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13-105656
A�kCITY OF Federal November 6, 2014 Steve Davis 6124 Panorama Drive SW Tacoma, WA 98422 FiLE CITY HALL Way 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityofiederalway.. com RE: File #13-105656-00-UP; PROCESS II `SITE PLAN REVIEW' APPROVAL Extreme Clean Car Wash, 803 South 348th Street, Federal Way Dear Mr. Davis: The City of Federal Way's Community Development Department has completed administrative review of the proposed Extreme Clean Car Wash and site improvements located at 803 South 348th Street. The Process II land use application submitted on December 20, 2013, is hereby conditionally approved as the proposal meets site plan and community design guideline criteria set forth in Federal Way Revised Code (FWRC) 19.60.050 as found in the enclosed Exhibit A - Findings for Process II Site Plan Approval and incorporated into this decision. The remainder of this letter outlines the zoning and development review process required for this proposal, condition(s) of approval, and a summary of appeal procedures. REQUIRED REVIEW PROCESS The proposed improvements to the site are subject to Process II Site Plan Review pursuant to car wash use requirements set forth in FWRC 19.240.050. The proposal does not exceed the city -adopted flexible thresholds set forth in FWRC 14.15.030(c) and therefore is exempt from review under the State Environmental Policy_Act. CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize undesirable effects of granting application approval. l . Pedestrian pathways should be delineated by separate paved routings using a variation in paved texture and color. Prior to issuance of a certificate of occupancy for the proposed car wash, an inspection is required to verify the pathway is constructed in an approved method of delineation, such as, brick or granite pavers, or stamped and colored concrete. Please contact Associate Planner Becky Chapin, 253-835-2641, to schedule an inspection. 2. No landscaping can be located within the discharge level spreader area. Prior to issuance of a certificate of occupancy for the proposed carwash, all landscaping per the `redlined' approved landscape plan, resubmitted June 30, 2014, must be installed. Please contact Associate Planner Becky Chapin, 253-835-2641, to schedule a landscape inspection. 3. Prior to building permit issuance, the applicant is required to pay a traffic impact fee. Per FWRC 19.91, fees are calculated based on the impact fee schedule in effect at the time a complete building permit application was filed. Mr. Davis November 6, 2014 Page 2 4. Prior to building permit issuance, a 10-foot right-of-way dedication along South 348th Street is required. APPROVAL DURATION Unless modified or appealed, the Process II decision is valid for five years from the date of issuance of the decision. Time extensions to the decision may be requested prior to the lapse of approval following the provisions listed in FWRC 19.15.110. The improvements must be substantially completed within the five-year time period or the land use decision becomes void. APPEALS The effective date of this decision is November 9, 2014, or three days from the date of this letter. 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 November 24, 2014. Any appeal must be in the form of a letter delivered to the .Community 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 Director's decision, including the identification of specific findings and conclusions made by the Director disputed by the person filing. However, in that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. 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, or authorization to clear and grade. If you have any questions regarding this decision, please contact Becky Chapin, Associate Planner, at 253-835-2641, or becky.chapin@cityoffederalway.com. Sincerely, Isaac Conlen Planning Division Manager for Larry Frazier, Interim Director enc: Approved Site Plan and Elevations Exhibit A `Findings for Process II Site Plan Review Approval' c: Steve Davis, stevescarwashl968@gmail.com Becky Chapin, Associate Planner Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Engineer Scott Sproul, Assistant Building Official Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District 13-105656 Doc I D 67210 4k CITY OF <� Federal Way EXHIBIT A Findings for Process II Site Plan Approval Extreme Clean Car Wash File #13-105656-00-1-P FILE The Planning Division hereby makes the following findings pursuant to content requirements of the Process II 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 initial submitted items by the applicant received December 20, 2013, and subsequent resubmittals on March 20, 2014, June 30, 2014, September 18, 2014, and October 16, 2014. 1. Proposal — The applicant proposes development of a new 2,300 sq. ft. automated car wash tunnel with 6 vacuum stalls and associated site improvements. 2. Comprehensive Plan & Zoning Designation — The subject property is located within a Commercial Enterprise (CE) comprehensive plan and zoning designation. The property's proposed car wash is a permitted use within the CE zone pursuant to FWRC 19.240.050, vehicle service station or car wash, and the associated office use is considered an accessory use. 3. Review Process —Car wash uses located in the CE zone are subject to development review procedures of Process II `Site Plan Review' set forth in FWRC Chapter 1-9.60. Process II review requires no public notice period and concludes with a written decision issued by the Director of Community Development. Appeals of the director's decision are conducted by the city's Hearing Examiner. 4. Environmental Review — The proposed improvements are exempt from environmental review. The new building will be less than 12,000 square feet; the improvements are consistent with the State Environmental Policy Act (SEPA) definition of "minor new construction" as set forth in WAC 197-11-800(2)(e). 5. Critical Areas — The city's critical areas map has designated the southwest portion of the subject property as a wetland buffer area. The wetland itself is located off site per the report prepared by John Comis Associates, LLC, dated January 31, 2013. The wetland buffer encompasses an estimated 958 sq. ft. of the site. No work is proposed in the wetland buffer area. 6. Variance Decision — The applicant submitted a Variance Master Land Use application to the city on April 15, 2013. The applicant requested a variance to the CE zone required 15-foot side yard setback for car wash facilities as prescribed in FWRC 19.240.050. The applicant proposed a 5-foot east side yard setback. City staff supported the request and forwarded a recommendation of approval to the Hearing Examiner. The Hearing Examiner approved the variance request on October 9, 2013. 7. Setbacks — The required yard for car, wash use is 20 feet front, 15 feet side and rear setbacks. However, per the approved variance, the setback is 5 feet on the east side; all other yards meet the setback requirements. Height — The height of the development is approximately 19 feet above average building elevation. The height of the structure is below the maximum 40-foot building height. 9. Lot Coverage — No maximum lot coverage applies. Instead, the buildable area will be determined by other site development regulations, i.e., required yards, landscaping, surface water facility, etc. 10. Parking — Pursuant to FWRC 19.240.050, car wash and office uses shall provide 1 parking stall for each 300 square feet of gross floor area. The proposed office building measures 2,320 square feet and therefore 8 parking stalls are required. The applicant has provided 8 new stalls, which meets the minimum requirement. There are also six vacuum stalls located outside the main entrance. 11. Landscaping — Type III landscaping five feet in width is required along the north, south, and east perimeter property lines. Type III landscaping is a visual buffer consisting of a mixture of evergreens and deciduous trees, large shrubs, and groundcover. Type I landscaping 15 feet in width is required along the west perimeter property line abutting a Single Family Residential (RS35.0) zone. Type I landscaping is a solid screen, consisting of evergreen trees, large shrubs, and groundcover, which provides a 100 percent sight - obscuring screen. Perimeter Landscape Modification Approval The applicant has submitted a landscape modification request to reduce the west perimeter landscaping to five feet of Type III landscaping instead of the required 15 feet Type I landscaping. The property to the west is zoned Single Family Residential (RS35.0) which is City Park property — West Hylebos Wetlands Park. Pursuant to FWRC 1 9.125.1 Q0(4), the applicant has demonstrated that the modification is necessary because of special circumstances relating to size, vegetation, and surroundings of the subject property. The subject property's east to west dimension is narrow and the proposed car wash use cannot function correctly without the reduced landscape buffer. The reduced buffer will provide for safe and proper on - site vehicle circulation and parking configuration. In addition, the existing parks property to the west is densely vegetated and is unlikely to be developed with a residential use. Therefore, the reduced buffer will not harm or impact the adjacent property. Staff finds the modification proposal meets threshold criteria as it represents a superior result than that which could be achieved by strictly following the requirements of the landscaping code; it complies with the stated purpose of this title and any applicable subsections of this title; and the proposed modification will not violate any Federal Way Revised Codes or ordinances. In particular, the modification will not be a substitute for any zoning variance. The landscape modification request is hereby approved. 12. Clearing/Grading and Retaining Walls — The site naturally slopes from the northeast corner to the southwest corner. There is an approximate drop of 16 feet across the site, with an average slope of 6.2%. A StoneTerra retaining wall is proposed along the east and west property lines and associated fill material has already been brought to the site. Per FWRC 19.120.120, the retaining wall cannot exceed a maximum height of six feet as measured from finished grade at the base of wall to top of wall. As proposed, the retaining wall varies from two to six feet in height. 13. Tree Retention/Replacement — Pursuant to FWRC 19.120.130, the minimum tree density for a redeveloped parcel within a CE zoning district is 20 tree units per acre. Through retention and/or new planting, the subject property will be required to provide 12 tree units for 0.57 acres (20 tree units x 0.57 acres = 11.4). The applicant has proposed to provide new plantings of small, medium, and large canopy trees exceeding the minimum tree unit requirement. 14. Community Design Guidelines — The proposed building complies with the provisions of FWRC Chapter 19.115, "Community Design Guidelines" as detailed below. Findings for Process II Site Plan Approval Page 2 Extreme Clean Car Wash File # 13-105656-00-UP/ nog. i.n. 65336 — t1 a. Drive -through facilities — The following standards apply to drive -through: • Stacking lanes are separated from the overall parking area by curb and landscaping. • A bypass/escape lane is provided. b. Building Design — The building primary entrance is clearly visible from the right-of-way, South 348I' Street. The entrance is emphasized by the use of large store front windows and arcade walls. Facades visible from rights -of -way and other public areas incorporate methods of articulation and accessory elements in the overall architectural design. Window openings with visible trim, horizontal trellis, painted banding, and canopies above the storefront window are provided as methods to articulate blank walls. The west building facade is both longer than 60 feet and visible from a right-of-way and must incorporate "two of four" facade treatments. Modulation and canopies are utilized to meet this criterion. The east elevation is longer than 60 feet; however, it is not visible from the right-of-way and is screened with landscape buffer and existing trees. c. Pedestrian Circulation — Pedestrian pathways and pedestrian areas are incorporated into the site design. Pedestrian access from South 3481h Street to the main entrance of the building is provided via a pathway. The pathway must be delineated by separate paved route with variation in paved texture and/or color. Asphalt striping is not allowed. i �i. Str eel i r ontage li.—.pro vements — A r aised chan.el�zat.on .-land at the driveway '.s required to limit access to right -in and right -out only. No street frontage improvements are required along South 348t' Street. A 10- foot right-of-way dedication is required. 16. Transportation — As a component of the Process II application, the applicant was required to undergo traffic concurrency analysis pursuant to the state Growth Management Act; goals and policies of the Federal Way Comprehensive Plan; and FWRC Chapter 19.90 Transportation Concurrency Management. The Public Works Traffic Division found that all intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet City of Federal Way Level of Service (LOS) standards with the City's programmed improvements. A Capacity Reserve Certificate (CRC) was issued by the Public Works Department on May 20, 2014, for 36 new PM peak hour trips generated by the project. Prior to building permit issuance, the applicant will be required to pay a traffic impact fee. Per FWRC 19.91, fees will be calculated based on the impact fee schedule in effect at the time a complete building permit application is filed. 17. Stormwater — The proposed development is required to provide full drainage review and to comply with the 2009 King County Surface Water Design Manual (KCSWDM) and the Federal Way Addendum to the 2009 KCSWDM. A detention tank is proposed to meet .Conservation Flow Control Standards, discharging via a dispersion trench into the City -owned Hylebos wetland area to the southwest. Prior to discharge, Stormwater will be treated per the Enhanced Basic water quality menu using a sand filter. 18. Conditions of Approval — The following conditions of approval are attached to the Process H decision: Pedestrian pathways should be delineated by separate paved routings using a variation in paved texture and color. Prior to issuance of a certificate of occupancy for the proposed car wash, an inspection is required to verify the pathway is constructed in an approved method of delineation, such as, brick or Findings for Process II Site Plan Approval Page 3 Extreme Clean Car Wash File # 13-105656-00-UP/ Doc. I.D. 65336 granite pavers, or stamped and colored concrete. Please contact Associate Planner Becky Chapin, 253- 835-2641, to schedule an inspection. * No landscaping can be located within the discharge level spreader area. Prior to issuance of a certificate of occupancy for the proposed car wash, all landscaping per the `redlined' approved landscape plan, resubmitted June 30, 2014, must be installed. Please contact Associate Planner Becky Chapin, 253-835- 2641, to schedule a landscape inspection. Prior to building permit issuance, the applicant is required to pay a traffic impact fee. Per FWRC 19.91, fees are calculated based on the impact fee schedule in effect at the time a complete building permit application was filed. Prior to building permit issuance, a 10-foot right-of-way dedication along South 348`" Street is required. 19. Additional Permits Required — The city is currently reviewing the associated building permits for the car wash facility file #13-105660-CO, and the retaining walls file #14-104826-CO. The city issued a cease activity notice for clearing, grading, and fill activities without a permit, file #14-103759-VO. The applicant has started grading the site and brought in fill; however, all activities have stopped. No additional clearing/grading or construction activities may begin until the building permits have been approved and issued. 20. ;vecisio~. Criteria — Staff finds the proposal ;s consistent with applicable site plan approval criteria required for Process 11 as set forth in FWRC 19.60.050. As conditioned, 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 Guideline 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: Becky Chapin, Associate Planner Findings for Process II Site Plan Approval Extreme Clean Car Wash Date: November 5, 2014 Page 4 File # 13-105656-00-UP/ D.G I.D. 65336 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES ' 1 � 33325 81h Avenue South CITY OF RES V B M IIT'-rl Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 Federal Tay O C T 16 2014 www.ciLyoffederalway.com CITY OF FEDERAL WAIF i"U RESUBMITTAL INFORMATION This completed form MUS T accompany all resubmittals. *Please note., 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 DRA WINGS MUST BE CL OUDED. Project Number: 4 a - Q --S 6 5— -fi _ 0 � _ Project Name: u Project Address: 41 Project Contact: Phone: RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item ** Always submit the same number of copies as required for your initial application." Resubmittal Requested by: —&-Letter Dated: / (staff Me OFFICE USE ONL Y RESUB A- Distribution Date: Dept/Div I Name # Description Building Planning�P PW Fire Other Bulletin #129 — January 1, 2011 Page I of 1 k:\Handouts\Resubmittal Information RecEiVED Ph 253-896-1011 Fx 253-896-2633 SEP 18 Z014 CITY OF FEDERAL WAY .. CD Extreme Car Wash 6124 Panorama Drive NW Tacoma, WA 98422 Attention: Mr. Steve Davis GeoResources, LLC 5007 Pacific Hwy E., Ste. 20 Fiffe, Washington 98424 August 11, 2014 Proposed Retaining Wall Extreme Car Wash 803 South 34h Street Federal Way, Washington 98038 PN: 202104-9087- - - Job ID: ExtremeCarWash.FedWay.RW As requested, we are providing design calculations for the proposed StoneTerraTM retaining wall proposed along the west and east side of the site located on the vacant lot located at 803 South 348fh Street in Federal Way, Washington. The approximate site location is shown on the attached Site Location Map, Figure 1. It is our understanding the east wall will have an exposed face height of 4 feet, while the west wall will have a typical exposed face height of 6 feet, steeping to 4 and 2 feet at one end of the wall. The proposed wall layouts are shown on Figures 2a and 2b, respectively. The retaining wall will be constructed as close to the property line as possible, and will retaining adjacent fill soils. The fill will be imported gravel borrow. The StoneTerraTM retaining wall should be constructed according to the manufacturers' specifications and GeoResources recommendations. The StoneTerraTM retaining wall.system can be.constructed in either a gravity or reinforced condition. The StoneTerraTM blocks measure 2 feet tall by 4 feet wide by2 feet deep. There is also full or bench 1-foot tall block. We recommend a minimum embedment of 12 inches and a minimum crushed rock base course (leveling layer) of 6.inches. A typical StoneTerraTM' Wall Detail is attached as Figure 3. The design calculations for both a 4-foot and 6-foot exposed face reinforced wall are attached in Appendix A. Since no subsurface explorations were performed as part of this wall design, GeoResources should verify exposed bearing soils at the time of construction. We should also verify the drain and block placement, provide intermittent field observations, and perform in -situ field density testing of the backfill material during the wall construction. It is our opinion that the block will with a pea gravel zone, will act as a silt fence during construction. Mechanically Stabilized Earth (VASE) Wall Option with Segmental Block Facing Mechanically Stabilized Earth (MSE) walls will be faced with StoneTerraTM should be constructed according to the manufacturers' specifications and GeoResources recommendations. All segmental block walls exceeding 3 feet in exposed height, should be constructed utilizing geotextile reinforced backfill zones and suitable wall backfill material. As stated, a minimum 12-inches of embedment and 6-inches of gravel leveling course is necessary for passive pressures and erosion protection purposes. 1.1 D M -0 D � 70 0 rr Oo7Ct ;;a M M = ExtremeCarW ash.FedW ay. RW August 11,2014 Page 2 As shown on the attached design calculations, the first layer of geogrid reinforcement should be placed on top of the lowest block. The remaining layers of geogrid are then placed on top of each additional row of blocks. A grid schedule showing the number of geogrid layers, and their corresponding lengths for each wall height is shown below. An MSE wall with segmental block facing detail for the site and the design calculations for exposed wall heights of up to 6 feet are provided. The minimum grid length for any given wall height varies from about 70 to 100 percent of the total wall height, with the top layer typically being feet longer than the lower layers. GeoResources should verify bearing conditions, observe the drain placement and provide intermittent observations and field density testing of the backfill material during the wall construction. Exposed E Length Height Face Wall Layer No. Block Reinforcement °L° From Bottom of Blocks Height (feet)* (feet) -----Full S0350- 2 4.0 feet SG350 4 Full jig or Bench F - - - 1A Full SG350 7 2 0 feet 2A Full SG350 8 4 j 3A --- -Full - _ - --- -� - - I 4A Full'/2 or Bench'/2 �— - Note " = Grid length measured from face of wall The wall should have a wall drain installed at the base of the lower block. The drain should consists of a minimum 4-inch diameter perforated PVC pipe wrapped in clean, free draining washed rock. The drainage material should be placed along the base of the wail, be about 1-foot thick from the back of the wall, and extend up to the top 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 -backfillA-o-reduee-siltmigration--intot-he-drainage-zone. -The4nftftratJon-Gf-:silt inthe drainage zone can, with 11 tirne3-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. The drain should discharge to an appropriate location determined by the project civil engineer. This Retaining Wall Design Letter was prepared under by direct supervision. It is my opinion that the information provided herein and the preparation of this Letter is in accordance with the applicable standards of Pierce County and the Certificates and Seals and WAC 196-27-020 Fundamental Canons and Guidelines of Professional Practice. E��. ExtremeCarW ash.FedWay. RW August 11, 2014 Page 3 We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. Respectfully submitted, GeoResources, LLC Brad B. Biggerstaff, LEG Principal KSS:BPB:DCB:kss DoclD-. ExtremeCarWash.FedWay.RW Attachments: Figure 1 — Site Location Map Figure 2 — Site Plan Figure 3 — Typical StoneTerrar"Wall Detail East Wall Layout West Wall Layout Calculations Dana C. Biggerstaff, PE Principal L� GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Approximate Site Location Site Vicinity Map Extreme Car Wash 803 South 348th Street Federal Way, Washington 980.38 Not to Scale DoclD: ExtremeCarWash.FedWay.F I August 2014 Figure 1 SOUTH 348TH STREET - - - - - - - - - - 21 i T p - I-e 4I II I� �I IQN-V 27' P'M 0 TU-39-Jr W 199.99' Y C INV L Not to Scale GeoResources, LLC Site Plan 5007 Pacific Highway East, Suite 16 Extreme Car Wash Fife, Washington 98424 803 South 34e Street Phone: 253-896-1011 Federal Way, Washington 98038 Fax: 253-816-2633 DoWD: ExtremeCafflashxedway.F August 2014 Figure 2 Concrete LeveSng pad ** PR EJLIMINAitY -BLOCIC LAYOM TO 13B APPROVED BY ENGINEE1Z * GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 ReFnforced Grill per EaglnpeM 51peakatlom (typ.) Typical StoneTerra Wall Detail Extreme Car Wash 803 South 348t' Street Federal Way, Washington '98038 a » —§� \k�§ aU§] L4 \\km �- 00>mm { \| k Kk � > « «§g 2£ 0.CD 0. - _ 00 \|\�} . j>m0 _ �S%% ® mz66 2 e#2m )} . § § (� «� � ■ ( � �q . � ] % /41 �. k b �CL a �k§ » o R % ; b22 \ � t� 41 j41r§ n#/; ( \ k\U 2 2 G�J 2 -\ 9 { , / a .. -- � } �t2 \ & w§e E _jEt#\k/ � �■! a ■-c /222$§� - _ f7 _ §/f �! io C! m11 ul MTLERR9 sYSTFM NOTES ON DESIGN UNITS The wall section is designed on a 'per unit width bases` (Ib/ft/ft of wall or kN/mlmeter of wall). In the calculations the software shows lb/ft or kN/m, neglecting the unit width factor for simplicity. The weights for the wall unit are shown as Ibs / ft3 (kN / m3). For SRW design a 1 sf unit is typically 1 ft deep, '1.5 ft wide and 8 inches tall (or 1 ft3). therefore a typical value of 120 pcf-is-shown. With larger units the unit weight will vary with the size of the unit. Say we have 4 ft wide unit, 1.5 ft tall and 24 inches deep with a tapered shape (sides narrow), built with 150 pcf concrete. We add up the concrete, the gravel fill and divide by the volume and and the results may come out to 140 pcf, as shown in the table. The units with more gravel may have lower effective unit weights based on the calculations. Hollow Units Hollow units with gravel fill are treated differently in AASHTO. If the fill can fall out as the unit is lifted, then AASHTO only allows 80% of the weight of the fill to be used for eccentricity (overturning calculations), In the properties page for the units the weight of the concrete may be as low as 75 pcf. This is the effective unit weight of the concrete only (e.g. the weight of the concrete divided by the volume of the unit). The density of the concrete maybe 150 pcf, but not the effective weight including the volume of the void spaces used for gravel fill. Rounding Errors When doing hand calculations the values may vary from the values shown in the software. The program is designed using double precision values (64 bit precision: 14 decimal places). Over several calculations the results may differ from the single calculation the user is making, probably inputting one or two already rounded values. Result Rounding As noted above the software is based on double precision values. For example, using an NCMA design method an allowable factor of safety of 1.5 the software may calculate a value of 1.49999999999999, since this is less than 1.5, it would be false (NG), even though the results shown is 1.50 (results are rounded to 2 places on the screen). In the design check we round to 2 decimal places to check against the suggested value (1.49999999999 rounds to 1.50). Given the precision of the calculation, this will provide a safe design even though the 'absolute' value is less than the minimum suggested. Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWail Page 2 M I1: RRA W_�L SYSTEM Project: Extreme Car Wash Location: East Wall Designer: K.SS7DCB Date: 8/11120.14 Section: Section 1 Design Method: AASHTO_LRFD_2012 Design Unit: Stone.Terra Seismic A= 0:290 UltraWall UltraWall rr3.3 Build 14213 6C/o ft SOIL PARAMETERS cp coh y Reinforced Soil: 36 deg 0 psf 130 pcf Retained Soil: 32 deg 0 psf 125 pcf - _-Foundation-Soil: --36 deg -, 0-psf 135-pcf--- Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.00-ft Wall Batter/Tilt: 2.40/ 0.00 deg Embedment: 1.00 ft Leveling Pad Depth: 0.50 ft Slope Angle: 0.0 deg Slope Length: 0.0 ft Slope Toe Offset: 0.0 ft Vertical b on Single Depth RESULTS (Static / Seismic) CDR Sliding: 4.12 (fnd) / [2.68 ] Eccentricity (e/L): 0.06 / -0.11 Live -Load: 0 psf Live Load Offset: 0.00 ft Live Load Width: 0 ft Dead Load: 0 psf Dead Load Offset: 2.0 ft Dead Load Width: 0 ft Leveling Pad Width: 3.00 ft CDR Bearing: 16.01 / 19.53 Bearing: 1036.57 / 1036.57 Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 1 MAERR9 M SYSTEM DESIGN DATA Load Factors for Design AASHTO Table 3.4.1-1 & 3.4.1-2 F-- Load Case Str Max Str Min Extreme Max a Extreme Min Service Str I Dead Load (DC) 1.25- 0.90 ry _ _ 1.25 0.90 1.00 Soil Load Driving (EH) 1.50 0.90 1.50 0.90 1.00 Str I Vert Earth Load (EV) 1.35 1.00 1.35 1.00 1.00 Dead Load Surcharge (ES) 1.50 0.75 1.50 0.75 1.00 Live Load (LL, PL, LS) 1.75 0.00 0.50 0.0 1 1.00 AASHTO Table 11.5.7-1 & Article 11.5.8 MSE Resistance Case n� Bearing Resistance (RFbr) Strength Extreme Service � C 0.65 0.65 1.00 Sliding Soil to Soil (RFsI) 1.00 1.00 1.00 _ Sliding Soil to Reinforcement (RFslrt) 1.00 1.00 1.00 Tensile Resistance (RFten) 0.90 1.20 1.00 Pullout Resistance (RFpo) 0.90 1.20 1.00 Overturning Resistance (RFot) 0.60 1.00 1.00 AASHTO Table 10.5.5.2.2-1 Gravity Resistance Case Resistance Factor - Bearing Resistance (RFbr) 0.45 Cast -In -Place Concrete to Stone (RFsI pip) 0.80 Precast Concrete to Stone (RFsI_c) 0.90 _ Stone to Soil (RFsI_s) 0.90 Passive EP (RFep) 0.50 Application of Load Factors i Group DC EV LS EH �. Probable Use Strength I•a WY� _ 0.90 �. �1.00 1.75 1.50 6CECISL Strength 1-b 1.25 1.35 1.75 1.50 BC (max. value) Service 1 1.00 F 1.00 1.00 1.00 Settlement Notes: BC - Bearing Capacity; EC - Eccentricity; SL - Sliding By Inspection: - Strength I -a (minimum vertical loads and maximum horizontal loads) will govern for the case of sliding and eccentricity (overturning); and • For the case of bearing capacity, maximum vertical loads will govern and the factored loads must be compared for Strength 1-b and Strength IV. Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 3 TERRA„ WALL SYSTEM DESIGN DATA Load Factors for Design MINIMUM DESIGN REQUIREMENTS Minimum embedment depth Min emb = 1.0 ft INPUT DATA Geometry Wall Geometry Design Height, top of leveling pad to finished grade at top of wall H =5.00 ft Embedment, measured from top of leveling pad to finished grade emb =1.00 ft Leveling Pad Depth LP Thickeness =0.50 ft Face Bafter, measured from vertical i =2.40 deg Slope -Geometry Slope Angle, measured from horizontal. R =0.00 deg Slope toe offset, measured from back of the face unit STL offset =0.00 ft Slope Length, measured from back of wall facing SL Length =0.00 ft NOTE: if the slope toe is offset or the slope breaks within three times the wall height, a Coulomb Trial Wedge method of analysis is used. Surcharge Loading Live Load, assumed transient loading (e.g. traffic) LL = 0.00 psf Live Load Offset, measured from back face of wail LL_offset =0.00 ft Live Load Width, assumed strip loading LL width = 0.00 ft Dead Load, assumed permanent loading (e.g. buildings) ❑L = 0.00 psf Dead Load Offset, measured from back face of wall DL_offset =2.00 ft Dead Load Width, assumed strip loading . DL width = 0.00 ft —Se+P-arameters Retained Gone Angle of Internal Friction cp = 32.00 deg Cohesion coh =0.00 psf Moist Unit Weight gamma=125.00 pcf Foundation Angle of Intemal Friction y = 36.00 deg Cohesion coh =0.00 psf Moist Unit Weight gamma=135.00 pcf Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 4 TERRA: WALL SYSTEM UltraWall UltraWall 0.3 Build 14213 Project: Extreme Car Wash Location: East Wall Designer: KSS/DCB Date: 8/11 /2014 Section. Section 1 Design Method: AASHTO_LRFD_2012 Design Unit: StoneTerra Seismic Acc: 0.290 zo0ft :SOIL PARAMETERS 9 coh y Reinforced Soil: 36 deg 0 psf 130 pcf Retained Soil: 32 deg 0 psf 125 pcf Foundation Soil: 36 deg 0 psf 135 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 7.00 ft Wall Batter/Tilt: 2.40/ 0..00 deg Embedment: 1.00 ft Leveling Pad Depth.: 0.50 ft Slope Angle: 0.0 deg Slope Length: 0.0 ft Slope Toe Offset: 0.0 ft Vertical 6 on Single Depth RESULTS (Static/ Seismic) CDR Sliding: 3.34 (fnd) / (2.22 ] Eccentricity (e/L): 0.081-0.10 Live Load: 0 psf Live Load Offset: 0.00 ft Live Load Width: 0 ft Dead Load: 0 psf Dead Load Offset: 2.0 ft Dead Load Width: 0 ft Leveling Pad Width: 3.00 ft CDR Bearing: 12.92 / 16.32 Bearing: 1434.79 / 1434.79 Note. Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 1 TERR9 WALL SYSTEM NOTES ON DESIGN UNITS The wall section is designed on a 'per unit width bases' (lb/ft/ft of wall or kN/m/meter of wall). In the calculations the software shows lb/ft or kN/m, neglecting the unit width factor for simplicity. The weights for the wall unit are shown as Ibs / ft3 (kN / m3). For SRW design a 1 sf unit is typically 1 ft deep, 1.5 ft wide and 8 inches tall (or 1 ft3). therefore a typical value of 120 pcf is shown. With larger units the unit weight will vary with the size of the unit. Say we have 4 ft wide unit, 1.5 ft tall and 24 inches deep with a tapered shape (sides narrow), built with 150 pcf concrete. We add up the concrete, the gravel fill and divide by the volume and and the results may come out to 140 pcf, as shown in the table. The units with more gravel may have lower effective unit weights based on the calculations. Hollow Units Hollow units with gravel fill are treated differently in AASHTO. If the fill can fall out as the unit is lifted, then AASHTO only allows 80% of the weight of the fill to be used for eccentricity (overturning calculations). In the properties page -for the units -the weight oftheconcrete-may- be -as -low as 75-pcf. This is the effective-unitweightof _the concrete _only (e.g. the weight of the concrete divided by the volume of the unit). The density of the concrete maybe 150 pcf, but not the effective weight including the volume of the'void spaces used fcor gravel IMIL Rounding Errors When dolr g hand calculations the values may -vary -from the values -shown in the software. The -program is designed using double precision values (64 bit precision: 14 decimal places). Over several calculations the results may differ from the single calculation the user is making, probably inputting one or two already rounded values. Result Founding As noted above the software is based on double precision values. For example, using an NGMA design method an allowable factor of safety of 1.5 the software may calculate a value of 1.49999999999999, since this is less than 1.5, it would be false (NG), even though the results shown is 1.50 (results are rounded to 2 places on the screen). In the design check we round to 2 decimal places to check against the suggested value (1.49999999999 rounds to 1.50). Given the precision of the calculation, this will provide a safe design even though the 'absolute' value is less than the minimum suggested. Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 2 MIT) I IL SYSTEM DESIGN DATA Load Factors for Design AASHTO Table 3.4.1-1 & 3.4.1-2 Load Case _ _ _ " Str Max �1.25 Str Min Extreme Max T 1.25 Extreme Min 0.90 Service 1.00 Str I Dead Load (DC) 0.90 Soil Load Driving (EH) 1.50 0.90 1.50 0.90 1.00 Str I Vert Earth Load (EV) 1.35 1.00 1.35 1.00 1.00 Dead Load Surcharge (ES) 1.50 0.75 1.50 0.75 1.00 Live Load (LL, PL, LS) 1 1.75 0.00 0.50 0.00 1.00 AASHTO Table 11.5.7-1 & Article 11.5.8 MSE Resistance Case Bearing Resistance (RFbr) Strength 0.65 ---Extreme 0.65 w.. Service 1.00 Sliding Soil to Soil (RFsI) 1.00 1.00 1.00 Sliding Soil to Reinforcement (RFslrf) 1.00 1.00 1.00 Tensile Resistance (RFten) 0.90 1.20 1.00 Pullout Resistance (RFpo) 0.90 1.20_ 1.00 _ Overtuming Resistance (RFot) _ 0.60 1.00 _ 1.00 AASHTO Table 10.5.5.2.2-1 Gravity Resistance Case Resistance Factor Bearing Resistance (RFbr) 0.45 Cast -In -Place Concrete to Stone (RFsI_cip) 0.80 Precast Concrete to Stone (RFsL c) 0.90 Stone to Soil (RFsLs) 0.90 Passive EP (RFep) 0.50 Application of Load Factors Group F Strength 1-a DC 0.9o- -� EV �� 1.00� LS 1.75 EH m� 1.50 Probable Use BCIECISL ~ _ Strength 1-b 1.2.5 1.35 1.75 1.50 BC (max. value) Service 1 1.00 1.00 1.00 1.00 Settlement Notes: LSL; - tsearing Uapaclty; cc: - i cceninciry; at- - auaing By Inspection: • Strength I -a (minimum vertical loads and maximum horizontal loads) will govern for the case of sliding and eccentricity (overturning); and - For the case of bearing capacity, maximum vertical loads will govern and the factored loads must be compared for Strength I-b and Strength IV. Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 3 NNEWTERR9 WALL SYSTEM DESIGN DATA Load Factors for Design MINIMUM DESIGN REQUIREMENTS Minimum embedment depth INPUT DATA Geometry Wall Geometry Design_ Height, top of leveling pad to finished grade at top of wall Embedment, measured from top of leveling pad to finished grade Leveling Pad Depth Face Batter, measured from vertical Slope Geometry Slope Angle rneasUreed from horizontal Slope toe offset, measured from back of the face unit Slope Length, measured from back of wall facing NOTE: If the- slope toeisoffset or the —slope-breaks within three-times:th_ e- - wall height, a Coulomb Trial -Wedge method of analysis is used. Surcharge Loading Live Load, assumed transient loading (e.g. traffic) Live Load Offset, measured from back face of wall Live Load Width, assumed strip loading Dead Load, assumed permanent loading (e.g. buildings) Dead Load Offset, measured from back face of wall Dead Load Width, assumed strip loading Soil Parameters Retained Zone Angle of Internal, Friction Cohesion Moist Unit Weight Foundation Angle of Internal Friction Cohesion Moist Unit Weight Min emb = 1.0 ft H =7.00 ft emb =1.00 ft LP Thickeness =0.50 ft i =2.40 deg =0.00 deg STL offset =0.00 ft SL Length =0.00 ft LL = 0.00 psf LL_offset =0.00 ft LL_width = 0.00 ft DL = 0.00 psf ❑L offset =2.00 ft ❑L width = 0.00 ft cp = 32.Q0- deg coh =0.,00 psf gamma=125.00 pcf q) = 36.00 deg —coh =0.00 psf gamma=135.00 pcf Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 4 �: FtU� CITY of CITY HALL Federa Way33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityoffederalway. com April 3, 2014 Steve Davis 6124 Panorama Drive SW Tacoma, WA 98422 RE: File #13-105656-00-I TP; 2nd TECHNICAL COMMENT: LETTER Extreme Clean Car Wash, 803 Soutb 348th Street; Federal Way Dear Mr. Davis: Planning staff has reviewed the March 18, 2014, resubmittal of items for the Extreme Clean Car Wash Process II application. At thin time I am ❑liable to issue the Use Process II approval due to the following concerns: 1. 'Landscaping The sup rifted .aadscape plan does not meet Federal Way Devised Code (FWRC) 19.125.050(3) requirements. Type III landscaping is required along all property lines, minus the wetland buffer area. Type III landscaping consists of a mixture of evergreen and deciduous trees, large shrubs a minimum of 24 inches in height at the time of planting, and groundcover. None of the required perimeter landscape areas meets this requirement. Please revise the landscape plan to 1s include a mixture of evergreeni and deciduous trees along the north, south, and west property lines; and a mixture of trees, large shrubs, and groundcover is required along the east property line. Spacing. shall be approptilate foi the species type and to create a visual buffer; see diagram below for reference. �P•ZT GL �} s {iE�P�F•T[ctti � brf�dss+�PW�'iz is 2 ° �? E� r� Figure: 5 -- FWRC V 25.050(3) 2. Retaining Walls -- The reta;�king• walls depicted on the civil plans submitted for land use do not match up withwhat was subnuirtfd f r. tie building permit. Specifically, Sheet C-2 depicts a retaining wall abutting the wetiard bafL_r,>.!rea however, sheet A-0.1 on the building permit _d_.epicts a difte,ent location for the retaining wall. fleas,. revise the site plan and depict exactly where the retaining wall _ will be located. Also, provide detat z; on the height and material composition of the retaining wall. Please Note: It th.e retaining wall is proposed near the wetland buffer, the wall must be located outside ' the buffer sr_. w1: en constructing the retaining wall, the buffer will not be impacted. ,. Mr. Davis April 3, 2014 Page 2 3. Community Design Guidelines —As stated in the comment letter sent February 3, 2014, please provide a written narrative that identifies how the proposal complies with applicable design guidelines per FWRC 19.115, as summarized below: a. Building Fafade Modulation and Screening Options, FWRC 19.115.090(2) — As the west building facade is longer than 60 feet and visible from the right-of-way, it is required to incorporate at least two of the four listed treatments: i. Fafade Modulation — A minimum depth of two feet, minimum width of six feet, and maximum width of 60 feet. Alternative methods to shape a building such as angled or curved facade elements, offset planes, wing walls, and terracing will be considered, provided that the intent of the section is met. ii. Landscape Screening— Eight -foot -wide Type II landscape screening along the base of the facade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrances. iii. Canopy orArcade — Minimum length is 50 percent of the length of the facade using this option. Canopy must extend a minimum of six feet outward from the building with at least 10 feet of clearance as shown below. iv. Pedestrian Pla.Za — Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. If this treatment is chosen, the plaza should be clearly visible and accessible from South 348th Street. The above -referenced "two of four" options shall be incorporated along the entire,length of the facade, in any approved combination. Options used must meet the dimensional ` standards as specified above, but if mge than two are used, dimensional requirements for each option may modified. PI1-e revise the site plan and elevation drawings to show which treatments are being use- b. Pedestrian Connection, FWRC 19.115.050(4) — A pedestrian pathway for employees who may walk to the facility is required. What appears to be a pathway is shown on the landscape plans, with no details. However, it is not depicted on any other plan drawing sheet. Please revise the site plan to provide a connection from the sidewalk to the office building. Also, provide details on the method of delineation to be used, i.e. stone, pavers, stamped and colored concrete, etc. CLOSING , Additional comments from City staff may be forwarde8 at a later date. When resubmitting requested information, please provide a written response to each Pf the above -referenced items and six copies of corrected full size plans with the enclosed resubmittal form. Please be advised that changes made to the land use plans must also be shown on the building plan set as well. PROJECT CANCELLATION Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is requested, the application shall be deemed void and the city shall have no duty to process, review, or issue any decisions with respect to such an application. If you have any questions regarding this letter or your development project, please contact me at 253-835- 2641, or Becky.chapin@cityoffederalway.com. 13-105G5G Doc, I,D. G53J0 Mr. Davis April 3, 2014 Page 3 Sincerely, s,,'t1hi, Associate Planner enc: Resubmittal Form c: email to Steve Davis, stevescarwash1968@gmail.com 13-105656 Doc. I.D. 65340 CITY OF �- Federal Way DATE: February 4, 2014 TO: Becky Chapin FROM: Sarady Long SUBJECT: EXTREME CLEAN CAR WASH - (13-105656-00-UP) 803 S 348TH ST MEMORANDUM Public Works Department Public Works staff has reviewed the information submitted on December 20, 2013. Please have the applicant resubmit, addressing the following comments: 1. Design and install channelization island (Pork Chop Island) at the driveway to limit access to right -in and right -out. Alternatively, the applicant may install c-curb on S 3481h Street approximately 270 linear feet extending from the eastbound stop bar at 9th Ave S and S 348th St intersection west covering the driveway. 2. Provide adequate storage pocket (throat length) at the driveway. Staff recommends approx. 40 feet from the back of the sidewalk. The site should be designed to accommodate the expected queues. Based on field observation, it appears that the proposed 10 cars queuing layout as recommended by the manufacturer is sufficient for this site. Staff recommends striping the storage pocket to accommodate about 8 cars from the pay station. 4. Based on the submitted materials, the estimate traffic impact fee is $47,167.99. The total impact fee includes $3,112 credit for the existing use. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a building permit application is filed and must be paid prior to permit issuance. CITY OF �. Federal February 3, 2014 Steve Davis 6124 Panorama Drive SW Tacoma, WA 98422 CITY HALL Way 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com RE: File #13-105656-00-UP; TECHNICAL COMMENTS Extreme Clean Car Wash, 803 South 348th Street, Federal Way Dear Mr. Davis: City staff has completed review of your Process II Master Land Use (MLU) application for the proposed Extreme Clean Car Wash. Site improvements submitted with the December 20, 2013, MLU application include an 1,820 sq. ft. automated car wash tunnel, six vacuum stalls, 2-story office, and associated landscaping and site improvements. TECHNICAL COMMENTS Unless otherwise noted, the following comments provided by staff reviewing your project must be addressed prior to land use approval. Please direct questions regarding any of the technical comments to the appropriate staff representative. Becky Chapin, Planning Division, 253-835-2641, becky.chapin rr,cityoffederalway.com 1. Landscaping Requirement — A landscape plan must be submitted for review. The city did receive a written landscape modification request; however, a landscape plan is still required for review. Please show the proposed landscape modification on the required landscape plan. The city will review the modification as part of the Process II approval process. A preliminary landscape plan, prepared by a licensed landscape architect, in accordance with the landscape requirements contained in FWRC Chapter 19.125 "Outdoors, Yards, and Landscaping" is required. Following are the key landscape requirements for the project. a. Perimeter Landscape Buffers — FWRC 19.125.060(9), CE, requires Type III perimeter landscaping a minimum of five feet in width along all property lines; the modification is along the west property line reducing the required 15 feet of Type I solid screen landscaping to Type III five feet in width. In addition, enhanced perimeter landscaping must be provided to screen parking stalls from the right-of-way and residential zones. A preliminary landscape plan must depict these requirements. Type III landscaping consists of a mixture of evergreen and deciduous trees, large shrubs a minimum of 24 inches in height at the time of planting, and groundcover; spaced to provide a visual buffer creating a partial visual separation. b. Interior Parking Lot Landscaping — Twenty square feet of interior lot landscaping per parking space must be provided in accordance with FWRC 19.125.070. The square footage of interior lot Mr. Davis February 3, 2014 Page 2 landscaping must be listed on the landscape plan, and the interior landscape areas used for this calculation must be identified on the plan. c. Parking Area Screening — As noted above, parking areas abutting South 348t' Street and the adjacent residential zone must be screened with either a three -foot -tall berm installed within the perimeter landscaping, architectural features, or substantial plantings added to the landscaping. The landscape plan should contain a cross section to show how this requirement is met. 2. Tree and Vegetation Retention — A tree/vegetation retention plan as required under FWRC 19.120.040(2) must be submitted with the Process H application and incorporated into the landscape plan. The standards require each development maintains a tree unit density. The minimum tree density in CE zones is 20 tree units per acre. The subject property's density would be 12 tree units (20 tree units x 0.57 acres = 11.4 units). A tree unit is a value assigned to existing trees retained on the property. The larger the tree, the greater value it is assigned; (e.g., an existing tree measuring between 18 inches to 24 inches qualifies as 2.5 tree units). Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. (Note: Required landscaping trees may be counted in tree density.) The landscape plan must clearly show where the 12 tree units are to be located. 3. Community Design Guidelines —Projects subject to Process II review must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines". Please provide a written narrative that identifies how the proposal complies with the applicable design guidelines, as outlined in the FWRC and as summarized below. a. Building Fagade Modulation and Screening Options —As the west building facade is longer than 60 feet and visible from the right-of-way, it is required to incorporate at least two of the four listed treatments: • Fagade Modulation — A minimum depth of two feet, minimum width of six feet, and maximum width of 60 feet. Alternative methods to shape a building such as angled or curved fagade elements, offset planes, wing walls, and terracing will be considered, provided that the intent of the section is met. • Landscape Screening — Eight -foot -wide Type II landscape screening along the base of the fagade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrances. • Canopy or Arcade — Minimum length is 50 percent of the length of the fagade using this option. Canopy must extend a minimum of six feet outward from the building with at least 10 feet of clearance as shown below. • Pedestrian Plaza — Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. If this treatment is chosen, the plaza should be clearly visible and accessible from South 348 h Street. The above -referenced "two of four" options shall be incorporated along the entire length of the fagade, in any approved combination. Options used must meet the dimensional standards as specified above, but if more than two are used, dimensional requirements for each option may be modified. 13-105656 Doe. I.D. 64840 Mr. Davis February 3, 2014 Page 3 b. Pedestrian Connection — A pedestrian pathway for employees who may walk to the facility is required. Please provide a connection from the sidewalk to the office building. Pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Ann Dower, Public Works - Development Services, 253-835-2732, ann.dowerQeityoffederalway.com Technical Information Report To date, the City has only received proposals to reclaim roof runoff. This is the first proposal to reclaim parking lot runoff. It is also the first to propose that water reclamation will meet both flow control and water quality requirements. For those reasons, additional information will be required before a decision can be made as to what will be accepted. The drainage sizing calculations will be reviewed after the flow control and water quality issues are decided. Please add the following information to the TIR: a. Explain how the water reclamation system will satisfy the 2009 King County Surface Water Design Manual requirements for Enhanced Basic water quality treatment. I believe that the 2009 KCSWDM is silent on this method for water quality treatment, but if it has been approved by either King County or DOE, please provide documentation of approval and include any design requirements. b. One concern for both flow control and water quality is that the pump could break down or be shut off, at which point the system would not provide either function for which it was designed. Please explain how the property owners will address this issue. c. Will the pump run continuously during a storm, or be programmed to shut off after a certain volume of water has been captured? d. What volume of water (how large of a storm) can the pump and treatment system handle? e. If rain water is not needed for the car wash, will it be sent to a storage facility, or treated and released? If it goes to a storage facility, how large is it and what happens when the storage facility is full? If water is released, does it go into the Lakehaven sewer system, or will it go back into the storm sewer? f. If possible, provide examples of projects that have successfully provided flow control and water quality through a similar reclamation system. g. Section 9 of the TIR is incorrect. This project will require bond quantities worksheet, bonding, facility summary, and declaration of covenant. Please include the bond quantities worksheet and facilities summary in the TIR. h. Include the pump in the operations and maintenance manual. i. In the downstream analysis, indicate whether there are offsite areas upstream that contribute runoff to this site. j. In the downstream analysis, include general information for the flowpath downstream of the level spreader, including the slope, existing erosion problems, vegetation, and distance to a surface drainage course. 13-105656 Doc. ID. 64840 Mr. Davis February 3, 2014 Page 4 k. Provide a topo map of the downstream area (minimum 1/4 mile) with drainage features. 1. Explain how the project meets requirements of section D.3.3 of the KCSWDM, or include a sediment trap in the erosion control plans. 2. Wetland Report The wetland report, on page 4, states "the offsite stream corridor is not influenced by surface water runoff from this site. All onsite runoff will be controlled and retained within the project property." This is confusing considering that the project does propose to control water, but rather than retaining it onsite, will discharge water to the offsite wetland buffer. Please clarify. Plans a. Provide sheet titles in the title blocks (my set has only boxes). b. Show the water reclamation system on the drainage plan (Sheet C-3). Show associated connections to the pump system and any overflow connections to sanitary sewer or storm sewer. c. Revise graphics for clarity. On Sheet C-4, contour lines, curbs, building, and sanitary sewer are all shown with the same line weight and type, which is confusing. d. Sheets C-3, C-4, and V-1 must show the same drainage configuration. e. On sheet C-6, show the location and invert elevation of the pump discharge pipe. f. Provide the scale for the cross-section drawing of the tank, sheet C-6. Sarady Long, Public Works -Traffic, 253-835-2743, saradv.long ,cityoffederalway.corn Traffic comments will be provided under separate cover. CLOSING When resubmitting requested information, please provide a written response to each of the above - referenced items 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 of being notified that such information is requested, the application shall be deemed void. If you have any questions regarding this letter or your development project, please contact me at 253-835- 2641, or Becky.chapin@cityoffederalway.com. Sincerely, Becky Chap' Assistant Pl er enc: Resubmittal Form c: Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer 13-105656 Doe. I.D. 64940 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: January 6, 2014 TO: Ann Dower, Development Services Rick Perez, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Becky Chapin FOR DRC MTG. ON: Please email any comments. FILE NUMBER(s): 13-105656-00-UP RELATED FILE NOS.: 11-101527-PC & 13-101628-UP PROJECT NAME: EXTREME CLEAN CAR WASH (FKA Steve's Car Wash) PROJECT ADDRESS: 803 S 348TH ST ZONING DISTRICT: CE PROJECT DESCRIPTION: Development and construction of a new 2300 square foot automated car wash tunnel with 6 vacuum stalls. Includes development of site. LAND USE PERMITS: Process II PROJECT CONTACT: Steve Davis 6124 Panorama Dr. NE Tacoma, WA 98422 MATERIALS SUBMITTED: Master Land Use Application Title Report Sewer & Water Availability Wetland Verification Report CEPTED Hazardous Materials Inventory Statement TIR Elevation Site Plan Revised Wetland Verification Report and Modified Site Plan for the "Steve Davis Project" a Federal Way, Washington (Formerly the `Joseph Pircey Project Site', JCA Job#050128; and `John McHugh Project Site', JCA Job#0710031-ECEIVED Site located at 803 S. 348" Street, Federal Way, WA 98003 Tax -Parcel No. 2021049087 Situated in the SW '/4 of the SE '/4 of Section 20-T21N-R4E, W.M.,. King County; Washington Prepared for Steve Davis,(Ownet/Applicant) 6124 Panorama Dr. NE Tacoma, WA 98422 C/o Brant A. Schweikl, P.E., Managing Member, Schweikl.and Associates,l]LLC January 31, 2013 Prepared by OHN COMZS ASSOCIATES, LLC K:onsu2tiag for Wetiands, Streams & Mitigation Designs since 1989� 1027 North Oakes Street Tacoma, WA 98406- Phone:253=272-6808 Mobile: 253-686-4007 E-mail: icomis a "nhncomisassociaLes.c❑ See -our webpage at,6.",w.iohncomi5associates.com (JCA Job#12,12.07) �c 2 u got CT'T`m of FEDERAL vVAY CDS JOHN COMIS ASSOCIATES, LLC or Wetlands, Streams, & Mitigation Designs since 198� 1027 North Oakes Street Tacoma, WA 98406 Office: (253) 272-6808 Mobile: (253) 686-4007 E-mail: icomis@job.ncomisassociates.com January 31, 2013 City of Federal Way Community and Economic Development Department 33325 8h Avenue South Federal Way, WA 98003-6325 Attention: Isaac Conlen, Planning Manager; and Becky Chapin, Assistant Planner SUBJECT: Revised Wetland Verification Report and Modified Site Plan for the "Steve Davis Project" @a Federal Way, Washington Site Location: 803 S. 34811i Street, City of Federal Way, Tax Parcel No. 2021049087, situated in the SW 1/4 of the SE 1/4 of Section 20-T21N-R4E, W.M., King County, WA [Formerly the `Joseph Pircey Project Site', JCA Job#050128; and `John McHugh Project Site', JCA Job#0710031 Dear Mr. Conlen & Ms. Chapin: First of all, thank you for meeting with me and the project applicant, Mr. Steve Davis, at your office on 12/14/12 to discuss our recent site visit, findings, and recommendations for a wetland assessment and modified site plan for the project site. At this time we would like to submit our report to you for your review and approval as required in accordance with the City of Federal Way Municipal Code (FWMC) for protecting critical wetland areas. For details about our original findings and methodology used for wetland determination and delineation, together with applicable map data and information for wetland regulation and buffer standards from the FWMC, please refer to the original JCA reports for this same property titled "Wetland Verification Report for the Joseph Pircey Site @ Federal Way" dated February 18, 2006, and the "Revised Wetland Verification for the John McHugh Site @ Federal Way" [same site] dated October 26, 2007. Summary of BacklZroulnd Information: As a matter of background, John Comis Associates (JCA) has conducted site visits and field investigations at the subject property beginning in 2005 thru 2007, and now in 2012. That work included preparation of 2 wetland verification reports for the `Joseph Pircey Site' dated 2/,21/2005 (a reconnaissance report) and 2/18/2006 (a detailed verification report). Both reports generally examined the onsite area and adjacent offsite areas within 150 feet of the project site to determine if there were any regulated jurisdictional wetlands, and recommend buffers for any regulated areas (see Field Note Sketch Maps dated 2/l/05 and 1/14/06— respectively Figures 5 & 6 in the 2006 `Pircey' report). The `Pircey' reports were subsequently reviewed at the request of the City by OTAK Consultants in August of 2006. At that time, OTAK conducted field tests within approximately 300 feet of the project site to determine if jurisdictional wetlands or streams are located within that area (see OTAC Technical Memo dated 9/29/06). Their biologist found an additional offsite wetland (designated at "TH-6", OTAK flag date Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 1 of 8 8/30/06) located approximately 150 to 200 feet southwest from the project site (pg 3, OTAK Memo 2006). They also concluded that the offsite wetland may be part of the larger offsite wetland complex associated with the Hylebos Creek system located to the southwest and could therefore be rated Category I, which requires a 200-foot buffer by FWMC standards. Then apparently nothing was done for the `Pircey' site until it was purchased by John McHugh in 2007. At that time he requested JCA to conduct another site visit and prepare a "Revised Wetland Verification Report for the Site @ Federal Way", which we did by Memorandum dated 10/26/07. The offsite wetland complex to the southwest was located and verified by JCA, and the smaller wetland nearest to the project site was designated as Wetland "A" at "TP-10", JCA flag date 10/18/07. The JCA flag point and test plot location was about 3 feet from the OTAK "TH-6". The distances were measured at that time by JCA using a `hip -chain' from the nearest wetland to the SW property corner and found be 156 feet (see Field Note Sketch Map [FNSM], pg. 7, dated 10/19/07). A revised report with supplemental information for the `John McHugh Site' was submitted to the City by JCA Memorandum dated 10/26/2007. That report was subsequently reviewed by the City's consultant, Grette Associates, in December 2007. They prepared a technical memorandum to the City dated 1/17/2008 that indicated the nearest wetland point to the SW property corner, which they measured indirectly by GPS plot, to be 145 feet (see Grette Figure 1 in their Jan 2008 memo). At that time, they recommended that the discrepancy in the measurement was too great and the distances should be check and verified by a survey method that would be more precise. They also recommended that the wetland category determined by JCA as Category II for the smaller wetland nearest to the site should be revised to be the higher rated Category I which they determined to be the rating for the larger offsite system to the southwest in the Hylebos Wetland by the Grette Associates biologist (Grette 2008). They generally agreed with the conclusions of our routine onsite determination and delineation method of "regulated wetlands" that we described in the reference reports. l The field investigation had been expanded in 2007 and 2008 to include offsite wetlands that were located within 215 feet z of the site boundary. The identification and delineation of "regulated wetlands" was made in accordance with the City of Federal Way Critical Area Regulations for wetlands in accordance with the current standards in the Federal Way Municipal Code (FWMC). The data points were flagged with colored ribbon and marked as follows: • "WETLAND DELINEATION -number" (pink ribbon, tied to vegetation, see circled points on field note sketch maps) • "TEST PLOT -number" (blue and fir} ribbons, tied to wooden stakes or vegetation, see triangles on sketch map) (Note that JCA has marked TP#1 thru #8 on 1/14/06; TP#9 thru #13 on 10/19/07 were done for the second verification report for offsite wetlands and streams) • "TRANSECT-distance" blue ribbon, as measured by JCA and tied to vegetation) • "FLAGGING BY OTAK" (oink & black stripped ribbon, tied to vegetation, see points marked "TH#" dated 8/30/06 on flags tied to vegetation as noted on the JCA field note sketch map dated 10/19/07) Summary of Current Wetland Findings: The figures and field note sketch maps provided with this report (also included with our original reports) show the relationship between the project site and the offsite wetland called "West Hylebos Wetland Complex". Please note that the open water zone (indicated as "PUBH" on the NWI map, Figure 4) is more Wetlands are delineated using the 1997 Wtashingtau State Wetlands 1*n1i calian and Delineation Manual. prepared by the Washington State Department of Ecology (WDOE Publication #96-94). The WA Wetlands Manual is required to be used by all state agencies in the application of any state laws and regulations as well as any city or county in the implementation of any regulations under the Growth Management Act. This methodology has been modified at this time to be consistent with the 2010 US Army Corps of Engineers Regional Supplement 10 the -C rpmgf Engineers W 1/and D lineation Manual: Western Maerntains, fall ps and Coast Region_ (COE 2010).hM.-I/www.usace.army.mil/Portals/2Jdcivilworkslreeulato /rog suppLwest mt finalsupp.0f 2 The 215-foot distance is the maximum buffer width for the highest rated Category I wetland, plus 15 feet for building setback. This represents a reasonable distance from which a "regulated activity" should not impact a "regulated wetland". Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 2 of 8 than 1500 feet west of the site. The main stream corridor for "West Hylebos Creek" extends through that wetland complex 800 feet west of the site. The nearest offsite wetland to the project site that we have located by our survey is Wetland "A" and `B" located 162 feet from the southwest property corner. The Field Note Sketch Map (FNSM, Figure 6, 2012) and the Modified Site Plan (Figure 7, 2012) show the numbered data points measured by JCA on 12/13/12 and 12/20/12. At this time we used a 200 foot K&E reel chain as shown in the Photo Appendix (Photo #1), which was `tight -chained' between the closest point on Wetland "A" and the southwest property corner at the rebar and plastic cap set by ESM Engineering. A Photo Appendix is provided with this report that shows the JCA test plot at TP-10, habitat features (large trees and existing shrub vegetation in the buffer), surveyed property corner (at the galvanized metal fence post), drainage features, the measured transect line, and various other site -specific information that we have found during our field investigations. The location of property corners is based on the actual survey that was done by ESM Engineering for the site plan. We used the property corner location as the basis for offsite wetland and stream corridor locations to the south and west that are plotted to scale on the maps provided with this report (also see the original McHugh Report, 2008 for map details). JCA prepared 2 Figures 4 and 5 as supplemental data for the JCA report in 2008. These maps indicate the National Wetland Inventory (NWI) locations for wetland classes and the USGS topography and drainage map features for the offsite areas to the south and west of the site. The smaller wetland area designated as Wetland "A" is approximately 100 square feet in size and it is the closest part of the larger mosaic wetland complex that is situated southwest of the project site. Just down gradient from small Wetland "A" is a larger area designed as Wetland `B" and the boundary of the wetland is now delineated in detail from Wetland Delineation point's #Al to #A5. Note that this is a closed boundary with associated uplands separating this mosaic wetland from the larger wetland area located about 20 feet farther to the southwest. Also note that our original hip -chain measurements have now been adjusted to correspond with the `tight -chain' measurement. The small wetlands in the outer part of the mosaic wetland appear to be connected hydrologically to the main offsite wetland complex by hydric soils as indicated at TP-10.1 (see FNSM, Figure 6). We dug this test plot in an area between Wetland "A" and `B" and found that hydric soil and hydrology are present, which indicates that the outer -most mosaic wetlands appear to be part of the main wetland area of the "West Hylebos Wetland". However, there is at least 162 feet of upland separation between the southwest property corner and the smallest mosaic wetland area. In summary, the offsite wetland that we found located nearest to the southwest property corner is designated by this revised report as Wetland "A". Generally, Wetland A appears to be a "slope wetland" and appears to be a headwater wetland associated with a stream or tributary area that drains farther offsite to the southwest. This small mosaic wetland appears to drain by subsurface flow in a southwest direction based on overall surface topography of this area. Wetland "A" is located 162 feet from the southwest property corner on a bearing of S-380-W, as adjusted for deviation, using a Brunton hand-held compass (see Figure 7 for details). This distance is measured by JCA from the closest edge of Wetland "A" to the subject site using a 200-ft reel tape stretched along a straight line between the SW property corner and the nearest point on the small Wetland "A" at JCA "TP- 10". This location is situated next to same wetland point described in the "Technical Memorandum" by OTAK as their data point marked by pink and black stripped ribbon at "7116", dated 8/30/06. (See Photo Appendix for more details) Please note that Wetland A is located entirely offsite from the subject property. Offsite wetlands and streams are located as shown on maps included with the memorandum and report and these areas are approximately located and delineated in detail by JCA as shown on the FNSM's. Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 3 of 8 Earlier onsite and offsite investigations were also done by JCA during wet winter periods (February of 2005 and January of 2006) when saturation and/or inundation were found to be present within the identified wetland areas. At the October 2007 site visit there was groundwater saturation and "interflow" that we observed on 10/19/07 indicating subsurface flow was occurring along the drainage corridor at a point that is approximately 200 feet south of the site (see TP-8, FNSM pg7, 10/19/07). Vegetation classes within Wetland "A" and `B" are identified and generally characterized in accordance with Cowardin et al as follows: SUMMARY OF WETLAND VEGETATION CLASSES: WL: SYSTEM CLASS WATER REGIME abbreviation A Palustrine Scrub -Shrub/ Saturated * (PSS/emB) emergent B Palustrine Scrub -Shrub/ Saturated * (PSS/emB) emergent * saturated (B): substrate is saturated for an extended period during growing season but surface water is seldom present Wetlands "A" and "B" are part of a mosaic wetland complex, and situated at the outer -most edge of that complex. It appears to this investigator that the outer part of the mosaic wetland complex may be rated separately as Category II by the FWMC definitions (see Appendix 1, part E, for details) if it is not "contiguous with water bodies or tributaries to water bodies which under normal circumstances contain or support a fish population, including streams where flow is intermittent". However, as stated above in the background section, we have deferred to the earlier review by OTAK and Grette Associates that the mosaic wetland complex shall be rated Category I and regulated with a 200-foot standard buffer width. A minimum building setback (BSL) of 15 feet is required to be measured from the wetland buffer boundary for construction of new above -ground structures. Suinniai-y of affsite Stream and Draina" Findinsts: A small drainage swale (unnamed) appears to extend to a point near the southwest corner of the site. We find that the upper -most end of sub -surface "interflow" is 53 feet south of TP2. This is located at TP13 (see FNSM pg7 10/19/07). At TP13 we find sub -surface water in a test hole to be at 10" to 12" deep. This was measured just below the duff layer in relatively undisturbed offsite area [See FNSM page 7 for details]. Where saturation was in this test hole, we noted that there was no apparent flow but groundwater saturation and freewater were present at depth. Furthermore, we noted that there was no saturation or freewater present in a test hole that was dug to a depth of 15 inches located at TP 12 just 12 feet north of TP 13 (this corresponds to a location 41' south of TP2 which is located 50 feet south of the surveyed property line). Therefore, we conclude that the closet point of sub -surface flow is 103 feet south of this site. This location is the closest point of a stream corridor to the south side of this site; and a 100-foot stream buffer does not extend into the subject property. Note that for a watercourse to be classified as a "stream" by the FWMC, it must have an ordinary high water mark which this stream corridor does not have as it is sub -surface flow in the area of the site (see Appendix 1 for details). An emergent surface drainage course is located 160 feet south of TP2. TP2 is located 50 feet south of the surveyed property. Therefore, the surface drainage course is more than 200 feet south of this property. The offsite stream corridor is NOT influenced by surface water runoff from this site. All onsite runoff will be controlled and retained within the project property as shown by the engineered drainage plan. 3 US Fish and Wildlife Service's "Classification of Wetlands and Deepwater Habitats ofthe United States", FWS/OBS-79/31 (Cowardin et al, 1979) Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 4 of 8 Summary of Recommendations for Offshe Wetland Protection: Based on the current WDOE wetland rating manual for a "slope' wetland which serves as a source of hydrology for the main wetland area farther to the southwest, the mosaic wetland complex that is nearest to the site appears to be rated Category II (McHugh JCA, 2007). However, based on the rating and analysis prepared by OTAK and Grette Associates for this project site review, we are complying with a Category I wetland rating, together with a 200-foot standard buffer width and 15-foot building setback fine. I met Steve Davis at the site on 12/20/12 and we discussed the new measurement (162 feet, tight chain) from the SW property corner to the closest point on the nearest part of the mosaic Wetland "A". He showed me the new site plan drawing by the project engineer, Schweikl and Associates, PLLC, with the revised location for a storm water detention vault, which is oriented diagonally across the southwest corner of the site. At this time, the new plan is designed to provide an additional onsite area at the SW corner of the property that we measured from the property corner. This portion of the property has been left undisturbed with native vegetation that extends from the property comer to the toe of the existing slope (see Photo #4). The onsite portion of the buffer will be 38 feet wide to get a total width of 200-feet for the required standard buffer (162' offsite portion + 38' onsite portion). The revised site plan does not need a modified buffer. The total distance for the onsite and offsite buffer width is 200 feet which is in accordance with the standard buffer width as required by FWMC. No planting strip is proposed along the top of the existing fill slope, but the plan shows a 15' building setback line (dashed) for new above ground structures. A storm water detention vault may be set within that 15' setback. The top of the vault will be at the edge of the buffer boundary in this corner of the site. In this area the existing slope will be removed and it will have a vertical edge at the 200' buffer boundary line. We propose a 5' high chain link fence with slats to be constructed along the top of the fill (or vault) to provide screening for potential impacts from the site including glare, noise and intrusion. I believe this concludes our wetland and stream assessment for this area. Please feel free to call me if you have any questions about our field data, findings or recommendations. Sincerely, 1/31/13 John G. Comis, PWS Certified Wetlands Specialist File: \Davis(McHugh-Pircey)@FedWayRpt.doc (JCA Job#121207) Enclosures: (Please see original JCA report for Pircey Site dated February 18, 2006 for Figures 1 thru 3) Figure 4. National Wetland. Inventory Map (NWI, circa 1987, with aerial photo imagery dated 2007) Figure 5. Topography and Drainage Map (by USGS Quadrangle dated circa 2005) Figure 6. Field Note Sketch Mao (by JCA dated 12/13/2012) Figure 7. Offsite Wetland Survey Map (by JCA dated 1/29/2013) Figure 8. Modified Site Plan (by Schweikl and Associates dated 1/11/13) Photo Appendix Photomphs. of Transect Surygy Line and Existing Plant Growth in 200-Foot Buffer Area Cc: Steve Davis (Owner/Applicant), 6124 Panorama Dr. NE, Tacoma, WA 98422, Phone: 253-606-5586 E-mail: stevescarwash 19680.mnail.com Brant A. Schweikl, PE, Managing Member, Schweikl and Associates, PLLC, 1945 S. 375th Street, Federal Way, WA 98003, Phone: (253) 226-4508, E-mail: bschweilclCg§Acivil.net Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 5 of 8 LEGEND Yellow = Project Site Boundary Wetland Types ■ Estuarine and Marine Deepwater Estuarine and Marine Wetland Freshwater Emergent Wetland ff Freshwater Forested/Shrub Wetland V, Freshwater Pond IN Lake P=Palustrine (system) UB=Unconsolidated Bottom (class) AB=Aquatic Bed (class) EM=Emergent (class) SS=Scrub-Shrub (class) FO=Forested (class) OW=Open Water/unknown bottom (class) A=temporarily flooded (water regime) C=seasonally flooded (water regime) H=permanently flooded (water regime) d=partiallydrained/ditched (special modifier) Map Source; the National Wetland Inventory (NWI) prepared by the JOHN COMIS ASSOCIATES U^S^Department of Interior, Fish and Wildlife Service, "NWI 198T'; e Wetlands, Sharps & Mitigation Designs since 1989 222 East 26M Street, #103 Tacoma, WA 98421 01fxe, (253) 2724808 Fax (253) 272.901 ` J TOPOWHY MAP OR LEGEND for Figure 4: Yellow = Project Site Boundary �— = Stream = Drainage Ditch = Surface Drainage Pattern .4 !!wA 00AAry! = Culver[ UP =Upland Map Source: an enlarged portion of the USGS i 1 ��� ` JOHN COMIS ASSOCIATES Wetlands,Shans8Mi8gationDesigns since 1989 Quadrangle Map from the 2005 Terra Server USA qw222East 26MS*t$103Tacoma, WA98421 Of ice: (253) 272.6808 Fax: (253) 272.6807 "TOPO!" data base @ 20-foot contour intervals; 5 found at URL http://terraserver-usa.com. Pft T � w� sty cc�w►7�r� P� Cad.. Ir-• sITw e. Fm%) . WA �I ay ��Gdw,�s 1°w5 C,o r� lvj/Ey07 k IZaz. = rS/0-Y = (!]T.g al so/va. VOLI 31(.rX C CA" r f!N"c Rags N. a Rov) "ry to) C.XAY u, Z65--1 lo -kr-l!) - IKItwa U 4Yi 2D0 � $iJF'�C•w _ ��� i � scam 34M ex� t F 0 S, 67 J CA V2Cf/Is 0WET1.00 SWOLV67 MP soda 15 StiaMtN JOHN COMIS ASSOCIATES Fig: For Wetlands Streams & Mitigation Designs since 1989 o [.7 9 9 STEVE'S CAR WASH A PORTION OF THE SW 1/4 OF THE SE %4 OF SEC. 20, TWP. 21N., RGE. 4E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON GRAPHIC SCALE a a a VEHICLE DRYING AREA AUTOMATED RECYCLING CAR WASH a 4 FARMING STALLS STRUSTURE (2o'xB7) (IXR6A7') I Inch - 20 IL 10 FOOT RIGHT-OF-WAY (ROW) TO THE CITY OF FEDERAL WAY { ,cn --� -2, _ r;;I ABANDON EX CONCRETE DRIVEWAY APPROACH NEW 30 FOOT DRIVEWAY APPROACH •' i� f ABANDON EX CONCRETE DRIVEWAY APPROACH ZONING CE - COMMERCIAL ENTERPRISE COMPREHENSIVE PLAN BUSINESS PARK SETBACKS STREET FRONTAGE = 25 FEET SIDE/REAR YARDS = 10 FEET PARKING PARKING STALLS PROVIDED: - 7 REGULAR STALLS 0 VACUUM STALLS d !l R[15T011E RETAFONG WAIL A4 FENCE - { AIL 4YER FOUR:Q�44] FEET MALL 1131SIGINEII.!£QT6� TE'13ACK W1ERIAN M IPORATED. NEW IMPERVIOUS AREA: 13,162 SF (0.302 ACRES) TOTAL IMPERVIOUS AREA: 13,162 SF (0.302 ACRES) TOTAL IMPERVIOUS PERCENTAGE: 54.84x J CM WW FACM F0dS11EB FIOCR:T;iEYATAYN - ?27,00 k k-224-0 0 PVC No A9r5Y5TEN ��rGt50%3RN� ' ------- �`��__-- ---Z-[ /� 7 I — CAR WASH PAY STATION R� I� r ^ ae-. ,....- ,f uIDFRpp11R0 JDI WALLS ;TO ACT AS PORETAINING S70RAM OR SEDIMENTO iIAD / BIF219.0 y I 4W FILiERRA �fATtA d}Alltt UNr AND r j TYPE 1 OYRiF'LOW CATC/jl BASH. CAR VACUUM STATIONS (6) AND PARKING STALLS \ J 7� LE14L S�iEAOFR r .i rETt�No AREA (F,39O 'SF) 1,489 Sr / 200' WELL mo RPTEER- PROVAOEO DE PLANTED xnl NATIVE • : i BOUIOARY UP[AAIp� f f LANDSCAPE AREA: 7,430 SF = LL171 AC 30.96% OF THE TOTAL SITE WETLAND BUFFER AREA: 1,390 SF = 0.031S AC 5.79% OF THE TOTAL STE PROVIDED 1,489 SF - 0.0342 AC 6.02% OF THE TOTAL STE r _ j; f man{: Z VICINITY MAP NTS t SCy qt VASg wM1 C W Y PROPERTY OWNER:ORAL MR. STEW DAMS 6124 PANORAMA DRIVE NE TACCNA, WASHINGTON 98422 (253) 606-55% SURVEYOR: ESN CONSULTING ENGMIEIIRS, LLC 181 S, 3Dd STREET BLDG C SUITE 210 FEDERAL WAY, WA 98003 (253) 836-6113 ENGINEER:` >7� BRWT A SCHNF9Q, RE AND ASSOCIATES, PLLC 1945 � r10. 1946 S. 3757H STREET FEDERAL WAY, WASHINGTON 98003 gg (253) 226-4508 v m SITE ADDRESS: m 8D3 S. 34M STREET FEDERAL WAY, WASIANGTON 98196 - PARCEL NO.: N c 202104908E d m TOTAL PROJECT AREA: a IC a c`OC 24,000 Sr (0,551 ACRES) AFTER DEDICATION Co �= a W ; uj F NZF" N g DEDICATION AREA: ru a 02 1,000 SF (0.023 ACRES) TO CITY OF FEDERAL WAY W W z yd o FILTERRA CONTRIBUTING CUT AND FILL: LEGAL DESCRIPTION: FlLTERRA PI (G':4') - 17,742 SF - 0.407 AG CUT = FILL = 20 CY 2730 CY PER (N CHOW INSURANCE TITLE EFFORT N0.001233109 a ACCORDING TO WWHM3 CALCULATIONS, A 64' FILIERRA UNIT TREATS AN AVERAGE OF .50 ACRES OF IMPER`AOUS SIIFACE FILL (PN41) NET = = 400 CY 23M CY (F) THE NEST IDO FEET OF THE NORTH 300 FRET OF THE NORTHWEST QUARTER OF THE SOUTHWEST WARIER OF THE SOUTHEAST QUARTER _ e a 'a o OF SECTION 20, SOVM]RP 21 NORTH, RANGE 4 EAST, WLLAME:TIE MERIDIAN, IN KING COUNTY, WASHNOTM- Dealpnea: BA3 EXCEPT THE NORTH 30 FEET THE REW FOR ROW, AMEXCEPT THAT PORTION fAf7VM TO KING COUNTY FOR SOUTH Drawn: C40010: BAS BAB REITH STREET BY DEED RECORDED UNDER RECORDING NUMBER Scale: 1°.20' 9607250463. CALL 48 HOURS Data 02AaA10 Job 091a6 Sheet No.: Sheet PD-1 BEFORE YOU DIG 1-800-424-5555 1 of 1 Sheets Photo Appendix PHOTOGRAPHS of TRANTSECT SURVEY LINE AND EXISTINTG PLANT GROWTH IN 200-FOOT BUFFER .AREA By John Comis Associates (JCA) (Taken: 12/20/2012) INTRODUCTION Photographs were taken in December 2012 by John Comis Associates (JCA) to document the transect survey done by JCA on that date and to show the dense revegetation that is established within the existing 200-foot buffer area between the proposed site development and the closest wetland area located 162 feet (measured by JCA) from the SW property corner. Photographs were taken in the area at Wetland "A" and from the top of bank above the SW property corner. The location and direction for each photo is shown on the "Modified Site Plan" (Figure 7). Additional photographs are on file at the office of JCA in Tacoma. These photos may be viewed or obtained upon request if more photographic documentation is needed. Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 6 of 8 Photo #1: Looking northeast from the area at mosaic Wetland "A" at test plots "JCA TP-10" (blue and green) and "OTAK TH-6" (pink and black) with our reel tape stretched in a straight line through dense, mature forested vegetation that exists between the project site and the offsite wetlands. (Taken 12/20/12) Photo #2: Looking northeast from the area at mosaic Wetland "A" at test plots "JCA TP-10" and "OTAK TH-6" with our reel tape stretch in a straight line through dense, mature forested vegetation that exists between the project site and the offsite wetlands along the 200-foot buffer. (Taken 12/20/12) Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 7 of 8 Photo #3: Looking southwest from the top of the bank toward offsite mosaic Wetland "A" and `B" through dense, mature forested vegetation that exists between the project site and the offsite wetland area. The gray pole at the lower right in the photo is at the SW property corner. (Taken 12/20/12) Photo #4: Looking southwest from the top of the bank toward offsite mosaic Wetland "A" and `B" through dense, mature forested vegetation that exists between the project site and the offsite wetland area. The gray pole at the lower left in the photo is at the SW property corner. The native vegetation that exists between the property corner and the toe of the existing slope (-25 feet wide) will be preserved by the modified plan. (Taken 12/20/12) Davis Wetland Report @ Federal Way By John Comis Associates Date: 1/31/13 Page 8 of 8 W04 Web date: 11/09/2012 LA Water Availability King County King County Certificate of Department of Permitting Water Availabilitv ERU and Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 M Relay: 711 For alternate formats, call 206-296-6600. www.kingcounty.gov a This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number Name ✓ uilding Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other: ✓ Applicant's name: jLL � ile ✓ Proposed use: Y ✓ L , ati n (attach m p a d de cription If - 1 1.0 a. WatelCan be provided by service connection only to an existing 1:&i DI(size) water main that is C� feet from the site. OR b. Water service will require an improvement to the water system of: feet of water main to reach the site; and/or ;1tc t2 Ft a(: 41(2) The construction of a distribution system on the site; and/or I'F H DID I Ilop AZ Affi (3) Other (describe): AkF— +N��C�'+�OyE�c �[r2 ETc .tS ro.P ('VG (� 6 J ✓ 2. iff a. OR The water system is in conformance with a County approved water comprehensive plan. t-1 U�lk [ZC-0. ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. 49 a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b.' Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant f f— 2,00 feet from the building/property (or as marked on the attached map): Rate of flow at Peak Demand: ❑ less than 500 gpm (approx. gpm) ❑ 500 to 999 gpm ❑ 1000 gpm or more ❑ flow test of gPM ❑ calculation of -Z543, d gpm Duration: ❑ less than 1 hour ❑ 1 hour to 2 hours a 2 hours or more Other. OR (Note: Commercial building permits which include multifamily structures require flow test or calculation.) ❑ b. Water system is not capable of providing fire flow. ✓ 5. 1% a. - Water system has certificates of water rights or water right claims sufficient to provide service. OR El b. Water system does not currently have necessary water rights or water right claims.. t, Etw i ttr eAl57')NC SI. IN<i C-�2s "1A / lVe; OE A,7 -, � •4Nr? W f c c. Comments/conditions: fit,, f�yy r �f w6L3i1�6C Cr%t)CCr,-J(ti6FL i7d.t-i-&2Xl'C }(1 A, I certify that the above water purveyor information is true. This certification shall be valid for .one year from date of signature, LAKEHAVEN UTILITY DISTRICT BILL, Q(---LSo,M Agency name Sig tort' name ll z-� 3 Title Signature rr �3�3 Date Highest r Min. In 6MV Pressure Zone; - Elevation of Property-;1-0 I Z-30 ; Est. Max.Pressure — l psi Lowest - The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. WaterAvailabilityFORM.doc b-cert-water.pdf W04 11/09/2012 Page 1 of 1 . � r r .GIs_ Y ak-ehaven �T ILITY DIS R'(( Water Availability Map Water main ------ Water service lines Hydrants - Development Engineering x 19;77 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South A�k Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 CITY OF -:.•�"wvtvzarit%,Ei£firHuk0,iray.coin Federal Way DEC 20 2013 CM OF FEDERAL WAY CDS Crime Prevention Through Environmental Design (CPTED) Checklist Instructions This checklist is designed to assist the project proponent in demonstrating how CPTED principles have been met. This goal can also be met by submitting a written explanation as to how each of the three design principles of Natural Surveillance, Access Control, and Ownership has been met. The checklist has been prepared to provide guidance and assistance in regard to the integration of CPTED principles into proposed project designs. The purpose of the checklist is to assist a project proponent in identifying and incorporating design strategies that implement the CPTED principles identified in Federal Way Revised Code (FWRC) 19.115.010. CPTED principles, performance standards, and strategies are used during project development review to identify and incorporate design features, which reduce opportunities for criminal activity to occur. The effectiveness of CPTED is based on the fact that criminals make rational choices about their targets. In general: (1) The greater the risk of being seen, challenged, or caught; the less likely they are to commit a crime. (2) The greater the effort required, the less likely they are to commit a crime. (3) The lesser the actual or perceived rewards, the less likely they are to commit a crime. Through use of CPTED principles, the built environment can be designed and managed to ensure: (1) There is more chance of being seen, challenged, or caught; (2) Greater effort is required; (3) The actual or perceived rewards are less; and (4) Opportunities for criminal activity are minimized. CPTED Design Principles CPTED design principles are functionally grouped into three categories: (1) Natural Surveillance. This category focuses on strategies to design the built environment in a manner that promotes visibility of public spaces and areas. (2) Access Control. This category focuses on the techniques that prevent and/or deter unauthorized and/or inappropriate access. (3) Ownership. This category focuses on strategies to reduce the perception of areas as "ownerless'-and-therefore available for undesirable uses. - Bulletin #021 —January 1, 2011 Page 1 of 2 kAHandout \CPTED Instructions How to Use This Checklist This checklist has been prepared to assist in identifying appropriate strategies to incorporate CPTED design principles into proposed projects in Federal Way. The guidelines included in this checklist expand on the principles found in FWRC 19.115.010. It is recommended that the principles be reviewed initially to identify the approaches used to implement CPTED. Subsequent to this initial review, this checklist should be reviewed to identify additional strategies that may be applicable for a proposed project. Not all strategies are applicable to all projects. In addition, the CPTED principles may be addressed through strategies that are not listed. Checklist Design The checklist has been organized in the following manner: Functional Area Specific design element addressed by CPTED principles Performance Standard What is the desired outcome of appiymg CPTED principles to this funcrional area Strategy Technique which can be used to implement CPTED principles t Check Box Indicate by checking this box if this strategy has been used in the proposed project Strategy Wri(e4n This section can be used to write in asawegy which is not specifically listed but is employed in the project Process Applicability Indicates schen in the review process the identified guideline should be assessed Sectiol q I Functional Area Performance Performance Standard Standard Strategy X Wimble durirtg Site P tan RerGcw 6 I,p x3bic dwim Bulc dluxg Pans( Rcvicw Natural Surveillance i.i -Blind Corners .ovoid blind corners in pathways and parking lots. Pathways should be direct. All barriers along pathways should be permcable (see through) k4uding landsaa in , fencing etc. m Consider the installation of mirrors to allow users to see ahead of them and around comas e ❑ Other sttatcizy for Agency Use Only _Conforms _Revise _NA Comments: Site Plan and Building Permit Review Certain guidelines and techniques are best applied during different points in the review process. To assist in facilitating CPTED review, guidelines which are best considered during site plan review are indicated with a " 0 " symbol. Guidelines that are most appropriately applied during building permit review are indicated with a "e" symbol. Bulletin #021 — January 1, 2011 Page 2 of 2 kAHandout \CPTED Instructions DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES -�— 33325 81h Avenue South CITY OF 'a Federal Way, WA 98003-6325 Federa Wa 253-835-2607; Fax 253-835-2609 ev%vw.ci tyoffcderalway.com 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 I V Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Pz!rrnit Review Section 1.0 Natural Surveillance 1.1 Blind Corners Avoid blind corners in pathways and parking lots. d Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used:_f�j��:t 1.2 Site and Building Layout Allow natural observation from the street to the use, from the use to the street, and between apses Evaluation for Agency Use Only —conforms Revise �NA Comments: Conforms Revise �NKA Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review 9 Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. 0 Family Development 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 observation while protecting privacy. ■ Locate main entrances/exits at the front of the site and in view l� of the street. M For Commercial/ Retail/ %diistrial If employee entrances must be separated from the main and Community entrance, they should maximize opportunities for natural Facilities surveillance from the street. 1 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. A Open spaces shall be clearly designated and situated at For Common/ 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. ■ Oth strategy used: Evaluation for Agency Use Only Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ 1 Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 5 Applicable during Site Plan Review B Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open —Conforms —Revise Revise Provide natural surveillance for common/open space areas. NA Continents: 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. ■ Locate waiting areas and external entries to elevators/stairwells close to areas of active uses to make them visible from the building entry. e lP Locate seating in areas of active uses. e /// Other strategy used: 171 1.4 Entrances _Conforms � Provide entries that are clearly visible. Revise NA Comments: Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to C" FWRC 19.140.060. Exempt Signs. (Applicable during Certi icateof_Occypancv 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 —Revise minimize opportunities for intruders to hide. FO-Mments: Bulletin #022 — January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy a Applicable during Site Plan Rcview Applicable during Building Permit-RcvieW... 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. 8 Evaluation for Agency Use Only Other strategy used: 1.6 Landscaping Conforms Avoid landscaping which obstructs natural surveillance and —Revise allowsallows intruders to hide. NA Corn ments, ❑ 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 street. ■ Other strategy used: 1.7 Exterior Lighting —Conforms � Provide exterior lighting that enhances natural surveillance. Revise (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 Section and I Functional Area Evaluation for Performance I Performance Standard :agency Use Only Standard Strategy ■ Applieahie dairing Sire Plan Rmi:%v .e Applicable during 8wilding Permit Review Locate elevated light fixture pole�ed_esired ht standards, etc.) in a p� coordinated manner that pr 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 Ju support visibility for pedestrians, ensure that it is vandal - resistant. e izrEnsure 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 •�I community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used:El _ J&d _"Y,- n' y 1.8 Mix of Uses Conforms In mixed use buildings increase opportunities for natural —Revise surveillance, while protecting privacy. NA 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 a 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 _.�Revise bars, shutters, and doors should allow observation of the street NA and be c.ons•islenl 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 A 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 _NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. 1u ,2/ Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 —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 R 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 ❑ El 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 Conforms . Avoid confusion in locating building entrances. Revise. �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: 171 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. —Revise. NA Comments: , Consider usin tho�plantsan effective barrier. e Other strategy used: ❑ G��i �,o, ll- I •lee 2.4 Landscaping Location Conforms Avoid placement of vegetation 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 Perrnit 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. i Other strategy used: El 2.5 Security Conforms Reduce opportunities for unauthorized access -Revise —Revise Comments: Consider the use of security hardware and/or human measures to reduce opportunities for unauthorized access. (Applicable during Cerd Licate of Occtrpancv IffWection). Other strategy used: El 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: Er- 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 O 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 —Conforms Create a "cared for" image —Revise 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: El 3.2 Materials Conforms Use materials, which reduce the opportunity for vandalism. _Revise _NA 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 a ortunities for vandalism. Avoid flat or porous fats es in areas w ere Yr-ff a t xs lie to be a problem. A Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. e ,I -Common area and/or street furniture shall be made of long 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 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES J�k 33325 8'h Avenue South CITY OF RECEIVED Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 FederalWay DEC � b ® 2013 www.cit .offederalwa .can, CITY OF FEDERAL WAY CDS HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC), Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. H. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure • Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) • Additions or modifications to or replacement of any building or facility (does not include tenant improvements) ■ Demolition of any structure + Any landfill or excavation ■ Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities + Dredging + Reconstruction/maintenance of groins and similar shoreline protection structures • Replacement of utility cables that must be buried under the surface of the bedlands ■ Repair/rebuilding of major dams, dikes, and reservoirs • Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities ProjectName UGC � Ctij L(�irLLr3 ' , _Applicant—':�� Project Location 5 I Tracking No. U III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID allons SOLID (pounds) (1) Acid or basic solutions or solids .� (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides C�1 (4) Brake, transmission, hydraulic fluids (� l (5) Brine solutions (6) Corrosion or rust prevention solutions 7 (7) Cutting fluids U Q (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers e— (14) Food or animal processing wastes Q (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary fluids or wastes [J�° (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercury, silver, etc.) (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons p (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers 4p (30) Tanning (leather) chemicals (31) Transformer, capacitor oils/fluids, PCB's (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a se arate sheet. V Bulletin #056 — January 1, 2011 Page 2 of 3 kAHandouts\Hazardous Materials Inventory Statement Project Name _ - �°7? r /� Applicant Qf Project Locationi,� +�ftirbt4f, �cking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. Approximate Quantity of Imported Fill Source of Fill Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 jxJ The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. #2 [ ] Above ground storage tanks, having a capacity of gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious #4 [ ] substances, will be for sale in original containers with a capacity of _ gallons liquid or pounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or _pounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [xJ Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 [ ] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE Print Name If you have any questions about filling out this application form, please call the Department of Community Development Services at 253-835-2607. Please be advised that an application for a development permit lacking the required information will not be accepted. Bulletin #056 — January 1, 2011 Page 3 of 3 k:UHandouts\IIazardous Materials Inventory Statement L-9 Icing County Department of Permitting and Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 T1Y Relay: 711 www.kingcounty.gov RECEIVED S06 Web date:11/09/2012 Sewer Availability: Z DEC 2 0 2013 King County Certificate of �✓ CITY OF FEDERAL WAY Sewer Availability ERU7,8-L CDS For alternate formats, call 206-296-6600. This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number d [YBuilding Permit ❑ Short Subdivision ❑ Preliminary Plat or PUD ❑ Rezone or other: Name ✓ Applicant's name: ✓ Proposed use: (�- ✓ Location (attach map and lega description if necessary): 61 "Pd 9)4Q 0WOUL)q909 _1W VV " I/ 1. 49 a. Sewer service can be provided by side sewer connection only to an existing I4_iN(_ki 01. M. size sewer 5y feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: El (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site; and/or ❑ (3) Other (describe): 2. a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. ✓ 3. a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for extension of service outside the district or city. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. ✓ 4. Service is subject to the following: -� a. Connection charge: I U iw C P"_ b. Easement(s): cs Kc, Q6 1 C. Other: 1.�)E S&Lv\GF_ Cs)Nt�lrc`:�� F6 i F ri?C��J� q rx��n * The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities.' I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT Agency name _ ignatory me Title Signature Date �i6 rr�i3/i3 SewerAvailabilityFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1 * tE TILTY�d) IDiSTP, Sewer Availability Map Sewer Main ......•• Sewer Manholes Development Engineering NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. 1 W04 Web date: 11/09/2012 L9 Water Availability King County King County Certificate of �'�Z' Department of Permitting and Environmental Review Water Availability ERU F 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 TN Relay: 711 For alternate formats, call 206-296-6600. www.kingcounty.gov py This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number Name uilding Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other: ✓ Applicant's name:. ve ` ✓ Proposed use: ✓ L ati n (altach m pad de cription if sa ): DO� r uy s 1. ,, a. Watei can he provided by service connection only to an existing LTiQCDL(size) water main that is -i /- feet from the site. OR b. Water service will require an improvement to the water system of: (1) -f-1- % feet of water main to reach the site; and/or 1 S 0;2 o"s l.-re,Z FI R f 1W(2) The construction of a distribution system on the site; and/or I'F A DD I)0P 4t ,�31 (3) Other (describe): R�Ee )o,.0 5YYRi-1 fly NuDterl}-ice , } UE I�_E�C Innis (a.N �'rG ( i�C-(V ✓ 2. a. OR The water system is in conformance with a County -approved water comprehensive plan.t-1 U- 1-E i2-6s-, is rZ(5b. ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. 4. 40 a. OR Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant # /- 2-OC> _ feet from the building/property (or as marked on the attached map): Rate of flow at Peak Demand: ❑ less than 500 gpm (approx. gpm) ❑ 500 to 999 gpm ❑ 1000 gpm or more ❑ flow test of gpm 5 calculation of gpm, Duration: ❑ less than 1 hour ❑ 1 hour to 2 hours 10 2 hours or more Other (Note: Commercial building permits which include multifamily structures require flow test or calculation.) ❑ b. Water system is not capable of providing fire flow. 1/5. a. Water system has certificates of water rights or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water righf5 or water right claims.. t,, Ef i3C eiA-0 f� i tf rici�7]N6 u 111E i CAU 'nq t Na-, 45E A.Pc--QU ra ?ENO W l r/ Comments/conditions: tlNr Z ; ,,r - C,76P(CA�)4A; S - l /CC-U I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT BILL, Q-(--- I`1 Agency name Siai tory name Z-1 3 Title Signature I/ /3T,-�: Date --- Highest �— Min. In Pressure Zone; Elevation of Pro ert Z20 I "2-30 - f �� j..- Lowest p y ;Est. Max.Pressure psi The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. WaterAvailabilityFORM.doc b-cert-water.pdf W04 11/09/2012 Page 1 of 1 - a �1 �T.rrr Dis Water Availability Map Water main Water service lines Hydrants Development Engineering NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. 1 PAcIFic NORTHWEST TITLE Company of Washington, Inc. RECEIVED DEC 2 0 2013 CITY OF FEDERAL WAY CDS Steven E. Davis 6124 Panorama Drive NE Tacoma, WA 98422 Order No.: 690975 Dear Steven E. Davis Congratulations on the purchase of your new home! Enclosed is your Owners Title Policy in connection with your recent purchase. We would like to take this opportunity to thank you for letting us serve you. Please keep your policy close at hand, as you can utilize it for additional discounts if you decide to refinance your loan or when you sell the home. For example, Pacific Northwest Title offers a 10% discount on a refinance and a 30% Homeowners Discount Rate when we are provided with a copy of the policy when the order is placed. We also offer competitive rates on equity loan policies. For details on these and other services we provide, please do not hesitate to call us locally at (206)622-1040 or statewide at 1-800-634- 5544. Again, we would like to thank you for selecting Pacific Northwest Title Companies and wish you all the best in your new home. Marilyn Sanden Senior Title Officer Unit No. 2 215 Columbia Street A Seattle, WA 98104-1511 A (206) 622-1040 A Fax: (206) 343-1358 http://pnwt.com OWNER'S POLICY OF TITLE INSURANCE ISSUED BY Any notice of claim and any other notice or statement in writing required to be given to the Company under this Policy must be given to the Company at the address shown in Section 18 of the Conditions. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B, AND THE CONDITIONS, PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation (the "Company") insures, as of Date of Policy and, to the extent stated in Covered Risks 9 and 10, after Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of. 1. Title being vested other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the Title. This Covered Risk includes but is not limited to insurance against loss from (a) A defect in the Title caused by (i) forgery, fraud, undue influence, duress, incompetency, incapacity, or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance; (iii) a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notarized, or delivered; (iv) failure to perform those acts necessary to create a document by electronic means authorized by law; (v) a document executed under a falsified, expired, or otherwise invalid power of attorney; (vi) a document not properly filed, recorded, or indexed in the Public Records including failure to perform those acts by electronic means authorized by law; or (vii) a defective judicial or administrative proceeding. (b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on adjoining land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (a) the occupancy, use, or enjoyment of the Land; (b) the character, dimensions, or location of any improvement erected on the Land; (c) the subdivision of land; or (d) environmental protection if a notice, describing any part of the Land, is recorded in the Public Records setting forth the violation or intention to enforce, but only to the extent of the violation or enforcement referred to in that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action, describing any part of the Land, is recorded in the Public Records, but only to the extent of the enforcement referred to in that notice. 7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded in the Public Records. S. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge. 9. Title being vested other than as stated in Schedule A or being defective (a) as a result of the avoidance in whole or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws; or (b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws by reason of the failure of its recording in the Public Records (i) to be timely, or (ii) to impart notice of its existence to a purchaser for value or to a judgment or lien creditor. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs, attomeys' fees, and expenses incurred in defense of any matter insured against by this Policy, but only to the extent provided in the Conditions. PACIFIC NORTHWEST TITLE Insurance Company, Inc. Presld0n! Countersigned by., a �1°0A_A1 � SEAL Authorized Signatory Ip6 PACIFIC NORTHWEST TITLE SeattleSeattle. Washin�on 0-2061-9003839 ALTA OWNER'S POLICY - 6-17-06 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limitthe coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or S. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (a) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. CONDITIONS DEFINITION OF TERMS The following terms when used in this policy mean: (a) "Amount of Insurance": The amount stated in Schedule A, as may be increased or decreased by endorsement to this policy, increased by Section 8(b), or decreased by Sections 11 and 12 of these Conditions. (b) "Date of Policy": The date designated as "Date of Policy" in Schedule A. (c) "Entity": A corporation, partnership, trust. limited liability company, or other similar legal entity- (d) "Insured": The Insured named in Schedule A. (i) The term "Insured" also includes (A) successors to the Title of the Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives, or next of kin; (B) successors to an Insured by dissolution, merger, consolidation, distribution, or reorganization; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered without payment of actual valuable consideration conveying the Title (1) if the stock, shares, memberships, or other equity interests of the grantee are wholly -owned by the named Insured, (2) if the grantee wholly owns the named Insured, (3) if the grantee is wholly -owned by an affiliated Entity of the named Insured, provided the affiliated Enlily and the named Insured are both wholly -owned by the same person or Entity, or (4) if the grantee is a trustee or beneficiary of a trust created by a written instrument established by the Insured named in Schedule A for estate planning purposes. (ii) With regard to (A), (6). (C), and (D) reserving, however, all rights and defenses as to any successor that the Company would have had against any predecessor Insured. (e) "Insured ClaimanC: An Insured claiming loss or damage. (f) "Knowledge" or'Known": Actual knowledge, not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice of matters affecting the Title. (g) "Land": The land described in Schedule A, and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, fide, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is insured by this policy. (h) "Mortgage": Mortgage, deed of trust, trust deed, or other security instrument, including one evidenced by electronic means authorized by law. (i) "Public Records": Records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d), "Public Records" shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district where the Land is located. (j} 'Title": The estate or interest described in Schedule A. (k) `Unmarketable Title": Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released from the obligation to purchase, lease, or lend if there is a contractual condition requiring the delivery of marketable title. CONTINUATION OF INSURANCE The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured, but only so long as the Insured retains an estate or interest in the Land, or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or only so long as the Insured shall have liability by reason ofwarranties in any transfer or conveyance of the Title. This policy shall not continue in force in favor of any purchaser from the Insured of either (i) an estate or interest in the Land, or (ii) an obligation secured by a purchase money Mortgage given to the Insured. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify, the Company promptly in writing (i) in case of any litigation as set forth in Section 5(a) of these Conditions, (ii) in case Knowledge shall come to an Insured hereunder of any claim of title or interestthat is adverse to the Title, as insured, and that might cause loss or damage for which the Company may be liable by virtue of this policy, or (iii) if the Title, as insured, is rejected as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the Insured Claimant under the policy shall be reduced to the extent of the prejudice. PROOF OF LOSS In the event the Company is unable to determine the amount of loss or damage, the Company may, at its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect: lien, encumbrance, or other matter insured against by this policy thatconstitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. DEFENSE AND PROSECUTION OF ACTIONS (a) Upon written request by the Insured, and subject to the options contained in Section 7 of these Conditions, the Company, at its own cost and without unreasonable delay, shall provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to objectfor reasonable cause) to represent the Insured as to those stated causes of action. It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs, or expenses incurred by the Insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right, in addition to the options contained in Section 7 of these Conditions, at its own cost, to institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Title, as insured, or to prevent or reduce lass or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy, If the Company exercises its rights under this subsection, it must do so diligently. (c) Whenever the Company brings an action or asserts a defense as required or permitted by this policy, the Company may pursue the litigation to a final determination by a court of competent jurisdiction, and it expressly reserves the right, in its sole discretion, to appeal any adverse judgment or order. DUTY OF INSURED CLAIMANT TO COOPERATE (a) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, including the right to use, at its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable aid (i) in securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (i) in any other lawful actthat in the opinion of the Company may be necessary or desirable to establish the Title or any other matter as insured. If the Company is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligations to the Insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation, (b) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, Inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, e-mails, disks, tapes, and videos whether bearing a date before or after Date of Policy, that reasonably pertain to the loss or damage. ALTA OWNER'S POLICY - 6-17-06 CONDITIONS Continued (continued and concluded from reverse side of Policy Face) Further, if requested by any authorized representative of the Company, the Insured Claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect, and copy all of these records in the custody or control of a third party that reasonably pertain to the loss or damage. All information designated as confidential by the Insured Claimant provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Insured Claimant to submit for examination under oath, produce any reasonably requested information, or grant permission to secure reasonably necessary information from third parties as required in this subsection, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 1. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY In case of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the Amount of Insurance under this policy together with any costs, attomeys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations of the Company to the Insured under this policy, other than to make the payment required in this subsection, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. (b) To Pay or Otherwise Settle With Parties Other Than the Insured or With the Insured Claimant. (i) To pay or otherwise settle with other parties for or in the name of an Insured Claimant any claim insured against under this policy. In addition, the Company will pay any costs, attomeys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay; or (ii) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in subsections (b)(i) or (ii), the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. 3. DETERMINATION AND EXTENT OF LIABILITY This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the Insured Claimant who has suffered loss or damage by reason of matters insured against by this policy. (a) The extent of liability of the Company for loss or damage under this policy shall not exceed the lesser of (i) the Amount of Insurance; or (ii) the difference between the value of the Title as insured and the value of the Title subject to the risk insured against by this policy. (b) If the Company pursues its rights under Section 5 of these Conditions and is unsuccessful in establishing the Tide, as insured, (i) the Amount of Insurance shall be increased by 10%, and (ii) the Insured Claimant shall have the right to have the loss or damage determined either as of the date the claim was made by the Insured Claimant or as of the date it is settled and paid. (c) In addition to the extent of liability under (a) and (b), the Company will also pay those costs, attorneys' fees, and expenses incurred in accordance with Sections 5 and 7 of these Conditions. I. LIMITATION OF LIABILITY (a) Ifthe Company establishes the Title, or removes the alleged defect, lien, or encumbrance, or cures the lack of a right of access to or from the Land, or cures the claim of Unmarketable Title, all as insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured. (b) In the event of any litgation, including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals, adverse to the Title, as insured. (c) The Company shall not be liable for loss or damage to the Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY All payments under this policy, except payments made for costs, attorneys' fees, and expenses, shall reduce the Amount of Insurance by the amount of the payment. 11. LIABILITY NONCUMULATIVE The Amount of Insurance shall be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject, or which is executed by an Insured after Date of Policy and which is a charge or lien on the Title, and the amount so paid shall be deemed a payment to the Insured under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage have been definitely fixed in accordance with these Conditions, the payment shall be made within 30 days, 13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT (a) Whenever the Company shall have settled and paid a claim under this policy, it shall be subrogated and entitled to the rights of the Insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person or property, to the extent of the amount of any loss, costs, attorneys' fees, and expenses paid by the Company. If requested by the Company, the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies. The Insured Claimant shall permit the Company to sue, compromise, or settle in the name of the Insured Claimant and to use the name of the Insured Claimant in any transaction or litigation involving these rights and remedies. If a payment on account of a claim does not fully cover the loss of the Insured Claimant, the Company shall defer the exercise of its right to recover until after the Insured Claimant shall have recovered its loss. (b) The Company's right of subrogation includes the rights of the Insured to indemnities, guaranties, other policies of insurance, or bonds, notwithstanding any terms or conditions contained in those instruments that address subrogation rights. 14. ARBITRATION Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbitration pursuant to the Tide Insurance Arbitration Rules of the American Land Title Association ("Rules"). Except as provided in the Rules, there shall be no joinder or consolidation with claims or controversies of other persons. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service in connection with its issuance or the breach of a policy provision, or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured. All arbitrable matters when the Amount of Insurance is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court of competent jurisdiction. 15, LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT (a) This policy together with all endorsements, if any, attached to it by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim of loss or damage that arises out of the status of the Title or by any action asserting such claim shall be restricted to this policy. (c) Any amendment of or endorsement to this policy must be in writing and authenticated by an authorized person, or expressly incorporated by Schedule A of this policy. (d) Each endorsement to this policy issued at any time is made a part of this policy and is subject to all of its terms and provisions. Except as the endorsement expressly states, it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsement, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. 16. SEVERABILITY n the event any provision of this policy, in whole or in part, is held invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision or such part held to be invalid, but all other provisions shall remain in full force and effect. 17. CHOICE OF LAW; FORUM (a) Choice of Law: The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the jurisdiction where the Land is located, Therefore, the court or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured and to interpret and enforce the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of law principles to determine the applicable law. (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federal court within the United States of America or its territories having appropriate jurisdiction. 18. NOTICES, WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at 215 Columbia Street, Seattle, Washington 98104-1511. ALTA OWNER'S POLICY - 6-17-06 Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE A Order No.: 690975 Policy No.: 2061-9003839 Policy Date: March 20, 2009 Amount: $275,131.62 at 15:21 p.m. Premium: $836.00 1. Name of Insured: STEVEN E. DAVIS, a single man 2. The estate or interest in the land described herein and which is covered by this Policy is: FEE SIMPLE 3. The estate or interest referred to herein is at date of Policy vested in: STEVEN E. DAVIS, a single man 4. The land referred to in this Policy is described as follows: The west 100 feet of the north 300 feet of the northwest quarter of the southwest quarter of the southeast quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington; EXCEPT the north 30 feet thereof for road; AND EXCEPT that portion conveyed to King County for South 348tn Street by deed recorded under Recording Number 8607250463. Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE B Policy No.: 2061-9003839 This policy does not insure against loss or damage by reason of the following: GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Taxes or special assessments which are not shown as existing liens by the public records. 8. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: As on Schedule B, attached. Policy No.: 2061-9003839 SCHEDULE B Page 2 SPECIAL EXCEPTIONS: 1. AGREEMENT TO RECONSTRUCT DRIVEWAYS AND THE TERMS AND CONDITIONS THEREOF: BY: Joseph Pircey and King County RECORDED: July 25, 1986 RECORDING NUMBER: 8607250464 2. SEWER CHARGE PAYABLE IN LIEU OF ASSESSMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: May 18, 1976 RECORDING NUMBER: 7605180701 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: July 25, 1986 RECORDING NUMBER: B607250463 GRANTEE: King County 4. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2009 TAX ACCOUNT NUMBER: 202104-9087-04 LEVY CODE: 1205 CURRENT ASSESSED VALUE: Land: $143,000.00 Improvements: $104,000.00 AMOUNT BILLED GENERAL TAXES: $2,657.31 SPECIAL DISTRICT: $85.15 $2.25 TOTAL BILLED: $2,744.71 PAID: $0.00 TOTAL DUE: $2,744.71 5. Matters disclosed on a survey recorded under Recording Number 20071130900002. 6. DEED OF TRUST TO SECURE AN INDEBTEDNESS: GRANTOR: Steven E. Davis, a single man TRUSTEE: Pacific Northwest Title BENEFICIARY: Banner Bank (continued) AMOUNT: DATED: RECORDED: RECORDING NUMBER: Policy No.: 2061-9003839 SCHEDULE B Page 3 $262,500.00 March 10, 2009 March 20, 2009 20090320001416 7. ASSIGNMENT OF RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: Steven E. Davis, a single man ASSIGNEE: Banner Bank RECORDED: March 20, 2009 RECORDING NUMBER: 20090320001417 END OF SCHEDULE B BC/DO Becky Chapin From: Brant A. Schweikl <bschweikl@sacivil.net> Sent: Tuesday, November 19, 2013 9:07 PM To: Becky Chapin; 'Brian Asbury' Cc: Glen Coad; stevescarwash1968@gmail.com Subject: RE: Extreme Clean Car Wash (Steve's Car Wash) - Engineer of Record Importance: High Correction the date of Schweikl and Associates, PLLC, turned over the project to Development Engineering, PLLC is November 19, 2013> Sorry for the confusion. Respectfully, Brant Brant A. Schweikl, P.E. Managing Member Schweikl and Associates, PLLC 1945 S. 375th Street Federal Way, IWA 98003 PH: (253) 226-4508 bschweikl@SAcivil.net From: Brant A. Schweikl [mailto:bschweikl@sacivil.net] Sent: Tuesday, November 19, 2013 2:42 PM To: 'Rebecca Chapin'; 'Brian Asbury' Cc: Glen Coad (glen@de-civii.com); 'stevescarwash1968@gmail.com' Subject: Extreme Clean Car Wash (Steve's Car Wash) - Engineer of Record Importance: High Ann, Becky and Brian I wanted to inform the City of Federal Way that Schweikl and Associates, PLLC, as of November 20, 2014 is no longer the engineer of record for the above project at the request of the client, Steve Davis. Any correspondence or questions concerning the project shall be directed to the new engineer of record; Glen Coad. PE Development Engineering, PLLC 821 Dock St Slip 2-04 Tacoma, WA 98402 (253) 228-0513 gleri@de-civil.com Respectfully, Brant Brant A. Schweikl, P.E. Managing Member Schweikl and Associates, PLLC 1945 S. 375th Street Federal Way, WA 98003 PH: (253) 226-4508 bschw eill@SA civil.net Schweikl & Associates ac �P Civil Engineering, Project Management and Consulting October 16, 2013 Ms. Rebecca Chapin City of Federal Way Community and Economic Development Department 33325 8th Avenue South Federal Way, Washington 98003-6325 Administrative Landscape Modification Request 1945 S. 375th Street FederalWay,WA 98003 Phone- (253) 226-4508 bschweikl@sacivil.net Project: Extreme Clean Car Wash (aka: Steve's Car Wash) - FW File #11-101527-00-PC Dear Becky; The following is drafted to request a Landscape Modification from the requirement to install 15 feet of Type I solid screen landscaping along the proposed project's western parcel boundary that abuts the City of Federal Way West Hylebos Wetlands Park (zoned RS) and reduce the requirement to a Type III 5-foot width that exists for the remainder of the parcel. The basis of our request for the landscape modification stems from the zoning designation of the existing park property as residential and the fact that the actual use of the property is to remain as a native wetland park with limited trail access for the public. The current use as a native wetland park is not near equivalent to what would be considered an active occupied residential use where residents would possibly have views of the proposed facility. The location of our project is such that there will be no active/occupied residential property within direct view of the public and therefore there should be no derogation of the public's views from the subject property to the west. The landscape modification is absolutely necessary to provide safe and proper onsite vehicle circulation and parking configuration to meet City of Federal Way parking standards and general emergency vehicle access standards. We believe that the granting of the above requested landscape modification by the City of Federal Way will not create any harm or impacts to the adjacent properties and we would hope that you consider and approve our request. We hope that you will consider and approve our request of waiver from ROW improvements associated with our proposed project. 09156-Land Mod 131016.doc If you should have any questions or require additional information please do not hesitate to contact me, Brant A. Schweikl P.E., at (253) 226-4508, and I will provide you with the information that you require. Respectfully, rant 4A. Schweikl, P.E. Managing Member Mr. Steve Davis, Extreme Clean Car Wash 09156-Land Mod 131016.doc MASTER LAND USE APPLICATION EIVE® DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES CITY OF t33325 8`�' Avenue South REC Federal Way, WA 98003-6325 Federal Way DEC 2 4 2013 253-835-2607; Fax 253-835-2609 w �� w.rit]'tf f tcd�.ral.. a �at7i CITY OF FEDERAL WAY CDS APPLICATION NO(S) �1 JVV Date ZZJ��: _ Project Name CIC� Property Address/Location 7* Parcel Number(s) d g 7 Zr Project Description — 6 (z: Z mA(, z PLFASR PRINT 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) j/ Process TI (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 Z4E Zoning Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): el-y0/ee>>r,��e Occupancy Type _Constriction Type Applicant Name: [. ak,)S Address: 61Z q /dy r96//G/m City/State: f— e lt)k Zip: Phone: Fax: Email: �(�S�G�✓ /1/Gi'L1 �96�f � �/,'�/ � �� Signature: Agent (if different than Applicant) Name:�(�L Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Address: City/State: Zip: Phone: Fax: Email: Signature. 6 �e_ )03 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application T�sEVEL_DPMENT ENC11 NEER.I NCi, PL_L_C P.O. Box 446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com DRAINAGE TECHNICAL INFORMATION REPORT Extreme Clean Car Wash 803 South 348th Street Federal Way, Washington PN: 2021049087 For Mr. Steve Davis 6124 Panorama Drive NE Tacoma, WA 98058 Ph: (253) 952 - 0254 Revised March 8, 2014 December 14, 2013 LIZ Development Engineering, PLLC P.O. Box 446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com RESUBMITTED MAR 18 2014 CITY OF FEDERAL WAY CDs December 14, 2013 13-138 Extreme Clean.TIR-RI Paget TABLE OF CONTENTS Page Cover 1 Table of Contents 2 Drainage Report Project Overview 3 Conditions and Requirements Summary 3 Discharge at Natural Location 3 Offsite Analysis 3 Flow Control and Water Quality 4 Conveyance System 4 Financial Guarantee 4 Special Reports and Studies 4 Other Permits 4 CSWPPP 4 Bond Quantities 4 Operations and Maintenance 5 Figure 1— Vicinity Map 7 Figure 2 — Site Plan 8 Appendix "A" KCRTS Calculations 9 Appendix "B" Sand Filter Calculations 15 Appendix "C" Operations Manual 20 Appendix "D" Bond Quantities Worksheet 31 Appendix "E" TIR Information Worksheet 40 December 14, 2013 13-138 Extreme Clean.TIR-RI Page3 Section 1- PROJECT OVERVIEW We are pleased to submit this drainage report for the construction of the proposed carwash to be located at 803 South 348th Street in the City of Federal Way, Washington, as shown on the attached Site Vicinity Map, Figure 1. The site consists of a single parcel that is rectangular in in shape being approximately 250 feet in length and 100 feet width and encompasses approximately 0.57acres. The site was previously developed with a residence and has been largely cleared of trees. Based on our review of the provided site plans the proposed carwash facility will consist of a 2,320sgft carwash building, while the driveway and parking areas are 15,303sgft for a total site impervious area of 17,623sgft while the balance of the site will be made up in landscaping and wetland buffer areas. This Technical Information Report, (TIR) in conjunction with the provided plans, is intended to address the minimum requirements of the King County Stormwater Management Manual (SWMM) as adopted by the City of Federal Way. Section 2 - Conditions and Requirements Summary Since the project consists of a site redevelopment that exceeds 50% of the current valuation of the property and adds more than 10,000sgft of new impervious area the project is required to meet minimum requirements 1 through 10 of the SWMM. Flow control is required to meet the "Conservation" levels and water quality is required to meet "Enhanced Basic" requirements. In addition to SWMM requirements the project obtained a variance approval for reduced side yard setback requirements and the southwest corner of the site includes a wetland buffer area. A building permit, traffic impact analysis and water/sewer approvals are also included with this project. Section 3 — Offsite Analysis The surrounding properties and uses are as follow; East and South: The King County Metro Transit South Federal Way Park and Ride facility. The occupied main parking facility is located to the east and is situated approximately 6 to 13 feet above our project site with a block retaining wall and 6 foot high chain link fen facing our project site. The wall is very effectively screened by a dense row of mature cedar trees approximately 30 feet tall. The P&R property to the south of the project is undeveloped native lands adjacent to the West Hylebos Wetland Park. West: The West Hylebos Wetland Park lies to the west and is undeveloped native vegetation. North: The S. 348th Street ROW is to the North of the project and on the other side of the street lies to the West Campus Business & Office Park. The site naturally slopes from the northeast corner to the southwest corner. There is an approximate drop of 16 feet across the site, with an average slope of 6.2%. There are a few small areas where the average native slope exceeds 28% for a very short distance. The majority of these areas are not naturally occurring, but are the result of man made fills in the rear of the existing homes. We are aware from a previous a previous submittal that there is a small amount of wetland buffer area (unknown amount of square footage) that may exist in the southwesterly corner of the property. We propose relocating this unknown buffer area in the southwest corner to a 4,868 buffer area further to the north to be created as buffer that would lie below the proposed retaining wall and be adjacent to the West Hylebos Wetland Park. This created buffer area would also be the location of the discharge level spreader for the project flow control facility. December 14, 2013 13-138 Extreme Clean.TIR-RI Page4 Drainage leaves the site as sheet flow and enters the West Hylebos Wetland Park to the south. This park is located west and south of the property and extends for a distance greater than''/< mile to the south of the project site. Within this area drainage follows natural patterns eventually being collected by various unnamed streams within the wetland park. Section 4 - Flow Control and Water Quality Analysis and Design This project is required to meet "Conservation" level flow control, which requires meeting the pre - developed flow durations from %: of the 2 year peak flow through to the 50 year peak flow. The flow control system was sized using the King County Run Time Series (KCRTS) computer program. The peak durations were matched assuming the pre -developed site consisted of 0.57 acres of till forest and the developed site consisted of 0.40acres impervious, 0.15 acres of till grass and 0.02acres till forest (buffer). The proposed drainage system consists of using 6' diameter pipe to create a detention tank. Based on our analysis a total length of 260 feet. To accomplish this we are proposing two 130 foot tanks arranged in a manifold. WATER QUALITY The project is required to meet the "enhanced basic" water quality menu. This requires the use of one of three options, a "Large Sand Filter", a "Stormwater Wetland" or a "Two Facility" system. We have provided a design for a "Large Sand Filter" option. This filter is sized to treat 95 percent of the stormwater runoff volume. For our purposes the filter was placed downstream of the detention system in order to minimize the size of the vault. The total volume for the site was calculated using KCRTS as described in the KCSWMM. In this case to total volume for the site was determined to be 430,873cuft. The amount of volume allowed to bypass the sand filter is 5% of the total volume or 21,5423cuft. Again using KCRTS and the method described in the KCSWMM we assumed a working depth of 2 feet and an effective infiltration rate of 36 min/inch. This resulted in a 9 foot by 18 foot vault bypassing a total volume of 20,991cuft thereby meeting the requirement for a Large Sand Filter. No other water quality system is required for this site. Section 5 - Conveyance System Analysis and Design Surface and roof drainage will be directed to a closed system of pipes and catchbasins while being routed to the detention tank. The roof drainage will be conveyed through the use of typical gutters and downspouts which will be collected by a perimeter pipe consisting of a either a 4-inch PVC pipe at a minimum slope of 0.02ft/ft or a 6-inch PVC pipe at a minimum slope of 0.01 ft/ft. A 4-inch PVC pipe at a slope of 0.02 ft/ft has a capacity of 0.32cfs. The total impervious roof area to be conveyed by a single lineis 2,320sgft (0.05acres) using the rational method as found in the KCSWDM the 100 year peak flow is 0.90.050.90.95=0.17cfs (C, A, Pr, and Ir respectively) therefore the pipe is adequately sized to meet or exceed the expected peak flows from the proposed roof area. The parking and drive surfaces will be collected by two catchbasins and conveyed to the detention system via 8 inch line running at a minimum slope of 0.010ft/ft. At that slope an 8 inch line has a capacity of 1.43cfs. The total driveway area is 15,303sgft (0.35acres) again using the rational method the peak flow is 0.9x0.35x3.9x.95=1.17cfs. Therefore it is apparent that the provided lines have sufficient capacity to convey the 100yr peak developed flows. The sand filter collection pipe will consist of a 4" perforated pipe and is downstream of the detention system, as such the peak 100year flow into the sand filter will be limited to approximately 0.0036cfs, further by definition the sand can only infiltrate at a rate of 0.006cfs (36min/inch x filter area), a 4 December 14, 2013 13-138 Extreme Clean.TIR-Rl Page5 inch pipe at a minimal slope of 0.5% has a capacity of 0.16cfs easily meeting the require flow for the filter. Section 6 — Special Reports and Studies A wetland study and traffic impact analysis has been prepared and provided under separate cover. Section 7 — Other Permits A Building Permit will be required. Section 8 — CSWPPP Analysis and Design Typical erosion control measures have been shown on the attached site plan. It is anticipated that a silt fence will provide sufficient protection to prevent erosion from leaving the site. While a silt fence is shown along the down slope portions of the clearing limits, it is our opinion that little surface runoff will leave the site uncontrolled and that this will be adequate erosion protection for the site. Surface areas that are cleared are expected to be seeded or landscaped shortly after they have been cleared further minimizing the chance for erosion. In our opinion the plans as prepared are adequate for a project of this nature. Section 9 — Bond Quantities, Facility Summaries, and Declaration of Covenant The bond quantities and facility summary is included in the Appendix section of this report. Section 10 - Operations and Maintenance Manual An operations and maintenance manual has been included to provide guidance on the operation and maintenance of the control structure, detention tank, Sand Filter and outfall. We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. Respectfully submitted, Development Engineering, PLLC Glen Coad, PE Owner WGC:wgc DocID:13-138 Extreme Clean.TIR-RI Attachments: Figure 1—Site Vicinity Map Figure 2 — Site Plan Appendix "A" KCRTS Output r .+;� �s• is Appendix "B" Sand Filter Calculations Appendix "C" Operation and Maintenance Manual Appendix "D" Bond Quantities Worksheet Appendix "E" Facility Summary Form Fnpf!!h GRAlk-nS Park a 9' e to Sid algal ST Y 'O •� r� �tiy�v P'I614 ' �f3wFf8T �ltther LakeA Pant) erccLai �sv 3<1 sr sT 6� • �F S 3[=0 1 N `n �s - - — Wit- - • -Z13UTH 51 N � $.S]9TN ST � suTSTVL I; isaLreQST x} 83WMST m Marlake IFede l Way 18 R,4 Sir ,sr L ' y 63iIST ST R�4 s as,s�sT i ,� R a ffflll R+4 R.4 i f sasartasr 3.'1 3�T�1 ST Sw M,97s 9T q °� NTesi,ifyk'eboc Mktbnds Ftatk ['Brtwlk Lake I M arueher ISv1rn k1R'.pT •~, SaSYrk.STsawmsr N n Mykrhas ► tla ds III{ S3A wP- S S�FL a?: s SWT c4 SW 26mi ST s�v>nsTFlvr g l'� Mttd take � 314 *apt ST c,2~� . ;IckzooeKnpca�s Approximate Site Location Not to Scale DEVELOPMENT EN(---jINEETz.ING, PLLC P.O. Box 446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civii.com R•4•P R-4 s� nrw (A R$ 7 R4 R-4 o+ I 4 ry. + n 1 or si R-4 $ $ I N f 4 P Rt r"". aL R-4 S 3EM 203ft1, �361S1,PL Site Vicinity Map Extreme Clean Car Wash 803 South 348th Street Federal Way, Washington Job No:13-138 December 2013 Figure 1 Go 00 :a 30 IV' \ 1 I i`L 0 �� / I I r PhD Blllp/ ARE* i 3 / SKETCH NO: FIG. 2 SCALE: 'ROJECT NO: BY: DATE: SITE PLAN 1" = 20' 13-138 WGC 11/1/12 SITE PLAN: Extreme Clean Car Wash 4�A' 803 South 348th Street FEDERAL WAY, WA PN:2021049087 0-= Ohw Cbm&iq 0 1W =4 — lbi � 4�611 December 14, 2013 13-138 Extreme Clean.TIR Page9 Appendix "A" KCRTS Output 6.4.1 WETPONDS —BASIC AND LARGE — METHODS OFANALYSIS FIGURE 6.4.1.A PRECIPITATION FOR MEAN ANNUAL STORM IN INCHES (FEET) ST 1.1 0.54" (0.045') fZ-_] Incorporat -r--) River/Lake — Major Roa NOTE: Areas ear ......... -......... - F' . ... ... .. - .- inches unless rainfall data is available for the location of interest ST 1.0/ ST1.0 1A^ft .A LA 1.2 ,,,, LA1.0 v.ao (U.U54") (0.047') result, generates large amounts of runoff. For this application, till soil types include Buckley and bedrock soils, and alluvial and outwash soils that have a seasonally high water table or are underlain at a shallow depth (less than 5 feet) by glacial till. U.S. Soil Conservation Service (SCS) hydrologic soil groups that are classified as till soils include a few B, most C, and all D soils. See Chapter 3 for classification of specific SCS soil types. 2009 Surface Water Design Manual 1/9/2009 6-71 Flow Frequency Analysis Time series File:pre-dev.tsf Project Location:sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.035 2 2/09/01 18:00 0.010 7 1/06/02 3:00 0.026 4 2/28/03 3:00 0.001 8 3/24/04 19:00 0.015 6 1/05/05 8:00 0.027 3 1/18/06 21:00 0.022 5 11/24/06 4:00 0.044 1 1/09/08 9:00 computed Peaks pre-dev -----Flow Frequency Analysis ----__- - - Peaks - - Rank Return Prob (CFS) Period 0.044 1 100.00 0.990 0.035 2 25.00 0.960 0.027 3 10.00 0.900 0.026 4 5.00 0.800 0.022 5 3.00 0.667 0.015 6 2.00 0.500 0.010 7 1.30 0.231 0.001 8 1.10 0.091 0.041 50.00 0.980 Page 1 Retention/Detention Facility Type of Facility: Detention Tank Tank Diameter: 6.00 ft Tank Length: 260.00 ft Effective Storage Depth: 6.00 ft Stage 0 Elevation: 100.00 ft Storage Volume: 7351. cu. ft Riser Head: 6.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 0.39 0.010 2 3.50 0.75 0.024 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 100.00 0. 0.000 0.000 0.00 0.01 100.01 1. 0.000 0.000 0.00 0.02 100.02 2. 0.000 0.001 0.00 0.03 100.03 4. 0.000 0.001 0.00 0.13 100.13 40. 0.001 0.002 0.00 0.23 100.23 93. 0.002 0.002 0.00 0.33 100.33 158. 0.004 0.002 0.00 0.43 100.43 234. 0.005 0.003 0.00 0.53 100.53 319. 0.007 0.003 0.00 0.63 100.63 411. 0.009 0.003 0.00 0.73 100.73 510. 0.012 0.004 0.00 0.83 100.83 615. 0.014 0.004 0.00 0.93 100.93 725. 0.017 0.004 0.00 1.03 101.03 840. 0.019 0.004 0.00 1.13 101.13 960. 0.022 0.004 0.00 1.23 101.23 1084. 0.025 0.005 0.00 1.33 101.33 1212. 0.028 0.005 0.00 1.43 101.43 1343. 0.031 0.005 0.00 1.53 101.53 1478. 0.034 0.005 0.00 1.63 101.63 1615. 0.037 0.005 0.00 1.73 101.73 1755. 0.040 0.005 0.00 1.83 101.83 1898. 0.044 0.006 0.00 1.93 101.93 2043. 0.047 0.006 0.00 2.03 102.03 2189. 0.050 0.006 0.00 2.13 102.13 2338. 0.054 0.006 0.00 2.23 102.23 2488. 0.057 0.006 0.00 2.33 102.33 2639. 0.061 0.006 0.00 2.43 102.43 2792. 0.064 0.006 0.00 2.53 102.53 2946. 0.068 0.007 0.00 2.63 102.63 3100. 0.071 0.007 0.00 2.73 102.73 3255. 0.075 0.007 0.00 2.83 102.83 3411. 0.078 0.007 0.00 2.93 102.93 3567. 0.082 0.007 0.00 3.03 103.03 3723. 0.085 0.007 0.00 3.13 103.13 3878. 0.089 0.007 0.00 3.23 103.23 4034. 0.093 0.007 0.00 3.33 103.33 4189. 0.096 0.008 0.00 3.43 103.43 4344. 0.100 0.008 0.00 3.50 103.50 4452. 0.102 0.008 0.00 3.51 103.51 4467. 0.103 0.008 0.00 3.52 103.52 4483. 0.103 0.009 0.00 3.53 103.53 4498. 0.103 0.010 0.00 3.54 103.54 4514. 0.104 0.011 0.00 3.55 103.55 4529. 0.104 0.011 0.00 3.56 103.56 4544. 0.104 0.012 0.00 3.66 103.66 4697. 0.108 0.014 0.00 3.76 103.76 4849. 0.111 0.016 0.00 3.86 103.86 4999. 0.115 0.017 0.00 3.96 103.96 5147. 0.118 0.019 0.00 4.06 104.06 5294. 0.122 0.020 0.00 4.16 104.16 5439. 0.125 0.021 0.00 4.26 104.26 5582. 0.128 0.022 0.00 4.36 104.36 5722. 0.131 0.023 0.00 4.46 104.46 5860. 0.135 0.024 0.00 4.56 104.56 5995. 0.138 0.025 0.00 4.66 104.66 6126. 0.141 0.025 0.00 4.76 104.76 6254. 0.144 0.026 0.00 4.86 104.86 6379. 0.146 0.027 0.00 4.96 104.96 6499. 0.149 0.028 0.00 5.06 105.06 6615. 0.152 0.028 0.00 5.16 105.16 6726. 0.154 0.029 0.00 5.26 105.26 6831. 0.157 0.030 0.00 5.36 105.36 6931. 0.159 0.030 0.00 5.46 105.46 7024. 0.161 0.031 0.00 5.56 105.56 7109. 0.163 0.032 0.00 5.66 105.66 7186. 0.165 0.032 0.00 5.76 105.76 7253. 0.166 0.033 0.00 5.86 105.86 7307. 0.168 0.033 0.00 5.96 105.96 7345. 0.169 0.034 0.00 6.00 106.00 7351. 0.169 0.034 0.00 6.10 106.10 7351. 0.169 0.343 0.00 6.20 106.20 7351. 0.169 0.906 0.00 6.30 106.30 7351. 0.169 1.640 0.00 6.40 106.40 7351. 0.169 2.430 0.00 6.50 106.50 7351. 0.169 2.710 0.00 6.60 106.60 7351. 0.169 2.970 0.00 6.70 106.70 7351. 0.169 3.200 0.00 6.80 106.80 7351. 0.169 3.420 0.00 6.90 106.90 7351. 0.169 3.630 0.00 7.00 107.00 7351. 0.169 3.820 0.00 7.10 107.10 7351. 0.169 4.010 0.00 7.20 107.20 7351. 0.169 4.180 0.00 7.30 107.30 7351. 0.169 4.350 0.00 7.40 107.40 7351. 0.169 4.520 0.00 7.50 107.50 7351. 0.169 4.670 0.00 7.60 107.60 7351. 0.169 4.830 0.00 7.70 107.70 7351. 0.169 4.970 0.00 7.80 107.80 7351. 0.169 5.120 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 0.22 ******* 0.08 6.01 106.01 7351. 0.169 2 0.11 ******* 0.03 5.45 105.45 7017. 0.161 3 0.13 ******* 0:03 4.72 104.72 6199. 0.142 4 0.11 ******* 0.03 4.70 104.70 6182. 0.142 5 0.12 ******* 0.02 3.92 103.92 5081. 0.117 6 0.07 0.01 0.01 3.49 103.49 4443. 0.102 7 0.09 ******* 0.01 3.21 103.21 4000. 0.092 8 0.10 ******* 0.01 2.52 102.52 2926. 0.067 Duration Comparison Anaylsis Base File: pre-dev.tsf New File: tank2out.tsf Cutoff Units: Discharge in CFS Cutoff 0.008 0.010 0.012 0.014 0.017 0.019 0.021 0.023 0.025 0.027 0.030 0.032 0.034 0.036 -----Fraction of Time----- BaseNew %Change 0.97E-02 0.00E+00 -100.0 0.63E-02 0.00E+00 -100.0 0.48E-02 0.00E+00 -100.0 0.36E-02 0.00E+00 -100.0 0.28E-02 0.00E+00 -100.0 0.22E-02 0.00E+00 -100.0 0.15E-02 0.00E+00 -100.0 0.93E-03 0.00E+00 -100.0 0.59E-03 0.00E+00 -100.0 0.34E-03 0.00E+00 -100.0 0.21E-03 0.00E+00 -100.0 0.15E-03 0.00E+00 -100.0 0.82E-04 0.00E+00 -100.0 0.16E-04 0.00E+00 -100.0 There is no positive excursion There is no negative excursion ---------Check of Probability Base 0.97E-02 0.008 0.63E-02 0.010 0.48E-02 0.012 0.36E-02 0.014 0.28E-02 0.017 0.22E-02 0.019 0.15E-02 0.021 0.93E-03 0.023 0.59E-03 0.025 0.34E-03 0.027 0.21E-03 0.030 0.15E-03 0.032 0.82E-04 0.034 0.16E-04 0.036 Tolerance------- New%Change 0.000* -99.2 0.000* -99.3 0.000* -99.5 0.000* -99.5 0.000* -99.6 0.000* -99.6 0.000* -99.7 0.000* -99.7 0.000* -99.7 0.000* -99.8 0.000* -99.8 0.000* -99.8 0.000* -99.8 0.000* -99.8 Duration comparison Anaylsis Base File: pre-dev.tsf New File: tank2out.tsf cutoff units: Discharge in CFS -----Fraction of Time----- cutoffBase New %change 0.008 1 0.97E-02 0.92E-02 -5.2 1 0.010 I 0.63E-02 0.53E-02 -16.0 I 0.012 1 0.48E-02 0.48E-02 -0.7 0.014 1 0.36E-02 0.36E-02 1.4 1 0.017 1 0.28E-02 0.25E-02 -8.3 I 0.019 I 0.22E-02 0.19E-02 -13.4 0.021 I 0.15E-02 0.15E-02 4.4 0.023 I 0.93E-03 0.11E-02 17.5 1 0.025 1 0.59E-03 0.54E-03 -8.3 I 0.027 1 0.34E-03 0.28E-03 -19.0 1 0.030 I 0.21E-03 0.15E-03 -30.8 I 0.032 1 0.15E-03 0.33E-04 -77.8 1 0.034 I 0.82E-04 0.00E+00 -100.0 I 0.036 1 0.16E-04 0.00E+00 -100.0 I compare ---------check of Tolerance Probability Base New %change 0.97E-02 0.008 0.008 -2.0 0.63E-02 0.010 0.008 -20.8 0.48E-02 0.012 0.012 -0.2 0.36E-02 0.014 0.015 1.1 0.28E-02 0.017 0.016 -2.4 0.22E-02 0.019 0.017 -7.0 0.15E-02 0.021 0.021 1.1 0.93E-03 0.023 0.024 5.3 0.59E-03 0.025 0.025 -0.5 0.34E-03 0.027 0.027 -3.2 0.21E-03 0.030 0.028 -3.9 0.15E-03 0.032 0.030 -5.7 0.82E-04 0.034 0.031 -8.8 0.16E-04 0.036 0.032 -11.5 Maximum positive excursion = 0.001 cfs ( 6.10/6) occurring at 0.023 cfs on the Base Data:pre-dev.tsf and at 0.025 cfs on the New Data:tank2out.tsf Maximum negative excursion = 0.003 cfs (-27.9%) occurring at 0.011 cfs on the Base Data:pre-dev.tsf and at 0.008 cfs on the New Data:tank2out.tsf Page 1 December 14, 2013 13-138 Extreme Clean.TIR-RI Page13 Appendix "B" Sand Filter Calculations tank2volume Discharge volume from Time Series tank2out.tsf between 10/01/00 00:00 and 09/30/08 23:59 430873. Cu-Ft or 9.891 AC -Ft in 2920.0 days Page 1 Retention/Detention Facility Type of Facility: Infiltration Pond Side Slope: 0.00 H:lV Pond Bottom Length: 18.00 ft Pond Bottom Width: 9.00 ft Pond Bottom Area: 162. sq. ft Top Area at 1 ft. FB: 162. sq. ft 0.004 acres Effective Storage Depth: 2.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 324. cu. ft 0.007 ac-ft Vertical Permeability: 36.00 min/in Permeable Surfaces: Bottom Riser Head: 2.00 ft Riser Diameter: 12.00 inches Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation Surf Area (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) (sq. ft) 0.00 0.00 0. 0.000 0.000 0.00 162. 0.10 0.10 16. 0.000 0.000 0.01 162. 0.20 0.20 32. 0.001 0.000 0.01 162. 0.30 0.30 49. 0.001 0.000 0.01 162. 0.40 0.40 65. 0.001 0.000 0.01 162. 0.50 0.50 81. 0.002 0.000 0.01 162. 0.60 0.60 97. 0.002 0.000 0.01 162. 0.70 0.70 113. 0.003 0.000 0.01 162. 0.80 0.80 130. 0.003 0.000 0.01 162. 0.90 0.90 146. 0.003 0.000 0.01 162. 1.00 1.00 162. 0.004 0.000 0.01 162. 1.10 1.10 178. 0.004 0.000 0.01 162. 1.20 1.20 194. 0.004 0.000 0.01 162. 1.30 1.30 211. 0.005 0.000 0.01 162. 1.40 1.40 227. 0.005 0.000 0.01 162. 1.50 1.50 243. 0.006 0.000 0.01 162. 1.60 1.60 259. 0.006 0.000 0.01 162. 1.70 1.70 275. 0.006 0.000 0.01 162. 1.80 1.80 292. 0.007 0.000 0.01 162. 1.90 1.90 308. 0.007 0.000 0.01 162. 2.00 2.00 324. 0.007 0.000 0.01 162. 2.10 2.10 340. 0.008 0.308 0.01 162. 2.20 2.20 356. 0.008 0.871 0.01 162. 2.30 2.30 373. 0.009 1.600 0.01 162. 2.40 2.40 389. 0.009 2.390 0.01 162. 2.50 2.50 405. 0.009 2.670 0.01 162. 2.60 2.60 421. 0.010 2.930 0.01 162. 2.70 2.70 437. 0.010 3.160 0.01 162. 2.80 2.80 454. 0.010 3.380 0.01 162. 2.90 2.90 470. 0.011 3.590 0.01 162. 3.00 3.00 486. 0.011 3.780 0.01 162. 3.10 3.10 502. 0.012 3.970 0.01 162. 3.20 3.20 518. 0.012 4.140 0.01 162. 3.30 3.30 535. 0.012 4.310 0.01 162. 3.40 3.40 551. 0.013 4.470 0.01 162. 3.50 3.50 567. 0.013 4.630 0.01 162. 3.60 3.60 583. 0.013 4.780 0.01 162. 3.70 3.70 599. 0.014 4.930 0.01 162. 3.80 3.80 616. 0.014 5.070 0.01 162. 3.90 3.90 632. 0.015 5.210 0.01 162. 4.00 4.00 648. 0.015 5.350 0.01 162. Hyd Inflow Outflow Peak Target Calc Stage Elev 1 0.08 ******* 0.07 2.02 2.02 2 0.03 ******* 0.03 2.01 2.01 3 0.03 ******* 0.02 2.01 2.01 4 0.03 ******* 0.02 2.01 2.01 5 0.02 ******* 0.01 2.00 2.00 6 0.01 ******* 0.00 2.00 2.00 7 0.01 ******* 0.00 2.00 2.00 8 0.01 ******* 0.00 0.18 0.18 ---------------------------------- Route Time Series through Facility Inflow Time Series File:tank2out.tsf Outflow Time Series File:sandfilterout Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: Discharge Volume Storage (Cu-Ft) (Ac-Ft) 327. 0.008 325. 0.007 325. 0.007 325. 0.007 325. 0.007 324. 0.007 324. 0.007 29. 0.001 0.079 CFS at 10:00 on Jan 9 in Year 8 0.066 CFS at 10:00 on Jan 9 in Year 8 2.02 Ft 2.02 Ft 327. Cu-Ft 0.008 Ac-Ft Discharge Volume from Time Series sandfilterout.tsf between 10/01/00 00:00 and 09/30/08 23:59 20991. Cu-Ft or 0.482 Ac-Ft in 2920.0 days December 14, 2013 13-138 Extreme Clean.TIR-R1 Page18 Appendix "C" Operations & Maintenance APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.3 - DETENTION TANKS AND VAULTS Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Site Trash and debris Any trash and debris which exceed 1 cubic foot Trash and debris cleared from site. per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in Grass or groundcover mowed to a height. height no greater than 6 inches. Tank or Vault Trash and debris Any trash and debris accumulated in vault or tank No trash or debris in vault. Storage Area (includes floatables and non-floatables). Sediment Accumulated sediment depth exceeds 10% of the All sediment removed from storage accumulation diameter of the storage area for length of storage vault or any point depth exceeds 15% of area. diameter. Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than length of tank. Tank Structure Plugged air vent Any blockage of the vent. Tank or vault freely vents. Tank bent out of Any part of tank/pipe is bent out of shape more Tank repaired or replaced to design. shape than 10% of its design shape. Gaps between A gap wider than'/z-inch at the joint of any tank No water or soil entering tank sections, damaged sections or any evidence of soil particles entering through joints or walls. joints or cracks or the tank at a joint or through a wall. tears in wall Vault Structure Damage to wall, Cracks wider than any evidence of soil Vault is sealed and structurally frame, bottom, and/or entering the structure through cracks or qualified sound. top slab inspection personnel determines that the vault is not structurally sound. Inlet/Outlet Pipes Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-floatables). Damaged Cracks wider than at the joint of the No cracks more than %-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-5 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.3 - DETENTION TANKS AND VAULTS Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Manhole access covered. An❑open manhole re❑uires immediate maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. not working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Cover/lid difficult to One maintenance person cannot remove CoverAid can be removed and remove cover/lid after applying 80 Ibs of lift. reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access Damaged or difficult Large access doors or plates cannot be Replace or repair access door so it doors/plate to open opened/removed using normal equipment. can opened as designed. Gaps, doesn't cover Large access doors not flat and/or access Doors close flat and covers access completely opening not completely covered. opening completely. Lifting Rings missing, Lifting rings not capable of lifting weight of door Lifting rings sufficient to lift or rusted or plate. remove door or plate. 1/9/2009 2009 Surface Water Design Manual — Appendix A A-6 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. ❑- CONTROL STRUCTUREELOW RESTRICTOR Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Structure Trash and debris Trash or debris of more than''/: cubic foot which No Trash or debris blocking or is located immediately in front of the structure potentially blocking entrance to opening or is blocking capacity of the structure by structure. more than 10%. Trash or debris in the structure that exceeds'/3 No trash or debris in the structure. the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Sediment Sediment exceeds 60% of the depth from the Sump of structure contains no bottom of the structure to the invert of the lowest sediment. pipe into or out of the structure or the bottom of the FROP-T section or is within 6 inches of the invert of the lowest pipe into or out of the structure or the bottom of the FROP-T section. Damage to frame Corner of frame extends more than % inch past Frame is even with curb. and/or top slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks. cracks wider than'/, inch. Frame not sitting flush on top slab, i.e., Frame is sitting flush on top slab. separation of more than % inch of the frame from the top slab. Cracks in walls or Cracks wider than''/z inch and longer than 3 feet, Structure is sealed and structurally bottom any evidence of soil particles entering structure sound. through cracks, or maintenance person judges that structure is unsound. Cracks wider than inch and longer than 1 foot No cracks more than inch wide at at the joint of any inlet/outlet pipe or any evidence the joint of inlet/outlet pipe. of soil particles entering structure through cracks. Settlement/ Structure has settled more than 1 inch or has Basin replaced or repaired to design misalignment rotated more than 2 inches out of alignment. standards. Damaged pipe joints Cracks wider than''/: -inch at the joint of the No cracks more than wide at inlet/outlet pipes or any evidence of soil entering the joint of inlet/outlet pipes. the structure at the joint of the inlet/outlet pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Ladder rungs missing Ladder is unsafe due to missing rungs, Ladder meets design standards and or unsafe misalignment, rust, cracks, or sharp edges. allows maintenance person safe access. FROP-T Section Damage T section is not securely attached to structure T section securely attached to wall wall and outlet pipe structure should support at and outlet pipe. least 1,000 Ibs of up or down pressure. Structure is not in upright position (allow up to Structure in correct position. 10% from plumb). Connections to outlet pipe are not watertight or Connections to outlet pipe are water show signs of deteriorated grout. tight; structure repaired or replaced and works as designed. Any holes —other than designed holes —in the Structure has no holes other than structure. designed holes. Cleanout Gate Damaged or missing Cleanout gate is missing. Replace cleanout gate. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-7 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. ❑-CONTROL STRUCTURE aLOW RESTRICTOR Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Cleanout gate is not watertight. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and down easily and maintenance person. is watertight. Chain/rod leading to gate is missing or damaged. Chain is in place and works as designed. Orifice Plate Damaged or missing Control device is not working properly due to Plate is in place and works as missing, out of place, or bent orifice plate. designed. Obstructions Any trash, debris, sediment, or vegetation Plate is free of all obstructions and blocking the plate. works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the Pipe is free of all obstructions and potential of blocking) the overflow pipe. works as designed. Deformed or damaged Lip of overflow pipe is bent or deformed. Overflow pipe does not allow lip overflow at an elevation lower than design InlettOutlet Pipe Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-floatables). Damaged Cracks wider than'/2-inch at the joint of the No cracks more than wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. Metal Grates Unsafe grate opening Grate with opening wider than'/e inch. Grate opening meets design (If Applicable) standards. Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design standards. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in place. Cover/lid protects opening to An❑open structure re❑uires ur❑ent structure. maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Cover/lid difficult to One maintenance person cannot remove Cover/lid can be removed and Remove cover/lid after applying 80 lbs. of lift. reinstalled by one maintenance person. 1/9/2009 2009 Surface Water Design Manual — Appendix A A-8 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. ❑- CATC❑ ❑ASINS AND MAN❑OLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Structure Sediment Sediment exceeds 60% of the depth from the Sump of catch basin contains no bottom of the catch basin to the invert of the sediment. lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lowest pipe into or out of the catch basin. Trash and debris Trash or debris of more than % cubic foot which No Trash or debris blocking or is located immediately in front of the catch basin potentially blocking entrance to opening or is blocking capacity of the catch basin catch basin. by more than 10%. Trash or debris in the catch basin that exceeds No trash or debris in the catch basin. 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within catch basin. gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Damage to frame Corner of frame extends more than % inch past Frame is even with curb. and/or top slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks. cracks wider than Y, inch. Frame not sitting flush on top slab, i.e., Frame is sitting flush on top slab. separation of more than % inch of the frame from the top slab. Cracks in walls or Cracks wider than'/2 inch and longer than 3 feet, Catch basin is sealed and bottom any evidence of soil particles entering catch structurally sound. basin through cracks, or maintenance person judges that catch basin is unsound. Cracks wider than '/2 inch and longer than 1 foot No cracks more than inch wide at at the joint of any inlet/outlet pipe or any evidence the joint of inlet/outlet pipe. of soil particles entering catch basin through cracks. Settlement/ Catch basin has settled more than 1 inch or has Basin replaced or repaired to design misalignment rotated more than 2 inches out of alignment. standards. Damaged pipe joints Cracks wider than %:-inch at the joint of the No cracks more than'/4-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of inlet/outlet pipes. the catch basin at the joint of the inlet/outlet pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs. implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-floatables). Damaged Cracks wider than 1/2-inch at the joint of the No cracks more than %-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-9 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. ❑- CATC❑ ❑ASINS AND MAN❑OLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Metal Grates Unsafe grate opening Grate with opening wider than 7/8 inch. Grate opening meets design (Catch Basins) standards. Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design An❑open structure re❑uires ur❑ent standards. maintenance. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in place. Cover/lid protects opening to An❑open structure re❑uires ur❑ent structure. maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self -looking cover/lid does not work. Cover/lid difficult to One maintenance person cannot remove Cover/lid can be removed and Remove cover/lid after applying 80 lbs. of lift. reinstalled by one maintenance person. 1/9/2009 2009 Surface Water Design Manual — Appendix A A-10 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. ❑- CONVE❑ANCE PIPES AND DITC❑ES Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Pipes Sediment & debris Accumulated sediment or debris that exceeds Water flows freely through pipes. accumulation 20% of the diameter of the pipe. Vegetation/roots Vegetation/roots that reduce free movement of Water flows freely through pipes. water through pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective Protective coating is damaged; rust or corrosion Pipe repaired or replaced. coating or corrosion is weakening the structural integrity of any part of pipe. Damaged Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20% of the Ditch cleaned/flushed of all sediment accumulation design depth. and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water Water flows freely through ditches. through ditches. Erosion damage to Any erosion observed on a ditch slope. Slopes are not eroding. slopes Rock lining out of One layer or less of rock exists above native soil Replace rocks to design standards. place or missing (If area 5 square feet or more, any exposed native Applicable) soil. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-11 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.8 - ENERGY DISSIPATERS Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed. Site Trash and debris Trash and/or debris accumulation. Dissipater clear of trash and/or debris. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Rock Pad Missing or moved Only one layer of rock exists above native soil in Rock pad prevents erosion. Rock area five square feet or larger or any exposure of native soil. Dispersion Trench Pipe plugged with Accumulated sediment that exceeds 20% of the Pipe cleaned/flushed so that it sediment design depth. matches design. Not discharging water Visual evidence of water discharging at Water discharges from feature by properly concentrated points along trench (normal sheet flow. condition is a "sheet flow" of water along trench). Perforations plugged. Over 1/4 of perforations in pipe are plugged with Perforations freely discharge flow. debris or sediment. Water flows out top of Water flows out of distributor catch basin during No flow discharges from distributor "distributor' catch any storm less than the design storm. catch basin. basin. Receiving area over- Water in receiving area is causing or has No danger of landslides. saturated potential of causing landslide problems. Gabions Damaged mesh Mesh of gabion broken, twisted or deformed so Mesh is intact, no rock missing. structure is weakened or rock may fall out. Corrosion Gabion mesh shows corrosion through more than All gabion mesh capable of % of its gage. containing rock and retaining designed form. Collapsed or Gabion basket shape deformed due to any All gabion baskets intact, structure deformed baskets cause. stands as designed. Missing rock Any rock missing that could cause gabion to No rock missing. loose structural integrity. Manhole/Chamber Worn or damaged Structure dissipating flow deteriorates to % or Structure is in no danger of failing. post, baffles or side of original size or any concentrated worn spot chamber exceeding one square foot which would make structure unsound. Damage to wall, frame, bottom, and/or top slab Cracks wider than Mr -inch or any evidence of soil entering the structure through cracks, or maintenance inspection personnel determines that the structure is not structurally sound. Manhole/chamber is sealed and structurally sound. Damaged pipe joints Cracks wider than at the joint of the inlet/outlet pipes or any evidence of soil entering the structure at the joint of the inlet/outlet pipes. No soil or water enters and no water discharges at the joint of inlet/outlet pipes. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-13 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.20 - SAND FILTER VAULT Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Site Trash and debris Trash and debris accumulated on facility site. Trash and debris removed from facility site. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in Grass or groundcover mowed to a height. height no greater than 6 inches. Pre -Treatment Sediment Sediment accumulation exceeds the depth of the Sediment storage contains no Chamber accumulation sediment zone plus 6 inches. sediment. Sand Filter Media Sediment Sediment depth exceeds'/,inch on sand filter Sand filter freely drains at normal accumulation media. rate. Trash and debris Trash and debris accumulated in vault (floatables No trash or debris in vault. and non-floatables). Plugging Drawdown of water through the sand filter media, Sand filter media drawdown rate is takes longer than 24 hours, and/or flow through normal. the overflow pipes occurs frequently. A sieve analysis of >4% -100 or >2% -200 requires replacing sand filter media. Short circuiting Seepage or flow occurs along the vault walls and Sand filter media section re-laid and comers. Sand eroding near inflow area. compacted along perimeter of vault Cleanout wyes are not watertight. to form a semi -seal. Erosion protection added to dissipate force of incoming flow and curtail erosion. Vault Structure Damaged to walls, Cracks wider than Y,inch, any evidence of soil Vault replaced or repaired to provide frame, bottom and/or entering the structure through cracks or qualified complete sealing of the structure. top slab. inspection personnel determines that the vault is not structurally sound. Ventilation Ventilation area blocked or plugged. No reduction of ventilation area exists. Underdrains and Sediment/debris Underdrains or clean -outs partially plugged, filled Underdrains and clean -outs free of Cleanouts with sediment and/or debris or not watertight. sediment and debris and sealed. Inlet/Outlet Pipe Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-floatables). Damaged Cracks wider than at the joint of the No cracks more than'/, -inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. 1/9/2009 2009 Surface Water Design Manual — Appendix A A-28 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.20 - SAND FILTER VAULT Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Manhole access covered. Any open manhole requires immediate maintenance. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts Mechanism opens with proper tools. cannot be seated. Self-locking cover/lid does not work. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 Ibs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat and covers access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or plate. 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E= a a / k R R R k k R k / Lu m w W % k E C%J \ cr k 2 � ® k\ k A§ m ) 2 z/ w k k/ b@ d J o t f o ƒ k 2 _ ¥ § ~ 7 a_ _ LU @ < < $ / / _ 7 & £ a &W�� : �m �w m $ \o § % k f k k � © q o u ■ # zm k / 0 -i M z < m � o � a ® >8 tu k 0 u k 71, 2 A � \ k December 14, 2013 13-138 Extreme Clean.TIR-RI Page21 Appendix "E" TlR Worksheets KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner S�iav� y�i-�lit Phone W51 Address � 1 2J4 AX Project Engineer r J-ft% toad i Companyv -G,, ; I Phone 2,2-0 0ir/3 Part3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subcjktison / Short Subd. / UPD ]� Buildi es M/F / mmerical SFR ❑ Cie - g and Grading ❑ Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name , DDES Permit # Location Township QJ Range y Section Site Address Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline ❑ COE 404 Management. -'Uf ❑ DOE Dam Safety Structural ��� ❑ Rockery/Vault/ FEMA Floodplain ❑ ESA Section � ❑ COE Wetlands ❑ Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report Site Improvement P n (Engr. Plans) / Targeted / Type of Drainage Review ?arge Type (circle one): Fui / Modified / (circle): Site malll Site Date (include revision Date (include revision! SI�y dates): dates): Date of Final: Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) .:/1A Date of 2009 Surface Water Design Manual 1/9/2009 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Start Date: Completion Date: _ Yes Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan: Special District Overlays: Drainage Basin: Stormwater Requireme t Describe: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Lake Wetlands ❑ Closed Depression ❑ Floodplain ❑ Other Part 10 SOILS rI ❑ Steep Slope ❑ Erosion Hazard ❑ Landslide Hazard ❑ Coal Mine Hazard ❑ Seismic Hazard ❑ Habitat Protection Soil Type Slopes Erosion Potential ❑ High Groundwater Table (within 5 feet) ❑ Other _ I ❑ Additional Sheets Attached ❑ Sole Source Aquifer ❑ Seeps/Springs 2009 Surface Water Design Manual 2 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part1l DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — ❑fFsite Analysis ❑ Sensitive/Criiical Areas ® SEPA ❑ Other ❑ Additional Sheets Attached LIMITATION / SITE CONSTRAINT .� _J✓•Aw' Part 12 TIR SUMMARY SHEET provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: I / name or description)s7 Core Requirements (all 6 apply) Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: / 2 / 3 dated: Flow Control Level: 1 ! / 3 or Exemption Number Incl. facility summary sheet Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: rivate Public If Private, Maintenance Lo Required: e ! No Financial Guarantees and Provided: Yes ! o Liability Water Quality Type: Basic / Sens. Lake / nhanced Basic Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Re uirements as a licable Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. kNon Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption Non 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: 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 / Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ❑ Clearing Limits AFTER CONSTRUCTION 2f; tabilize Exposed Surfaces ❑ Cover Measures �f emove and Restore Temporary ESC Facilities Perimeter Protection rJ Clean and Remove All Silt and Debris, Enure El"Traffic Area Stabilization Operation of Permanent Facilities ❑ Sediment Retention ❑ Flag Limits of SAO and open space Surface Water Collection preservation areas ❑Other ❑lDDe�ewatering Control at"ust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facility Su mary and Sketch Flow Control Type/Description Water Quality Type/Description VI/oetention �~ �dX s ❑ Biofiltration ❑ Infiltration ❑ Wetpool ❑ Regional Facility Media Filtration far Ste[ i �y ❑ Shared Facility ❑ Oil Control ❑ Flow Control ❑ Spill Control BMPs ❑ Other ❑ Flow Control BMPs ❑ Other 2009 Surface Water Design Manual 4 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTSITRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Cast in Place Vault ❑ Covenant V Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery > 4' High ❑ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other I Part 17 SIGNATURE OF PROFESSIONAL ENGINEER 1 I, or a civil engineer under my super incorporated into this w==Iand knowledge the Informaed, is visited the site. Actual site conditions as observed were d Technical Information Report. To the best of my 2009 Surface Water Design Manual 1/9/2009 CITY OF Federal Way DATE: February 4, 2014 TO: Becky Chapin FROM: Sarady Long r!9__ SUBJECT: EXTREME CLEAN CAR WASH - (13-105656-00-UP) 803 S 348TH ST MEMORANDUM Public Works Department Public Works staff has reviewed the information submitted on December 20, 2013. Please have the applicant resubmit, addressing the following comments: 1. Design and install channelization island (Pork Chop Island) at the driveway to limit access to right -in and right -out. Alternatively, the applicant may install c-curb on S 348th Street approximately 270 linear feet extending from the eastbound stop bar at 9th Ave S and S 348th St intersection west covering the driveway. 2. Provide adequate storage pocket (throat length) at the driveway. Staff recommends approx. 40 feet from the back of the sidewalk. 3. The site should be designed to accommodate the expected queues. Based on field observation, it appears that the proposed 10 cars queuing layout as recommended by the manufacturer is sufficient for this site. Staff recommends striping the storage pocket to accommodate about 8 cars from the pay station. 4. Based on the submitted materials, the estimate traffic impact fee is $47,167.99. The total impact fee includes $3,112 credit for the existing use. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a building permit application is filed and must be paid prior to permit issuance. ,d;kCITY OF _--�- Estimate of Development Traffic Impact Fees Federal Way Scroll down and complete the steps outlined below: Please fill in the required information in the yellow highlighted boxes. STEP #1: General Information Entei Imormauon Project Name Extreme Clean Car Wash File Number 13-105656-00-UP Street Address 803 S 348th St. City, State Zip Federal Way, WA Parcel Number (s) 2021049087 Traffic Impact Fee Estimated By SL Is this project locate within the City Center Zone? If "YES", please use City Center Impact Fee sheet. STEP #2: Land Use Type Select the proposed Land Use Type(s) from the drop down memu below. Enter the proposed number of units for the Project Proposed Land Use Type (s) 1) Automatic Car Wash— 2) "'NONE"" 3) "'NONE"" 4) ""NONE" Unit of Number of Impact Fee Rate per Preliminary Impact Measure Unit(s) Unit of Measure Fee Amount sf/GFA 2067 $ 23.66 $ 48,906.11 N/A $ - $ - N/A $ $ - N/A $ $ - $ 48,906.11 STEP #3 - Credit/Change in Use (If Applicable) This step applies to development proposal to change existing building or dwelling use. Provide any impact fee previouly paid for the land use category of the prior use IMPACT FEE AMOUNT PAID FOR (Do not include administration fees). PRIOR USE For a change in use of an existing building, the impact fee will be assessed based on the difference between the new uses and the prior use. If no impact fee was required for the prior use, the impact fee for the new use shall be reduced by the amount equal to the current impact fee rate in affect for the prior use. Fill out the lines below of the prior use. Unit of Number of Impact Fee Rate per Preliminary Impact Proposed Land Use Type (s) Measure Unit(s) Unit of Measure Fee Amount 1) 1. Single Family (Detached) dwelling $ 3,111.94 $ 3,111.94 2) "NONE"* N/A $ - $ 3) **NONE** N/A $ $ - $ 3,111,94 STEP #4: Total Impact Fee Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. Traffic Impact Fee (Before adjustment) $ 48,906.11 Credit/Adjustment including Change of Use $ 3,111.94 Administrative Fee (3%) $ 1,373.83 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 47,167.99 Timin_q of Traffic Impact Fee (TIF) Payment For residential land divisions, fees shall be calculated and paid at the time of plat recording. For un-platted single- family residential lots, commercial and multi -family developments, fees shall be calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. For residential land divisions and un-platted single-family residential lots, the transportation impact fee may be deferred, but shall be paid no later than the closing of sale of each individual house. Covenants prepared by the city to enforce payment of the deferred fees shall be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions and prior to building permit issuance for un-platted single-family residential lots. The fee shall be calculated based on the impact fee schedule in effect on the date of payment of the impact fee. HEATH & ASSOCIATES INC Transportation and Civil Engineerin RECEIVED EXTREME CLEAN CAR WASH TRIP GENERATION ANALYSIS DEC 2 4 2013 Prepared for: CITY OF FEDERAL WAY FEDERAL WAY, WA CDS a wo SIQNA Steve Davis 6124 Panorama Drive NE Tacoma, WA 98422 November 2013 2214 Tacoma Road Puyallup WA 98371 (253) 7701401 Fax (253) 770 1473 heathtraffic.com EXTREME CLEAN CAR WASH TRIP GENERATION ANALYSIS I. INTRODUCTION The proposed project is an automated car wash with one tunnel and a total building size of approximately 2067 square feet. Vacuum stalls are also provided. The site is on parcel # 2021049087, located at 803 S 348th Street in the City of Federal Way. The site would be subject to a concurrency analysis and transportation impact fees for the City of Federal Way, however there is insufficient published data on trip generation for this type of use. To determine the expected trip generation rates of the proposed project, a trip generation study was performed using 3 sites with similar uses. The goal was to analyze similar types of uses in the Puget Sound area. The 3 chosen sites are described as follows under the Study Sites section. II. STUDY SITES Brown Bear Car Wash, 5950 6th Avenue, Tacoma. This site is located just west of Pearl Street and SR-16. 6th Avenue has a 5-lane cross-section across the site frontage, with a split (inbound/outbound) access to the site. The building area is listed at 1334 square feet. One wash tunnel is provided, along with vacuum stalls. 2. Brown Bear Car Wash, 814 Auburn Way S, Auburn. This site is located at the intersection with D Street SE, where Auburn Way has 2 lanes per direction plus left turn lanes. The site has access points on D Street SE and Auburn Way, as well as a backdoor access on 8th Street SE. The building area is listed at 1540 square feet. One wash tunnel is provided, along with vacuum stalls. Brown Bear Car Wash, 22706 Marine View Drive W, Des Moines. This site is located at the intersections with 8th Avenue S as well as with S 227th Street. Marine View Drive (SR-509) has a 3-lane cross-section in the vicinity, with multiple project access points. Project access is also available via 8th Avenue S and S 227th Street. The building area is listed at 1560 square feet. One wash tunnel is provided, along with vacuum stalls. III. METHODOLOGY The studies were conducted during the PM peak hour between 4 and 6 PM for inbound and outbound project traffic. Counts were taken midweek in November of 2013. The sites are stand alone in that all entrances are for the benefit of the site's traffic only with no commingling with other projects. Car washes are expected to have high variability in trips depending on weather conditions. Self -serve car washes would likely have significantly higher trip volumes during warm weather, while trips to automated car washes such as the proposed Extreme Clean Car Wash are expected to be much more resistant to variations from outdoor temperatures. In either case, somewhat higher trip volumes could be expected on the first day of dry weather after a string of days with wet weather. Rainy days could be expected to have minor volumes. With this in mind, an attempt was made to target peak hour counts on days with a variety of weather conditions. The intent is to provide rate study that represent a fair estimate of peak hour volumes on an average day, without overly stacking the extreme highs and lows possible on good or bad weather days. IV. TRIP GENERATION A. Trip Generation Table 1 gives the calculated inbound and outbound trip generation rates for the PM peak hour. For this land use, the number of automated wash tunnels was chosen as the variable. Since each site has 1 wash tunnel, in effect the average rate per site is the same as the rate per tunnel. Trip count pages are attached at the end of this letter. It should be noted that the Tacoma count was on a Tuesday that gradually turned to wet weather, while the Auburn count was on the subsequent Wednesday with sunny weather. The Des Moines count was also on a day with sunny weather. As they represent volumes during different kinds of weather (1 "bad" day and 2 "good" days), they can be considered representative of a higher than average volume. TABLE 1 PM Peak Hour Trip Generation Rates (Per Tunnel) Location 6th Ave, Tacoma Auburn Way, Auburn Marine View Dr, Des Moines Average V. CONCLUSIONS Inbound Outbound Total 4 6 10 29 25 54 21 24 45 18 18 36 The Extreme Clean Car Wash is expected to have similar trip rates to Brown Bear Car Wash locations in the Puget Sound region. Using a mix of counts in high volume and low volume weather conditions, an average trip rate of 18 inbound, 18 outbound trips may be expected during the PM peak hour. King County A!►rays at your servke U) X N c -mi o i Z T D m Z L7 Z n G) _ cl) m Z in < m v Z z „� Vsm O 80 q� D .= D a r r X� gm < < o c O O � D m m D m D z D m rmo a� * m- r a"� Ram Rq Z o er 3pv oe C/) z Z D v a 0o m T m m m a m m a a g C ..q it€ - F r 1 r � z AC 1 s`� m m O g a g$ �� z gym c =g= smg� m r E n r m §� D& v0 m u >oQ m$„ m m O z s s8m m a p mggqgqd �d Z O O D 8 F 70 n N m n qtl� dg c��3 R a 8 d D m (n O of� gn $ > m A m A �' zR F o - > 3) W A p =s"R s s Z D NCO STEVE'S CAR WASH Scawffia. & C x VARIANCE PROPOSAL SITE PLAN Jw� AssomTPS, PLLc j SITE PLAN ff& ENOMEFR1114 PRWECT MIUSEONT y " mEL �. m TM CCN811LTM0 e„: (zuJ zzc-rws war, w.saxciai Dsdr.ef/Qon�osl.nel ienl MR. STEVE DAVIS �E a 0 E O z nm N = m c'm C -n v, r11 q n cii aT � r� am a ca _m , z\ C n T CAcm a z� z �o m ca O i- z N -0 Vi 0 m En I FE 3 iY _x .� II l mal'i I. lk I I' Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458b Site Code : 00003458 Start Date : 11 /19/2013 Page No :1 Groups Printed- Unshifted BROWN BEAR 6TH AVE IN BROWN BEAR 6TH AVE OUT Sou_ thbound Northbound Start Time Right I Thru I_aft Right I Thru I Left Int. Total Factor 1.01 1.0 1.0 1.01 1.01 1.0 04:00 PM 0 3 0 0 1 0 4 04:15 PM 0 1 0 0 2 0 3 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 1 0 1 Total 0 4 0 0 4 0 8 05:00 PM 0 3 0 0 1 0 4 05:15PM 0 1 0 0 4 0 5 05:30 PM 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 Total 0 4 0 0 5 0 9 Grand Total 0 8 0 0 9 0 17 Apprch % 0.0 100.0 0.0 0.0 100.0 0.0 Total % 0.0 47.1 0.0 0.0 52.9 0.0 BROW N BEAR 61 h AVE IN Out li; Total 9 8 1 17 I B Tiuu 1 North 1ill 912013 C00:0D PM 11/19/2013 5.45:00 PM UnshMed I Th[u 9 17 OLA It Total f 6 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458b BROWN BEAR 6TH AVE IN Southbound Start Time Right Thru Le€I Axlp_Total Peak Hour From mm PM to 05:45 PM - Peak 1 of 1 Intersection 04:30 PM Site Code : 00003458 Start Date : 11 /19/2013 Page No : 2 BROWN BEAR 6TH AVE OUT Northbound Right Thru Left— Toted Inc. focal Volume 0 4 0 4 0 6 0 6 10 Percent 0.0 100.0 0.0 0.0 100.0 0.0 05:15 Volume 0 1 0 1 0 4 0 4 5 Peak Factor 0.500 High Int. 05:00 PM 05:15 PM Volume 0 3 0 3 0 4 0 4 Peak Factor 0.333 0.375 BHVwN bEAH 61 M AVE iN 4 M North 111191M3 4:30:00 PM 1 illW2013 5:15:00 PM Unshk#ed TMJ hru 6 4 6_ . 10 OLd In6TH TotalAVE QUI BHOWN BEAR 7 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458c Groups Printed- Unshifted BROWN BEAR AUBURN Southbound Start Time Right Thru Left Factor 1.0 1.0 1.0 04:00 PM 0 9 0 04:15PM 0 8 0 04:30 PM 0 6 0 04:45 PM 0 6 0 Total 0 29 0 05:00 PM 0 2 0 05:15 PM 0 3 0 05:30 PM 0 4 0 05:45 PM 0 2 0 Total 0 11 0 Grand Total 0 40 0 Apprch % 0.0 100.0 0.0 Total % 0.0 54.1 0.0 Site Code : 00003458 Start Date : 11 /20/2013 Page No : 1 BROWN BEAR AUBURN Northbound Right _ Thru Left int. Total 1.0 1.0 1.0 0 _ _ 10 0 19 0 6 0 14 0 4 0 10 0 5 0 11 0 25 0 54 0 2 0 4 0 0 0 3 0 4 0 8 0 3 0 5 0 9 0 20 0 34 0 74 0.0 100.0 0.0 0.0 45.9 0.0 Out In Total L 34 40 74I [ 4Q] Thru 1 i North 11I2WMI34:00A0 PM 11/20/2013 5 45 00 PM Unshined I I T 34 i 40 L-4.1 L_ 74 Out in Total 8 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 BROWN BEAR AUBURN Southbound Start Time Right Thru Left i40. Total R'sgtlt Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:00 PM Volume 0 29 0 29 0 Percent 0.0 100.0 0.0 0.0 04:00 Volume 0 9 0 9 0 Peak Factor High Int. 04:00 PM 04:00 PM Volume 0 9 0 9 0 Peak Factor 0.806 BHL)WN BEAR AUBUHIV Out In Total (2-5 [_ 291 F Thru North 11i20I2013 4DO:00 PM 11120=134AS.00 PM UnsFliFled Thru 25 29 [- 25 L- 574 Out In Total BROWN REAR A11R1 JE3N File Name : 3458c Site Code : 00003458 Start Date : 11 /20/2013 Page No : 2 BROWN BEAR AUBURN Northbound Thru Left App. Total Int. Total 1 25 0 25 54 100.0 0.0 10 0 10 19 0.711 10 0 10 0.625 9 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458a Groups Printed- Unshifted BROWN BEAR DM Southbound Start Time Rioht Thru Left Factor 1.0 1.0 1.0 04:00 PM 0 7 0 04:15 PM 0 4 0 04:30 PM 0 8 0 04:45 PM 0 2 0 Total 0 21 0 05:00 PM 0 4 0 05:15 PM 0 3 0 05:30 PM 0 6 0 05:45 PM 0 2 0 Total 0 15 0 Grand Total 0 36 0 Apprch % 0.0 100.0 0.0 Total % 0.0 48.0 0.0 BROWN BEAR OM Out In Total 36 36 77721 [ 36 Thru 1 North I'll, M13 4:0"0 PM 111110)13 5:45 0Il PM Ur Mlhed T Thru _i �36 1 72 Out In Total BROWN BEAR DM Site Code : 00003458 Start Date : 11 /11 /2013 Page No : 1 BROWN BEAR DM Northbound Thru Left Int. Total _Right ^1.01 1.0 1.0 0 6 0 13 0 5 0 9 0 8 0 16 0 5 0 0 24 0 45 0 4 0 8 3 2 0 8 0 3 0 9 0 3 0 5 3 12 0 30 3 36 0 75 7.7 92.3 0.0 4.0 48.0 0.0 10 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 BROWN BEAR DM Southbound Stari nme Right Thru Leh App. Total Right Peak Hour From 04:00 PM to 05:45 PM Peak 1 of 1 Intersection 04:00 PM Volume 0 21 0 21 0 Percent 0.0 100.0 0.0 0.0 04:30 Volume 0 8 0 8 0 Peak Factor High Int. 04:30 PM 04:30 PM Volume 0 8 0 8 0 Peak Factor 0.656 BROWN BEAR DM Out In TOW 24 _ 1 45 21 Thru 1 I North f1111wn4O bioPM 11/1112013 4A5,00 PM U...ftishirted i Thru _24 21 F 24 Out In Total File Name : 3458a Site Code : 00003458 Start Date : 11 /11 /2013 Page No : 2 BROWN BEAR DM Northbound Thru Left App. Total Int. Total 24 0 24 45 100.0 0.0 8 0 8 16 0.703 8 0 8 0.750 11 i Building Characteristics for 0220026001 Property Details Parcel Number: 0220026001 Site Address: 5950 6TH AV Account Type: Real Property Category: Land and Improvements Use Code: 6412-CAR WASH Building ID: 2 General Characteristics Property Type: Commercial Condition: Average Quality: Average Neighborhood: 403/730 Occupancy: Auto Related Built -As t; ni nc Fi,,l f'v,_.1i15 11/20/2013 10:29 AM LM Taxpayer Details Taxpayer Name: CAR WASH ENTERPRISES INC Mailing Address: CAR WASH ENTERPRISES INC PO BOX 70527 SEATTLE WA 98127-0527 1 building(s) on this parcel SF: 1,334 Fin. Attic SF: 0 Net SF: 1,334 Total Bsmnt. SF: 0 Atch. Garage SF: 0 Fin. Bsmnt. SF: 0 Det. Garage SF: 0 6smnt. Gar. Door: 0 Carport SF: 0 Fireplaces: 0 Bed- Bath- Sprinkler Description Year Built Adj. Year Built SF Stories rooms rooms Exterior Class Roof HVAC Units SF Car Wash - Self Service 1971 1990 1,334 1 n/a n/a n/a Masonry n/a None 1 0 Improvement Details Detail Type Detail Description Units Add On Asphalt (AV) 20,700 Add On Bulkhead 730 Warning, Appraisal data provided is for informational purposes only and is incomplete for determination of value I acknowledge and agree to the prohibitions listed in RCW 42.56.070(9) against releasing and/or using lists of individuals for commercial purposes. Neither Pierce County nor the Assessor -Treasurer warrants the accuracy, reliability or timeliness of any information in this system, and shall not be held liable for losses caused by using this information. Portions of this information may not be current or accurate. Any person or entity who relies on any information obtained from this system does so at their own risk. All critical information should be independently verified. Pierce County Assessor -Treasurer Mike Lonergan 2401 South 35th St Room 142 Tacoma, Washington 98409 (253)798-6111 or Fax (253)798-3142 w ww.nierceco untvwa.nra/aq Copyright © 2013 Pierce County Washington. All rights reserved. WEBSYIE INFORMATION Pi ivac F`olicy Cop, "iQhL No',,11= 13 I W 1' n &I HESt SE cn _ wcr , _ SE- v. 17. � — � s i! s FN, 1 0 . . - II ,wi! r •!T" 1 i r3S IS20 f% , �. r 1 Oth PI, .,- 3SIS v -- - .�..� w s�ro, rrn n.tan PARCEL Parcel Number 915010-0010 Name CAR WASH ENTERPRISES INC Site Address 814 AUBURN WAY S 98002 Legal WALNUT LAWN ADD TO AUBURN LOTS 1-2-3 & 23-24 LESS ST HWY BUILDING 1 Year Built 194 Building NM SglttueFtlatage ! 1540 F, ConsLruclion CWm PREFAB STEEL Building Oua4ty GOOD LOT Size 18700 present Use Car Wash vmwi N WBterfront .TOTAL LEVY RATE DISI Tax Year: 2013 Levy School 6 621°O C;�y.2 1M00 Pon o2322A 45.59% Voter Approved Click hero to sac Ivvv dis lribulion camogrl on by vvar. TAX ROLL HISTORY Valued Tax Appraised Land Appraised Imps Appraised Year Year Value (S) Value ($) Total ($) 2013 ,2014 130,900 176,900 207,600 2012 2013 130,900 78,600 182,000 209,500 2011 2012 130,900 212,900 2010 2011 130.900 542,000 672.900 2009 2010 130,900 491,600 622,500 2008 2009 130,900 334,300 465.200 2007 2008 130,900 334,900 465.800 2006 2007 130,900 331,100 462,000 2005 2006 130,900 230,300 361,200 2004 2005 130,900 228,000 359.960 2003 2004 130,900 228.600 359,50 2002 2003 121,500 228.000 349.500 2001 2002 140.200 155.400 295.600 2000 2001 140,200 154,700 294,900 1999 2000 121,600 154,100 275,700 1998 1999 121.600 1108,600 230,M 1997 1998 0 0 0 1996 1997 0 0 0 . 1994 1995 0 0 0 1992 1993 0 0 0 �1990 1991 0 0 0 1989 1990 0 0 0 Taxable Land `Taxable Imps Taxable 'Value ($) !Value ($) Total (51 130,900 76,900 207,800 130,900 78,600 209.500 130,900 82AOD 212,900 130,900 642.000 672.900 130,900 491,E00 622,500 130,900 334,300 465.200 130,900 334,901) 465,800 130,900 j331,100 6,00 130,900 230,300 3 61,200 130.900 228,000 358,900 130,900 228,600 359.601) 121,500 228.000 349.500 146,200 155,400 295.600 140,200 154,700 294.900 121,600 154,100 275,700 121,600 108,600 230,21$} 121,600 108,600 230„200 121.600 108,600 230,200 121,600 112,400 23d.000 102,800 142.400 245,700 93,500 64.600 158.000 96,000 67,100 1 65. 100 Reference Links: • King County Taxing Districts Codes and Levies ( PDF) • King County Tax Links • Prcenrtv TnX Advift • �st3L4 Department of Revenue (External link) • Wa$Nmlon Slate Board otlax Appeals (External link) • Board of &W9a0E44I,, 9,a • Oistricrs Rvpnn • iMao • Recorder's (Jffce scannad imam of surveys and other map documents scannrrd lmlxwanl plats Notice mailing date: 06113/2013 15 e« --f--ll 1',• tr Tn SW I 5Lp7bh Pma-I) I Gk wj dT4- m WpW I 1._p ,1, Ikr•u PARCEL Parcel 200660-1200 Number Name CAR WASH ENTERPRISES INC Site 22706 MARINE VIEW DR S 98198 Address Legal CITY OF DES MOINES LOTS 1 THRU 5 BILK 77; TGW PORTION GOVT LOT 2 IN NW QTR STIR 17- 22-04 DAR BEGIN AT INTERSECTION OF N LINE GOVT LOT 2 WITH W LINE 8TH AVE S TH WEST ALONG SAID N LINE TO E MARGIN S KENT-DES MOINES RD TH SELY ALONG SAID E MARGIN TO W LINE 8TH AVE S TH NLY ALONG SAID E MARGIN TO POB EXC PORTION THEREOF CONVEYED TO CITY OF DES MOINES BY DEED UNDER RECORDING NO 9301261791 BUILDING 1 Building Net Square Footage 1860 Construction Class MASONRY Building Quality GOOD Lot Size 20189 [Pr.esent Use Car WAsh ws N terfront TOTAL LEVY RATE DISTRIBUTION %L Year: 2013 Levy Code: 110: _ciiool 5?1 Gr,5 ciy, i,ea+uo. Port 0 M2-' Total Lev 42.67 % Voter Approved - Click hero to soe Igyv diseelbulloOS,q�RdrjygOY. y1 r TAX ROLL HISTORY Valued Tax Appraised Land Appraised Imps Appralsad Year Year Value ($) I Value ($) Total ($) 2013 2014 464-31)0 68,400 532.700 2012 2013 444,100 107.900 .552,000 2011 2012 444.100 1111,600 555. 700 2010 2011 444.100 404,800 846,900 2009 2010 444.100 412.200 8%300 2008 2009 444,100 409,100 853.200 2007 2008 423,900 406.900 830,80D 2006 2007 302,800 f 398,600 701,400 2005 2006 302.600 397,300 700.100 2004 2005 242,200 394,300 636,500 2003 2004 242,200 393,900 636,100 2002 2003 242,200 405,300 647,500 - L 2002 242,200 407,200 649,400 2001 242,200 405,600 647,8002000 201,900 394,000 595.900 1999 201,900 403,500 605,400 `1998 r0 _ 0 0 TaKabla Land Value (5) 464.300 1444,100 1444,100 444.100 444,i00 444,100 42$ S00 302.600 302.801) 242.200 242,200 242,200 242,200 242.200 201 400 201.900 201,900 , 3mo " 0-- 200 , ooln o 07 a 7i! tin, � es - - ,I t.iosi ro 3_' Taxable Imps Valuo (5) 88.400 107,9D0 111,600 404.814 -112,20D 409,100 406,900 3"8 600 397,300 394.30G 3D3,900 405.300 407.200 405.600 394,000 403,500 403,5W Taxable Total ($) 532,700 552,000 555,700 646.900 856,300 1353,200 1330,600 701,400 700,100 1536,500 1536,100 1347,500 1349,400 1347.800 1595,900 1505,400 1505,400 Reference Links: • King County Taxing Districts Codes and Levies ( PDF) • King Counly Tax Links . 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(253) 225-4508 0, w (R 00 >>> cn co cl) 6124 PANORAMA DRIVE NE, TACOMA, WA 98422 (253) 606-5586 FEDERAL WAY, WASHINGTON bschweikl@SAciwY.net 98003 go No. Revision: 5 Int, I Date: 0 D m 0 V) 17- bD m in — LT] s 0 -40 F -4 —qM m(nm (D mmo (f) m m 4 --4 M r- M N C- "p- 0 7Z X > to --4 --4. N-0 )D- C- CD 70 r- m ;a m m Z> M r- AD m > Luj cz ;;a 0 0 m C, V) Z: x m m >. m (n m K ;;a > mejmo m L4 U) > m LncoC) -0 r- -0 > m 0 x Z > >:z m to, 14% 1-c —1-0- — N 88039'36" W . oco 0 m % m A; -V -00 oy 6) 17— r— N 88*39'36"W 2620.86' m --I I- =: o SOUTLI 8TLI m ui --,, < Cn 1 34 In STREET -1711 0 =:f m 0 ;u Z: -7-7-7-7 0 �N 0 >- 0�0<0 C) 6" MIN. '7 ju rv� V 'q V " V `� — ''V V- V '7 V V., 7. 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DEVELOPMENT ENGINEERING LC 821 DOCK STREET, SUITE 207 PHONE: (253) 228-0513 TACOMA, WA 98402 .DE-CI\4L.COM CIVIL — GECTECHNICAL on s �1 1W CF% S i A M Z M M > < > Z j IF 0 C/) M c/) _J R 92=K M fQ Elevation Q 1� to rn W LM] C) OD 0) M r -o- -9 M a > > M 0 M c W Fd c: co:> m M Z=p M M X M 0 M r- n Q -0 p rr, rr� C) M;V M a ---i 0 M -0(j) a) m rn . 0 > ■ M 0) 0 -n 0 (n z "*:d u) > > M MM> V (n n > M M r > r W > M 0 0 > 0 5 • M M 0M -4 M M> 0 0 u)- C) C7 0 CO ;a C7 -4 ou) 0:0 K O:r 2mo 0 z ;u co 0 3: -0 > 0 M;0 0 M M = M > 0 M njmm En — 0 > r- CC) > >VO M >s 0 > U) C') > 0 u);0 ;0 0 M ;a •ME X M �5 r- M CD L4 M >•> 0 = 0 = <• 0 -nmom 00 c*) •Q M M M --4 ;u K M M 0 --4 M M —ca En F; M -n > C-) •U) ;a M V M x r r- 0 Z'n M 0 0 r> :07 88 ca cn > 'M > 00• > CD M;u -ri 1) >OL M Q C ;u F1 M 0 M -0 • ;a rn k: z > -0 X M ---1 M 0 ;•K M M •a 1=7 M M ® C, C-> M — > M :-4• X M a M 0 • 0 M �on 0 l z r- C• 0 Z L�r) -L-,4) =r- n M r > > r- M -4 -0 0 -0 ---q• —0 ai;u --i Z: M X M -n r • r a) M r- ;0 (n C-) 05 M ;0 M c/) ;0 M M ;0 b :z 0 -TI ;0 CO M z C7 > z 0 00 0 = > * =: > (/) co M 2•* 26n > 0 M U M 0 M 80 z -0 --q ;V M•M rn M U) > a) Z rn x 0-0 ---I r- > a :z — Z U) M ;0- M -0 -0 -0 M OD --j 0 01 > = _0 -�e -0 M M 1SL M M u M" c') > z • I z z C) M M < C C-) > r71 M � 9 p > p --4 71 APPROVALS: Job No.: 13-138 Prof. Manager: --PG-C---, Drawn: — TVs Reviewed: WGc Dwg. 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Chk. —WGC Date: 6/9/14 Scale: NTS G TO 59c, m 0 > x > >mm I z m z oa T z z > M m Mi CROSSWALK iz Z > mz so X m x M E:0 m co z > z Li m C) 0 0 > 'n :10 00 00 mz m 'o > m m Z> m m > am 1 Ij m 'mz zmm > m > z z > 2/3 HT. OF TREE z > m z >< mCD m m 2 m 0 z m m 7, 1 8 1 2,- M:mimlM mim irnlm mac m ........... ... 821 DOCK STREET, SUITE 207 PHONE: (253) 228-0513 TACOMA, WA 98402 WWW.DE—CIMLCOM CIVIL — GEOTECHNICAL UE E-2 aj 01