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24118 84TH AVE W.PDF111111111111 7811 24118 84TH AVE W 117 C CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: www6edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering ry &Ins February 29, 2008 Mr. Shaun Leiser ^-rift " `1LE Z� I nEE I r SCO Enterprises LLC 17921 Linden Ave N Shoreline, WA 98160 Re: Pen -nit App 1"""4,0155 Site Addres ic � Sa Expiration D e Dear Mr. Leiser: GARY HAAKENISON MAYOR The purpose of thi's letter is.'to itif6m-i you that the above referenced permit applications have expired. According to Edmonds Community Development Code Chapter 19.00.005(A)(5), applications are only valid for a period of 180 days unless a written request for application extension is submitted to the Building Official. If an application extension is granted it may only be extended for an additional 180 days for a total period of one year. The subject application was granted an extension and no additional extensions may therefore be granted. If you wish to have your application materials and plans returned please immediately inform our offices. Without such notice the application materials and plans will be destroyed 10 days from the date of this letter. Be advised, if in the future you decided to pursue this project you shall be required to submit a new complete application and pay all new applicable fees. If you have any questions feel free to contact our office at 425-771 - 0220. Since I r� Mari e Harri o Senior Permit Coordinator 1-:/Te mp/DST's/M aster Letters/App Expired Incorporated August 11, 1890 0 Sister City - Hekinan, Japan C. 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 * FAX (425) 771-0221 Website: www.d.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering January 23, 2008 Mr. Shaun Leiser SCL Enterprises LLC Post Office Box 60219 Shoreline, Washington 98160 RE: Permit Application Extension BLD2007-0152, 0153, 0154, & 0155 Dear Mr. Leiser, GARY HAAKENSON MAYOR In response, to your !etter dated January 8, 2008 the referenced pen -nit applications are hereby extended to Februar . v '26,'2008,. This new expiiation date coincides with the LUPA appeal timeline of twenty-pne days from the date of Council decision.. If the City Council approves your variance request at the February 5, 2008 Council meeting you must obtain the pen -nits by no later than February 26, 2008. If the Council denies the variance request you may choose to file a LUPA appeal with Snohomish County Superior Court within the previously stated timeframe. Please be advised there have been outstanding Engineering Division comments since December 18, 2007 that must be addressed that are not affected by the future Council hearing. There are also outstanding Planning issues from November 7, 2007 that are not part of the variance request. We strongly suggest that you submit complete responses to the outstanding comments that are separate from the future council hearing action so that once a final Council decision is made the permit can be approved for issuance. Contact your Permit Coordinator, Marie Harrison if you have any additional questions or if you need additional copies of the outstanding comments, 425-771-0220 ext. 1389. Sincerely, awlr� Jeannine L. Gra"f Building Official cc: Duane Bowman, Director Development Services Incorporated August 11, 1890 Sister Citv - Hekinan. Jai)an 0 SCL Enterprises LLC., Shaun Leiser PO BOX 60219 Shoreline, WA. 98160 January 8, 2008 City of Edmonds Development Services 1215' Ave. N. Edmonds, WA. 98020 RECEIVE P. JAN 14 2008 PERMIT COUNTER RE: Building Permit No. Located at 24110 84th Ave. W. Edmonds, WA. 01573 Dear Duane Bowman and Jeannie Graf, ------ 6- - 0 ( I am writing you both to request for a second extension on my permit expiration date. I requested for an extension on July 16, 2007 for 180 days. The extension is going to expire on February 8, 2008. The need for this second extension has arrived because of a variance process that I am in at this time. I applied for a variance on September 21, 2007 and was denied on December 18, 2007 and then applied for a hearing examiner reconsideration on the 27 th of December and was denied again on December 3 0 2007 as of January 80' 2008 1 have applied for an appeal through the city council in hopes of having the hearing examiners decision overturned. I feel very strong about this variance, I hade the variance approved last year and I missed the extension date so it expired. I applied for both the building permit extension and the variance expefi�ioniat the same time but I did not realize that the variance had a different expiraMn date so I had to reapply, sense then I have been moving threw the steps of applications and appeal process's. As you can tell from the dates my permit is not expired yet but I am foreseeing that it is going to be very close to the date of my city council 'r appeal decisi6fi. I was told A, Al . - by the city planner that my appeal will go before council on the very next iffeetmg.with that being February 5, 2008, as you can see I am going to run out of time. f have every intention of building and completing -this proposed project but I do not w6k to have to start the whole permit process over agam. I have already gone threw a couple of reviews and there is only a few issues to hammer out. I did not want to spend more time and money completing changes and corrections to the review comments if this variance does not go threw. I and the �city planners were quite'� surprised that this variance didn't go threw, especially sense it was already approved once already. If the variance went threw as we all thought it would I would have had plenty of time to complete the needed corrections and get the permit processed. I am asking for your help, mercy, grace, and or generosity with the circumstances that are in front of me and allow time -for my appeal to be heard and give me just enough time to complete corrections necessary to complete the permit process. I appreciate your time and consideration. Respectively, Shaun iser July 16, 2007 City of Edmonds 1215 th Ave. N. Edmonds, WA. 98020 RE: Building Permit Applications: 20070152 through 20070155 Site Address: 24118, 24116, 24114, 24112, 84h Ave. W. Edmonds To. Whom It May Concern: I am writing this letter to. ask the city to extend my application for an additional 180 days. If you have any questions or need additional information please call me at 206-229-6038 and ask for Shaun. Sincerely, Shaun Leiser �FXA'-Vd *----7 - I 4 5 /- 7// 9 /(.)7 jUL 17 1007 BUILDING DEFT GARY HAAKENSON CITY OF EDMONDS MAYOR 121 5TH AVENUE NORTH EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-ml Website: www.d.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning -, Building - Engineering July 10, 2007 Shaun Leiser 17921 Linden Avenue N Shoreline, WA 98133 --Re: �—Building-Permit-Applications:- 200701-5-2-through-20070-1-55- Site Address: 24118, 24116, 24114, 24112 84 1h Ave W, Edmonds Expiration Date;, August 6. 2007 Dear Mr. Leiser: The purpose of this letter is to inform you that the above referenced permit applications will expire August 6, 2007. According to Edmonds Community Development Code Chapter 19.00.005(A)(5), applications are only valid for a period of 180 days unless a written request for extension is submitted to the Building Official. If an application extension is granted it may only be extended for an additional 180 days for a total period of one y pqr,. If you need an extension on the subject permit applications you must submit a request in writing to the Building Official prior to plan review expiration. Please be advised, once the permit application expires, the application materials and plans will be destroyed within ten working days. Also, if the project is pursued in the future a new permit application and new fees will be required. If you have any questions, please feel free to call our offices at 425-771-0220. �Sincerely, L\Temp\DST's\M aster Letters\App Due to expire I O/Z 1 /00 � Incorpprated August 11, 1890 Sister.0tv - Hekinan. Japan E CITY OF EDMONDS .9 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: wwwdedmondsma.us - DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering July 10, 2007 Shaun Leiser 17921 Linden Avenue N Shoreline, WA 98133 Re: Building Permit Applications: 20070152 through 20070155 Site Address: 24118, 24116, 24114, 24112 84t" Ave W, Edmonds Expiration Date: August 6, 2007 Dear Mr. Leiser: GARY HAAKENSON MAYOR The purpose of this letter is to inform you that the above referenced permit applications will expire August 6, 2007. According to Edmonds Community Development Code Chapter 19.00.005(A)(5), applications are only valid for a period of 180 days unless a written request for extension is submitted to the Building Official. If an application extension is granted it may only be extended for an additional 180 days for a total period of one year. If you need an extension on the subject permit applications you must submit a request in writing to the Building Official prior to plan review expiration. Please be advised, once the permit application expires, the application materials and plans will be destroyed within ten working days. Also, if the projectis pursued in the future a new permit application and new fees will be required. If you have any questions, please feel free to call our offices at 425-771-0220. Sincerely, &a,friAfa,m'"s 4on"'y&"' Senior Permit Coordinator Cc: File L\Temp\DST's\Master Letters\App Due to expire 10/2 1 /00 Incorporated August 11, 1890 Sister Citu - Hekinan. Janan DEAN HOUGH & ASSOCIATES 8918 11th St NE Everett WA 98205-1407 Phone & Fax: 425-335-0262 TECHNICAL INFORMATION REPORT For SCL Enterprises Townhomes At 24110 84th Avenue West Prepared by Dean M Hough, PE Consulting Engineer For Mr Donald Fiene PE, Asst City Engineer Development Services Department ITY OT r-umonds, VVM Owners: SCL Enterprises, STOR41 APPROVEb AT > W E' EN"NEEF?INGianuary 7, 2005 Date. RECF—IVED I I EXPiRES: 4 BUILDING DEPT. CITY COPY nchirtion to Renc This T. 1. R. is submitted along with the civil and surveyor construction plans for a 5 unit townhome complex in the City of Edmonds addressed as 24110 84th Av W for SCL Enterprises, LLC. This grading permit application is to comply with City of Edmonds grading requirements and the drainage is to comply with City Development Code, Chapter 18.30 and City of Edmonds drainage ordinance requirements. Part I The Project Proposal A. Existing Conditions This project is to obtain permits for grading and providing storm drainage and utility improvements for a townhome complex at the northwest quadrant of the SIR 104 (Edmonds Way)/Hwy 99 overpass. The site is a single family residence with about 7 fir and 1 deciduous trees situated on a plateau overlooking SR1 04. It is surrounded on the north by an apartment complex and a small lot to the east. The south and east sides look into the state right-of-way and Highway 99 right of way. The north and west sides are residential while the east side of 84th Av W is commercial. The existing home and all but three trees will be removed to make way for the development. It is situated on the west side of 84th Av W cul de sac at about 400' south of 240th St SW. The site slopes from northeast to southwest at 10% slope. To make access into the site some minor grading will be necessary for the 24'wide driveway. This apartment complex will take access off the west side of the 84th Av W cul de sac perpendicular to the southeast side of the site. A 3' high rockery, 6' high ecology block wall and a possible 12" high curb will be needed. A 36" detention pipe is parallel to and 5'from the southwest property line and will drain and release all developed flows at the existing 10 year - 24 hour storm release rate into an existing CB at the southeast corner. The detention system will be accessible from the driveway/utility easement in a 10' storm easement which goes around the duplex units. The restrictor CB will be accessible from a 10' easement on the southeast side of the duplex. See DHA sheetCl/4. All downspouts will drain into the storm filter vault for water quality before draining into the detention CB#4 and being detained. Also the foundation drains can go into the detention pipe since the pipe is about 4' below the floor slabs. The access corridor shall be the driveway surface from the cul de sac and will provide utility/access easement to all units. This corridor will service all utilities including storm, sewer, water, power, telephone, cable and gas. The driveway will be with reverse crown so that the north side of the driveway slopes from garage floor at 6% maximum to the valley as shown in Sht C1/4. The apartment configuration is this - that the first floor is level with the garage using a common slab on grade. The backyards will drop at least 6" in 5'from the slab to drain water away from the units and thus requiring a 6' ecology block wall along the east property line to make grade. Substantial grading will require excess to be exported along the route shown on sht C4/4. As can be seen in the profile the driveway will drain northwest from the cul de sac pavement and drain into the storm filter vault for water quality. B. Offsite Analysis Eighty -Fourth Av W drainage from 240th St SW goes south into the cul de sac and joins Hwy 99 drainage coming from the north along HWY 99 and joins at an 18" CP at the south side of the 84th Av cul de sac. From there the existing 18" CP goes northwesterly along the north side of Edmonds Way to the existing CB which is in the southwest property line and corner. It will then pick up the new detained drainage from the site. Drainage then continues northwesterly along the northerly side of Edmonds Way (SR 104) and ends up in Puget Sound in about 5 miles. See the topographic map by Emerald Land Survey shown on sht C4/4. The soils map as shown on page 2A by SCS shows that the site is mostly in type C soil and is typed as Alderwood Urban Land Complex, 2 to 8% sloping. The soil is drainable, but is only shallow to about 24 to 36" deep before the soil consolidates into glacial till. In addition City standards map allowing infiltration does not cover this area and therefore, infiltration is not allowed in this area. Part 11 Drainage Design for the Grading Plan A. Detention Design Calculations A calculation of impervious surfaces for both existing and developed conditions to determine the detention volume for the 10 and 100 year storm for this townhome development is shown on page 213, the Hydrograph Input Calculation Table. 2A DEAN HOUGH & ASSOCIATES 07-Jan-05 HYDROGRAPH IMPUT CALCULATION TABLE: SCL Townhomes In City of Edmonds ADDRESS: 24110 84th Av W IMPERVIOUSIPERVIOUS AREA CALCULATIONS: DEVELOPED CONDITIONS HOIJSF r)P[\/FWAY G APArF MIRr w r4ngwo �� 0 ff.TfLq craym wndw § mmy = ffir-w unTgn AREA DESCRIPTONIREMARKS bUb I U I AL IMFtKV. 5UWAUt 32du 4U4ti u u TOTAL IMPERV. SURFACE = 7325 SO FT.= 0.168 ACRES LENGTH WIDTH TOTAL AREA TOTAL PERVIOUS SURFACE = PROJECT AREA - IMPERV SURFACE 0.140 AC. PROJECT AREA ISO FT)= 'Per Autocad) 13070.0 SOFT= 0.300 ACRES Dwy Extension Area(shoulder): 367.5 SO FT TOTAL LOT + SHLDR 13437.5 SO FT 0.308 ACRES IMPERVIOUSIPERVIOUS AREA CALCULATIONS: EXISTING CONDITIONS wr)] l.qr n0jVF:1"AV CIAPArIP KA[Qr� LOT NO. LENGTH WIDTH TOTAL AREA LENGTH WIDTH TOTAL AREA LENGTH WIDTH TOTAL AREA LENG H WIDTH TOTAL AREA Exisbng (Assumed 0 (Assumed 0 0 0 OUD I U I � lmrcmv. ounr��c V u 12 = 1.5(Y' 110 2 1100= 3.W' Cn = Cn = TIME OF CONCENTRATION: USE FOLLOWING PARAMETERS Cn FLOW TYPE LENGTH U/S ELEV. D/S ELEV SLOPE SURFACE TYPE ISHEET 1 130.11 4301 417.11 0.099 Cn = ISHALLOW I Cn = Cn = Hydin2404.1231 PAGE 2B AREA DESCRIPTON/REMARKS Ex. Imperv. assumed = 0 Sci Ft u u COMPOSITE Cn CALCULATIONS: For existing conclibons 81 FORSURFACETYPE 2NDGROWTHFOREST 86 FOR SURFACE TYPE 75%+ GRASSED AREA 98 FOR SURFt ASPHALT PAVING, ROOFS: COMPOSITE Cn CALCULATIONS: For developed conditions 81 FORSURFACETYPE 2NDGROWTHFOREST 90 FOR SURFACE TYPE: 5G-75% GRASSED AREA 98 FOR SURFo ASPHALT PAVING, ROOFS: The above noted table shows that the proposed impervious area includes the driveway, townhome buildings and street improvement areas and that the existing condition involves second growth forest of alders with no impervious surface even though there is an asphalt driveway and the existing house. The area of the access driveway paving (shaded area) including sidewalk was determined by Autocad. Also on this table the storm intensities for the City of Edmonds is listed for all 3 years - 2 year, 10 year and 100 year intensities. The curve numbers of 98 and 81 for impervious and second growth forest were used here. After development the Cn rises to 90 for 50 to 75% grass on this type C soil. The route that water travels on site is indicated on page 1 of Appendix A as sheet flow from the northeast property corner of the site going on a diagonal southwesterly to the west property line for 130 feet through second growth forest at 9.9% slope. The actual time for flow to go this distance using sheet flow becomes 13.82 minutes. The Waterworks software determines the peak 100 year storm peak flow on site in Basin A by creating 4 hydrographs See page 1 of Appendix A. The Waterworks calculations shows that there is about 0.09 cfs increase in the 100 year - 24 hour peak in storm flow due to this development. It should be noted that the time for flow concentration for developed flows will be faster off site than the existing conditions since developed conditions will have a higher impervious area. With the minimum standard time of 10 minutes, the hydrograph for the developed conditions is maximum and will provide the greatest possible difference and amount of storm flow to detain to protect the existing downstream structures. The calculation of detention calls for 86' of 36" diameter pipe or 608 cu ft.; therefore, the Waterworks Software calls for 473 cu. Ft and the volume in the three type 11 manholes which is not included in the Waterworks volume calculations provides an additional 50 cu ft. All in all there is sufficient volume in the 86' of pipe provided to detain the 10 and 100 year - 24 hours storms. See Page 5 for orifice sizes and location (elevation) and page 6 for peak water level for both storms. The actual volume used is the 473 cu ft. The water level is below the top of pipe by 0.82' below soffit. See the restrictor manhole detail on sheet C1/4 for a abetter picture of how this works and the elevations fo the orifices, outlet elevation and top of manhole and restrictor top. B. Water Quality Design for Storm Filter Vaults A storm filter vault or catch basin is used here for water quality. Water quality standards requires that the 6 month water quality storm to be infiltrated in the water quality system if the storm filter vault(s) is used. See Appendix B - page 1 for the 6 month storm hydrograph. Since the driveway pavement is sloped to the low point at this CB and all driveway area flows to this CB, the 2 cartridge unit flows to CB # 4 which is the upstream MH of the detention pipe. The following is the calculation of flow and calculation of number of cartridges needed to filter the 6 month storm for this site: R = rate per cartridge = 15 gal/min. Q-0.5 = 0.04 Cu Ft/sec (see Appendix B - page 1) N = # of cartridges needed for site = (0.04 x 449 gpm/cfs)/l 5gpm = 1.2 Rounding up at least 1 plus cartridges is required to treat the six month water quality storm or 2 cartridges is needed and provided in the one storm Water Management Inc CB, CB#5 as noted on sheet C1/4. C1 This catch basin filter system contains 3 chambers; one to distribute the incoming water through the grate over a weir system into the cartridge chambers. When the water rises to the bottom of the cartridge water flows through the media, which is perlite - an inert material which will filter out sediment and oil from crankcase droppings. Once through the media it goes to the core drains down through a piping sytem and out and in our case to the detention piping. The oil going through the cartridge will be absorbed on the perlite material and keep the water flowing through clean and without pollutants. C2 Maintenance of the cartridge is fairly simple: the covers over the cartridge chambers are removed along with the cartridge and the cartridge needs to be replaced from time to time. Storm Water Management, the manufacturer, will inspect, maintain the system catch basins after built and certify its operation and maintenance. Thereafter, the owner of this development will be required to check to make sure that flow through the system is adequate and working on a 3 month basis. He may have to replace the cartridge on a one to 2 year basis. The above calculations show that the CB is more than adequate to handle the 6 month water quality storm of 0.04 cfs. It is anticipated that the cartridges will need to be replaced more like 2 years, depending on the pollutants generated after construction. P3/backupilotustworkhvwdpro/:c2404rptlwp U7105 �1".APPENDICES: I Waterworks Printouts: A. Detention Design Calculations page 1-6 B. Water Quality Design Hydrograph page 1 C. Storm Filter Catch Basin Detail: 2 Cartridge CB SEE SHEET C2. 12/11/04 1:48:17 pm Dean Hough & A�sociates page 1 EDMONDS: SCL ENTERPRISES, LLC - 5 HOMES ADDRESS: 24110 84TH AV W APPENDIX A:DETENTION DESIGN:10,100YR-24H BASIN ID: A100DEV. SCS METHODOLOGY TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : BASIN SUMMARY NAME: BASIN A 100YR 24HR DEV. COND 0.31 Acres TYPElA 3.00 inches 10.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.17 CfS VOL: ' to tgx BASIN ID: A100EX NAME SCS METHODOLOGY TOTAL AREA ....... RAINFALL TYPE .... PRECIPITATION .... TIME INTERVAL .... BASEFLOWS: AREA. . : CN .... : TC .... : 0.00 cfs PERV 0.17 Acres 90.00 10.00 min 0.06 Ac-ft TIME: 500 min BASIN A 100YR 24HR EX. COND. 0.31 Acres TYPElA 3.00 inches 10.00 min ABSTRACTION COEFF: 0.20 BASEFLOWS: AREA. . : CN .... : TC .... : 0.00 cfs PERV 0.31 Acres 81.00 13.82 min TCReach - Sheet L: 130.10 ns:0.2400 p2yr: 1.50 S:0.0945 PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 510 min 44 BASIN ID: AlODEV. NAME: BASIN A 10YR 24HR DEV. COND SCS METHODOLOGY TOTAL AREA ....... : 0.31 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV PRECIPITATION .... : 2.00 inches AREA..: 0.17 Acres TIME INTERVAL .... : 10.00 min CN .... : 90.00 TC .... : 10.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.10 cfs VOL: 0.03 Ac-ft TIME: 500 min . %) voy, BASIN ID: A10EX NAME: BASIN A 10YR 24HR EX. COND. SCS METHODOLOGY TOTAL AREA ....... : 0.31 Acres, BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV PRECIPITATION .... : 2.00 inches AREA..: 0.31 Acres TIME INTERVAL .... : 10.00 min CN .... 81.00 TC .... 13.82 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 130.10 ns:0.2400 p2yr: 1.50 s:0.0945 PEAK RATE: 0.0--� cfs VOL: 0.01 Ac-ft TIME: 510 min APPENDIX A - PAGE 1 IMP 0.14 Acres 98.00 10. 00 min IMP 0.00 Acres 0.00 0.00 min IMP 0.14 Acres 98.00 10.00 min IMP 0.00 Acres 0.00 0.00 min 12/11/04 1:48:18 pm Dean Hough & Associates page 2 EDMONDS: SCL ENTERPRISES, LLC - 5 HOMES ADDRESS: 24110 84TH AV W APPENDIX A:DETENTION DESIGN:10,100YR-24H HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYbRO Area cfs min. cf\AcFt Acres 1 0.027 640 1519 cf 0.31 2 0.080 550 2536 cf 0.31 12/11/04 1:48:18 pm Dean Hough & Associates page 3 EDMONDS: SCL ENTERPRISES, LLC - 5 HOMES ADDRESS: 24110 84TH AV W APPENDIX A:DETENTION DESIGN:10,100YR-24H STORAGE STRUCTURE LIST UNDERGROUND PIPE. ID No. S1 Description: STORAGE PIPE, S1 Diameter: 3.00 ft. Length: 86.00 ft. Slope ... : 0.0000 ft/ft upstr: dnstr: 12/11/04 1:48:18 pm Dean Hough & Associates page 4 EDMONDS: SCL ENTERPRISES, LLC - 5 HOMES ADDRESS: 24110 84TH AV W APPENDIX A:DETENTION DESIGN:10,100YR-24H DISCHARGE STRUCTURE LIST MULTIPLE ORIFICE ID No. OR1 Description: ORIFICE STRUCTURE, OR1 Outlet Elev: 415.00 Elev: 413.00 ft Orifice Diameter: 0.8936 in. Elev: 416.60 ft Orifice 2 Diameter: 1.5205 in. 12/11/04 1:48:21 pm Dean Hough & Associates page 5 EDMONDS: SCL ENTERPRISES, LLC - 5 HOMES ADDRESS: 24110 84TH AV W APPENDIX A:DETENTION DESIGN:10,100YR-24H LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE < -------- DESCRIPTION --------- > (Cfs) (cfs) --id- --id- <-STAGE> A (cfs) VOL (cf) 10YR STORM DESIGN ............ 0.03 0.10 Sl OR1 416.54 1 0.03 315.11 cf 100YR STORM DESIGN ........... 0.08 0.17 Sl ORI 417.18 2 0.08 472.20 cf 12/3/04 3:7:26 pm Dean Hough & Assbc'iates page 1 EDMONDS: SCL ENTERPRISES, LLC - 5 HOMES ADDRESS: 24110 84TH AV W APPENDIX B:WATER QUALITY 6 MON.24HR HYDR BASIN SUMMARY BASIN ID: A6MONDEV NAME: BASIN A 6 MON. 24HR DEV. COND SCS METHODOLOGY TOTAL AREA ....... : 0.31 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV IMP PRECIPITATION .... : 1.00 inches AREA..: 0.17 Acres 0.14 Acres TIME INTERVAL .... : 10.00 min CN .... : 90.00 98.00 TC .... : 10.00 min 10.00 min ABSTRACTION COEFF�X 0.20 PEAK RATE: 0.04 cfs VOL: 0.01 Ac-ft TIME: 500 min APPENDIX 8 - PAGE 1 City of Edmonds Permit Application Form Form A _501 Permit Application for:. f�J_New Single; Family E1 New Com/Apt E] Addition gh, I hie.rior.Re"model E].Garage/Cairport F] Repair n Si Gradih g ',-cvds orage/Shed Pence.. El St' T dna--n't'l-'mproVetneht/Chanoe,�'of�Use -1 Fire Sy'stem�; (S'pqdifv� Ro'dke'ry/Re'taini-no WaR, EJ Q'Ifier (Specify): Brief Description: Ale 7 j. %V e T, Site Address: *2 ��//g k4-6 4, �v, A-t 6 Suite # Sno County Tax Account Parcel #: &61 5/ 6 9; 0 71 9, 4!510 Lo I Business/Tenant Name (if applicable): PROPERTY OWNER: Z,/,r Mailing Address: 7f z,, Z, City: _V4 State: Phone: ( U_� ) I-0 - 4 p I � FAX7( 2,0b ) 5-13-6ojr E-Mail: CONTRACTOR: Mailing Address: City: Phone: (_) ame as Property Owner 00ther (Name) State: -Zip: FAX: (_) E-Mail: State License Number: Exp: Date: City Business License No: APPLICANT/CONTACT: XLSame as Property Owner DSame as Contractor 00ther Fill out the following information if "Other". Name & Mailing Address: City: State: Zip: Phone: (_) FAX: (_) E-Mail: L:\TEMP\BUILDING\WEBchecklists\SFR.COMM.APP.doc9/21/2006 0 0 PLUMBING FIXTURE COUNT Number . Fixture Twe Y Water Closet (Toilet) 12- Sink (kitchen, laundry, bar, etc.) Lavatory Tub/Shower Dishwasher Hose Bib 7, Water Heater I Expansion Tank For Water Heater J�3�— Floor Drain 2, Pressure Reduction Valve -Z- Water Service Line Drinking Fountain Bidet/Urinal 7— Clothes Washer .,p- Backflow Protection Device ,g- Hydronic Heat In Floor Wall Other GAS OUTLETS -6�- AC Unit BTUs Location 7 Furnace BTUs Location -,? Water Heater BTUs Location Boiler BTUs Location 2- Dryer 2- Stove/Range/Oven 7- Fireplace/insert BTUs Location All - Outdoor BBQ L:\TEMP\DST's\FORMS\PLUMBFIX.xls. 8-31-06 update DETAILED SCOPE OF WORK Please provide a complete detailed written scope of work for the proposed project. Additions (additional square footage): Specify room use, floor level and square footage and direction if applicable (i.e. 545 square foot master bed room/bath room addition on the second floor with 140 square foot deck and 245 square foot kitchen addition on the main floor. South side of house). Remodels (interior renovations): Specify room uses and floor levels (i.e. combine bedrooms 1 and 2 on the main floor to create new master bed room/bath room; replace dining room sliding glass door with new French doors, reconfigure kitchen with new island prep counter and install new gas fireplace in the living room). x .3 L:\TEMP\BUILDING\WEBr-hecklists\SFR.COMM.APP.doc8/31/2006 a r�IW7NI673 a City of Edmonds Permit Application Form Form A FI,Ne'w Com/Apt FlAddition, 0 Repair E] Sig" Storage/Shed Fire System (Specify) Brief Description: Site Address: 7, Suite # Sno County Tax Account Parcel #: Ov 41 (a X 1 0 ?-If t7 Zo 3 Business/Tenant Name (if applicable): PROPERIYOWNER- e. Z'e;.3 Mailing Address: City: State: Zip: Phone: ( -44, ) -2 L- r — _& o '? / FAX: ( -Ze4, ) S_ 3� 3 - 6 &-? 17 E-Mail: CONTRACTOR: ;lK5_.Iar6e,as,,Pi6pertyOwqe,r '00th.er(Narne) Mailing Address: City: State: Phone: (_) State License Number: FAX: (_) Zip: E-Mail: Exp: Date: City Business License No: APPLICAWICON'TACt:., roperty Owner OSarne, as Contractor ElOther *'ajrne �s 0 Fill out the following information if OtW'. Name & Mailing Address: City: Phone: (_) FAX: (_) E-Mail: zip: L:\TEMP\BUILDINGkWEBchecklists�SFR.COMM.APP.doc9/21/2006 1 0 11 PLUMBING FIXTURE COUNT Number Fixture Tvpe Water Closet (Toilet) Sink (kitchen, laundry, bar, etc.) Lavatory Tub/Shower Dishwasher Hose Bib Water Heater Expansion Tank For Water Heater Floor Drain Pressure Reduction Valve Water Service Line Drinking Fountain Bidet]Urinal Clothes Washer Backflow Protection Device Hydronic Heat In Floor Wall Other GAS OUTLETS AC Unit BTUs Location Furnace BTUs Location Water Heater BTUs Location 5j lk-,� Boiler BTUs Location Dryer Stove/Range/Oven Fireplace/Insert BTUs Location Outdoor BBQ L:kTEMP\DST's\FORMS\PLUMBFIXxls. 8-31-06 update DETAILED SCOPE OF WORK Please provide a complete detailed written scope of work for the proposed project. Additions (additional square footage): Specify room use, floor level and square footage and direction if applicable (i.e. 545. square foot master bedroom/bathroom addition on the second floor with 140 square foot deck and 245 square foot kitchen addition on the main floor. South side of house). I Remodels (interior renovations): Specify room uses and floor levels (i.e. combine bedrooms 1 and 2 on the main floor to create new master bed room/bath room; replace dining room sliding glass door with new French doors, reconfigure kitchen with new island prep counter and install new gas fireplace in the living room). L:\TEMP\BUILDING\WEBchecklists\SFR.COMM.APP.doc�V31/2006 City of Edmonds Permit Application Form Form A New Com/Apt Addition D Repair EI.-Sign- O'Stor4ge/,Shed: El Fire- System (Specify) Brief Description: Site Address: k., '/. Suite # Sno County Tax Account Parcel #: PC 911,73 6 7-reo so 7 Business/Tenant Name (if applicable): PROPERTY OWNER:--_ Mailing Address: /7f -t/ 0 City: , S4 - �e_ k - _ State: &___4 Zip: 9),'1,7_� Phone: ( 2zz ) 7 19 - 6a 7 r FAX: ( -7-6 ) 5'-3-7- E-Mail: CONTRACTOR: �C(tafne as Provertv'Own& E10the'r'(Narrid Mailing Address: City: State: Zip. Phone: FAX: E-Mail: State License Number: Exp: Date: City Business License No: APPLICANUCONTACT: 6 iis Property Owner E]Sarne.as Contractor .00the I r Fill out the following information if "Other". Name & Mailing Address: City: State: Zip: Phone: FAX: E-Mail: L:NTEMP\13U[LDINGXWEBchecklistsXSFR.COMM.APP.doc9/21/2006 0 0 PLUMBING FIXTURE COUNT Number Fixture Tvpe Water Closet (Toilet) Sink (kitchen, laundry, bar, etc.) Lavatory Y Tub/Shower Dishwasher 2- Hose Bib Water Heater Expansion Tank For Water Heater Floor Drain i Pressure Reduction Valve Water.Service Line Drinking Fountain Bidet/Urinal Clothes Washer -,q- Backflow Protection Device -;a?- Hydronic Heat In Floor Wall Other GAS OUTLETS AC Unit BTUs Location Furnace BTUs Location Water Heater BTUs Location Boiler BTUs Location Dryer Stove/Range/Oven Fireplace/insert - BTUs Location z,-*, Outdoor BBQ L:\TEMP\DST's\FORMSXPLUMBFIX.xis. 8-31-06 update DETAILED SCOPE OF WORK Please provide a complete detailed written scope of work for the proposed project. Additions (additional square footage): Specify room use, floor level and square footage and direction if applicable (i.e. 545 square foot master bed room/bath room addition on the second floor with 140 square foot deck and 245 square foot kitchen addition on the main floor. South side of house). Remodels (interior renovations): Specify room uses and floor levels (i.e. combine bedrooms 1 and 2 on the main floor to create new master bed room/bath room; replace dining room sliding glass door with new French doors, reconfigure kitchen with new island prep counter and install new gas fireplace in the living room). 7 L:\TEMP\BUILDINGkWEBchecklists\SFR.COMM.APP.doc8/31/2006 City of Edmonds Permit Application Form Form A PdrnIit'Applicatibn,'f6r:' M.New.;3ingle Family n:New Com/Apt -Additiom n Carportt epair El. n. IntbriorRemodel Garage/. -Sib'n;�. Prading. �cyds Storage/Shed FJ Fence- * Tenant-Impro'vement/Change of Use ElFire-System� (Specify) * Itockery/Retaining. Wall-,. F1 Other`(t0ecify')_ Brief Description: SiteAddress; 2-�/Jo 'Y Yv A. - t'. Suite # Sno County Tax Account Parcel #: 001(6 7) O-L� 00 -Z�o ; Business/Tenant Name (if applicable): PROPERTTY'OWNER: Mailing Address: 17-f Z/ ZA J�, City: k", State: j� �4 Zip: lvtl� Phone: ( lo C ) AO�� I -r FAX: ( zy j� ) .5-3-7- 4d 7,r E-Mail: CONTRACTOR: �&rneas,P�ropeftv-�Owner. 00therINarne) Me as, Mailing Address: City: Phone: (_) State: FAX: (_) E-Mail: Zip: State License Number: Exp: Date: City Business License No:. APPLICANTICONTACT: )5ftmd is Propeity Owner ElSame as Contractor. 00thei Fill out the following information if "Other". Name & Mailing Address: City: Phone: (_) State: —Zip-. FAX: (_) E-Mail: L:\TEMP\BUILDING\WEBchecklists�SFR.COMM.APP.doc9/21/2006 1 0 0 4 - PLUMBING FIXTURE COUNT Number Fixture TvDe Water Closet (Toilet) Sink (kitchen, laundry, bar, etc.) Lavatory Tub/Shower Dishwasher 21 Hose Bib Water Heater Expansion Tank For Water Heater Floor Drain Pressure Reduction Valve WaterService Line Drinking Fountain Bidet/Urinal Clothes Washer Backflow Protection Device Hydronic Heat In Floor Wall Other GAS OUTLETS AC Unit BTUs Location Furnace BTUs Location Water Heater BTUs Location Boiler BTUs Location Dryer Stove/Range/Oven Fireplace/Insert BTUs- Location j Outdoor BBQ L:\TEMP\DST's\FORMSXPLUMBFIX.xis. 8-31-06 update Ir DETAILED SCOPE OF WORK Please provide a' complete detailed written scope of work for.the proposed project. Additions (additional square footage): Specify room use, floor level and square footage and direction if applicable (i.e. 545 square foot master bedroom/bathroom addition on the second floor with 140 square foot deck and 245 square foot kitchen addition on the main floor. South side of house). Remodels (interior renovations): Specify room uses and floor levels (i.e. combine bedrooms 1 and 2 on the main floor to create new master bed room/bath room; replace dining room sliding glass door with new French doors, reconfigure kitchen with new island prep counter and install new gas fireplace in the living room). r�L L:\TEMP\BUILDING\WEBchecklists\SFR.COMM.APP.doc8/31/2006