.5 - 4.8 SM Gray silty SAND with gravel, cobbles, mottling, medium dense, moist. (W. Till) 4.8 - 12.0 SM Gray silty SAND with gravel, cobbles, dense to very dense, moist. (Glacial Till) Test pit terminated at 12.0 feet below the ground surface. No Caving Observed Isolated minor groundwater seepage observed at 4.3 - 4.8 feet below the ground surface Test Pit TP- 2 Location: South end of parcel just east of center Depth (ft) Soil Description 0.0 - 1.3 Forest Duff 1.3 - 4.0 SM Brown/ orange silty SAND with occasional gravel, medium dense, moist. 4.0 5.0 SM Graysilty SAND with ravel, cobbles, mottling, medium dense, moist. �' Till) y g g� (VII. Till) 5.0 6.5 SM Gray silty SAND with gravel, cobbles, dense to very dense, moist. (Glacial Till) xcavated on: 4.17.2008 GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Test pit terminated at 6.5 feet below the ground surface. No Caving Observed Minor groundwater seepage observed at 3.5 to 3.8 feet below the ground surface : MSM Test Pit Logs Proposed Townhomes 2245 — South 333rd Street Federal Way, Washington File: RTILLC.FederalWay.TP I December 2012 T Flgure 6 Ph. 253-896-1011 Tx. 253-896-2633 RTI, LLC C/o CES NW Inc. 310-2911 Street NE, Suite 101 Puyallup, WA 98372 (253) 848-4282 Attn: Mr. Steve Nelson GeoResources, LLC 5007 Pacific Hwy. E., Ste.16 rite, Washington 98424-2648 June 10, 2013 Geotechnical Engineering Analysis: Stormwater Infiltration Report Proposed Townhomes 2245- South 333rd Street Federal Way, Washington PN: 7978200180 Job No: RTI,LLC.S333rdSt.L This report presents the results of our geotechnical services for the proposed parting and drive lane surfaces to the proposed and existing townhomes located at 2245 South 333`d Street in Federal Way, Washington. The location of the site is shown on the attached Site Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with you, our experience in the project area, and our May 28, 2013 site visit. We previously prepared an updated Geotechnical Engineering Report dated December 20, 2012 for the site that included digging two test pits to depths of 6 to 12 feet, The City of Federal Way refers to the 2009 King County Surface Water Design Manual (KCSWDM), the Federal Way Addendum to the King County Surface Water Design Manual, the King County Stormwater Pollution Prevention Manual, and the latest edition of the LID Technical Guidance Manual for Puget Sound requirements for stormwater management. We understand that Low impact Development (LiD) systems including permeable pavement are being considered for the project. The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for providing recommendations for addressing stormwater infiltration from the new parking and drive lane surfaces. Our scope of services for the project included the following: 1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil conditions; 2. Excavating four shallow hand auger holes at selected locations; 3. Performing laboratory tests on the representative samples; and 4. Determining infiltration rates using the textural classification system. RTI,LLC.S333rdSt.L.r June 10, 2013 Page 2 The project site is located at 2245-South 333`d Street in Federal Way, Washington. The site is in an area of mixed multi -family and single-family residential development. The property boundary, existing site development, and proposed improvements are shown on the attached Site Plan, Figure 2. Portions of the area where the now parking and drive lanes will be constructed are currently used as a paved surface and previously cleared of native vegetation. The remainder of the site is covered with a combination of tall grass, small native type shrubs and scattered young deciduous trees. No surface water or seeps were observed on the site at the time of our site visit. Subsurface conditions were evaluated by excavating four hand auger holes. The holes were excavated with a post -hole digger and a 3-inch hand auger. The near surface soils consisted of 6 to 9 inches of topsoil mantling a loose to medium dense silty fine sand with gravel. Hand Auger HA-2 encountered assorted debris (bricks, tires) within the surficial soils indicating shallow fill placement. Underlying the surficial soil, we observed light brown silty sand with gravel. Our borings generally terminated at the top of the deeper underlying dense to very dense glacial till at depths of 3 %2 to 4 feet below the ground surface. Evidence of a seasonal perched groundwater table as mottiing was observed below depths of 2 to 3 feet in all four hand auger holes at the time of excavation. We performed sieve and hydrometer tests on the collected samples. Laboratory tests indicated the soils between depths of 1 to 11/2 feet had D14 values of 0.0259 to 0.0142 and fines contents of 28.8 percent to 34.2 percent. The HA--3 sample had a ❑io value of 0.0036 and a fines content of 41 percent. A minimum cat -ion exchange capacity of 5mg1Eq is required for water quality. The samples were processed at an outside laboratory and had Cat -Ion capacity levels ranging from 16.4 to 22.2 Na,mEg1100g. organic contents ranged from 5.1 to 9.6 percent. Two EPA falling head infiitration tests were conducted and indicated field measured rates of approximately 2 inches per hour. CONCLUSIONS AND RECOMMENDATIONS Based on our site observations, and the result of our subsurface explorations and laboratory tests, onsite infiltration appears feasible within the surficial soils However, the soils in the southern portion of the site near Hand Auger HA-3 will require a higher- factor of safety. Stormwater Infiltration Storm water infiltration rates for the weathered till soils were determined in accordance with the 2009 King County Surface Mister Design Manual (KCSW DM) and Appendix C Section 2.6 for Permeable Pavement. According to the formula (I design = I muasuedx,FresrlrrgX Fgeomelry X Fpruyg,ag] an appropriate design infiltration rate would be 0.42 inches per hour. We recommend using a long term rate no high than 0.22 inches per hour because of the high fines content and limited thickness of the material. This rate should only be applied to the soils obtained from center and north portion of the site in Hand Auger Holes HAA, HA-2, and HA-4. Based on the sieve results, we recommend a higher factor of safety such as 4, for infiltration in the areas of HA-3 because of the high fines content and low D,o value. At this time we have assumed that an appreciable groundwater level will not be encountered during the course of winter monitoring. If a groundwater level is established we may need to recommend a lower design rate, or if the groundwater levels are too high, infiltration.may not be feasible at all and an alternative drainage system will need to be RTI,LLC.S333rdSt.L.r June 10, 2013 Page 3 designed. In any case we recommend that we be on site to inspect the excavated bottom of the trench to ensure that suitable soils have been exposed. Suspended solids could eventually clog the soil and reduce the infiltration rate for the proposed system. It is critical that every effort be utilized to ensure that no fines enter the system prior to the stabilization of the site. To reduce potential clogging of the infiltration systems, the permeable pavement section should be vacuumed quarterly at a minlmum. Temporary systems may be utilized through construction. We also do not recommend that topsoil or other fine grain material be placed over the native soils within the vicinity of the proposed permeable pavement sections. Periodic sweeping of the paved areas will help extend the life of the infiltration system. LIMITATIONS We have prepared this report for RTI, LLC; CES NW Inc.; and their agents for use in design and construction of the various components of this project. The data and report can be utilized for bidding or estimating purposes, but our report, conclusions and recommendations should not be construed as a warranty of the subsurface conditions, as they may vary both vertically and laterally. If there are changes in the locations or assumptions stated for this project, the conclusions and recommendations presented may not be fully applicable. If design changes are made, we should review the proposed changes to verify the applicability of our conclusions and recommendations. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time this report was prepared. No warranty, express or implied, should be understood. QA➢ RTI,LLC.S333rdSt. L.r June 10, 2013 Page 4 We appreciate the Opportunity to be of service to you on this project. Please call if you have any questions regarding this submittal, or if we can provide additional services. Yours very truly, GeoResources, LLC LRADLEY P, DI66ERSTAFF Brad P. Biggerstaff, LEG Principal BPB:DCB/rmp ROOD: RTI,LLC.S333rdSt.L Attachments: Figure 1 — Site Plan Figure 2 —Sail Classification System Figure 3 — Hand Auger Logs LaboratoryAnalysis Dana C. Biggerstaff, P.E. Senior Geotechnical Engineer SS SOIL TYPE: ALDERWOOD (AgB) TOTAL BASIN AREA: �9p I GRAVELLY SANDY LOAM, 0 TO 6 36,118 SQ. FT. b,..11 I PERCENT SLOPES EXISTING: � 0% EX. PGIS (PUBLIC) = 5,505 SQ. FT. ■? EX. PGIS (PRIVATE) = 3,881 SQ. FT. EX. IMP SURF = 2,490 SQ. FT. PERV = 24,242 SQ. FT. SS AREA TRIBUTARY TO POROUS ASPHALT INFILTRATION AREA DRIVE AISLE: z N Z I TOP OF PAVE - 374.8 PLUS/MINUS F' 0 M BOTTOM OF INFILTRATION - 371.8 PLUS/MINUS po EXISTING GRADE - 371 TO 373 TOP OF WALL (HIGHEST) - 375 PLUS/MINUS v T BOTTOM OF WALL - 370 PLUS/MINUS ' PROPOSED DESIGN INFILTRATION: 0.44 INFILTRATION WITH FS OF 4 (0.11 IN/HR) + INFILTRATION AREA (578 SQ. FT) PRIVATE DRIVE BASIIq',z--�- /��RSTq �aS EX. PAVING TO BE REMOVED - AND REPLANTED WITH SOD I I F— I � BYPASS BASIN j o ~��----370�— I I I� GRAPHIC SCALE F, + 30 0 16 30 SD �� IN FEET [ 1 inch = 30 ft. F, APPROXIMATE LOCATION AND NUMBER OF HAND AUGER HA-1 ■, � � I ~f I I I I f j 1 �I i I �I Ir I R lid y * C4 �sI � G r N W co m to 0 N = Z a � 2 M/ m j MCC a a tu S N in W ri) W C] w Z W W W a L co z rn N 0) O c O c) q` U Designed: Drawn: STN STN Checked: CAD, Scale: 1" = 30' Date: 2-6-13 Job No.: 12074 Sheet No.: B2 2 of 2 Sheets COARSE GRAINED SOILS More than 50% Retained on No. 200 Sieve FINE GRAINED SOILS More than 50% Passes No. 200 Sieve SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GRAVEL CLEAN GRAVEL More than 50% Of Coarse Fraction GRAVEL Retained on WITH FINES No. 4 Steve SAND CLEAN SAND More than 50% Of Coarse Fraction Passes No. 4 Steve SILT AND CLAY Liquid Limit Less than 50 SILT AND CLAY Liquid Limit J- HIGHLY 50 or more ORGANIC SOILS SAND WITH FINES INORGANIC ORGANIC INORGANIC ORGANIC NOTES: 1. Field rlassification is based on visual examination of soil In general accordance with ASTM 02488-90. 2. Soil classificalion using laboratory tests is based on ASTM D2487-90. 3. Description of soil density or consistency are based on interpretatlon of blow count data, visual appearance of soils, and or test data. GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 GROUP SYMBOL. GROUP NAME _ GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY -GRADED GRAVEL GM SILTY GRAVEL GC 1 CLAYEY GRAVEL SW WELL -GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SM SILTY SAND Sc ML CLAYEY SAND SILT CL CLAY OL ORGANIC SILT, ORGANIC CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY OH PT ORGANIC CLAY, ORGANIC SILT PEAT SOIL MOISTURE MODIFIERS: Dry- Absence of moisture, dry to the touch Molst- Damp, but no visible water Wet- Visible free water or saturated, usually soil Is obtained from below water table Unified Soil Classification System Proposed Residential Development 2245 S 333rd Street Federal Way, Washington DocID: RTI,LLC.S333rdSt I June 2013 1 Figure 2 Hand Auger HA -'I Location: N portion of site Depth (feet) Soil Type Soil Description 0 - 9/ _ Sod over Topsoil 3/ 1 3/ SM Brown gravelly silly sand (loose to medium dense, moist) 13/ 3%Z SM Light brown silty sand with gravel, mottling at basal contact (medium dense, moist) 31/ - 4 SM Gray silty sand with some gravel (dense to very dense at depth, moist) Terminated at 4 feet below ground surface. Minor caving observed in upper foot. No groundwater seepage observed. Mottling observed at 3 feet depth. Hand Auger HA-2 Location: Center of site Depth feet Soil Type Soil Description 0 - 1 - Topsoil with debris ( brick, tire, metal) 1 - 2 SM Brown gravelly silty sand (loose to medium dense, moist) 2 - 4 SM Light brown silty sand with gravel, mottling at basal contact (medium dense, moist) 4 - 4'/, SM Gray silty sand with some gravel (dense to very dense at depth, moist) Terminated at 4% feet below ground surface. Minor caving observed in upper foot. No groundwater seepage observed. Mottling observed at 3 feet depth. Hand Auger HA-3 Location: SW portion of site Depth feet Soil T e Soii Descri Lion 0 - % - Topsoil 1% - 2 SM Brown sandy silt with gravel (loose to medium dense, moist) 2 3 % SM Light brown silty sand with gravel, mottling at basal contact (medium dense, moist) - 3 3/ _ + SM Gray silty sand with some gravel (dense to very dense at depth, moist) Terminated at 3% feet below ground surface. No caving observed. No groundwater seepage observed. Mottling observed at 3 feet depth. Logged by: R. M. 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