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98-100941-CO; 98-103997-FP; 98-104641-SG; 98-104435-FP; 98-103005-FP; 97-101638-SE; 97-101658-UP, 95-102639-PCCITY OF FEDERAL WAY FIRE PROTECTION SYSTEM PERMIT PERMIT NO.: FPS98-0053 33530 First Way South FIRE DEPARTMENT INSPECTION - 253-946-7318 ISSUED: 02/09/99 Federal Way, WA 98003 BY: RLC 253-661-4000 SITE ADDRESS: 35406 21ST AVE SW PARCEL NO.: 252103-9032 PROJECT DESCRIPTION: NEW UNDERGROUND MAINS and SPRINKLER SYSTEM OWNER CONTRACTOR LENDER NORTHSHORE AUTOMOTIVE SHOP PATRIOT FIRE PROTECTION, INC. 35406 21ST AVE SW 2707 70TH AVE E FEDERAL WAY WA 98023 TACOMA WA 98424 253-838-9142 206-419-0773 926-2290 PATRIFP099CF SPRINKLERS? ........ :Y HOOD & DUCT?.......:? # ZONES........... 0 OTHER...... FIRE ALARM SYSTEM?.:? EXTENT OF WORK...:? # ZONES........... 0 STANDPIPE?.........:? UG FIRE SERVICE?...:? FIXED SYSTEM?......:? FEES: SPRINKLER FEE......* $ 126.00 FPS PRMT ISSUANCE. $ 20.00 TOTAL FEES $ 146.00 INSPECTION RECORD ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET. OWNER OR AGENT fps_prmt 07/01/92 DATE 7i Ql I I O - ' - -1"% oFirst`F,DJ �0�t '.;•�+�ut.h � "� �"'G .� �'"�+�� I",�~r PEfdMI 1 �hi0,., o a` 9�I9I=3-�C33C13 Feder�-tl Widiy, WA 9F003 Sign Inspection Itegt.itnst.s 253-661---4I.40 DY-. F'C2 252-661-ei()00 L'(I"IF?F'`J: 071/1Fitlr�<.p AD1)RF:'SS:3 5406 2 1S'T AVE SW No.: 25210,39032 Pf�.( ,fr-C:•T D1;;.SC:RIP'F:EON°INSTALLING 1 NEW f/S MONUMENT, TNT-ILLUM SA:71.7 SQ FT HEIGHT:9' AND 3 NALL SIGNS, NONALLUM EBF:943 SAP(A)48.26 SAP(B):6 SAP(C):6 OWNER CONTRACTOR GENERAL INFORMATION Wrlw==_axpaa=.M..::.C:1:=n=4l"..: .1.4.0 �=. FEES NORTHSHOPE AUTOMOTIVE SHOP LUMIN ART SIGN COMPANY INC BITS LISCIt: HAS BEEN APP SIGN PLAN CHECY.... s 63.21 35406 21Sf AVE SW 1118 A STREET SE SIGN PERMIT..MON... * 91.25 FEDERAL NAY NA 98023 AUBURN NA 98002 VALUATION-: 4000 ZONING...: BN PtANNING SURCHARGE 58.00 PROP AREA-: 0,00 COMP PLAN: BN ?53.038-9142 206-419-0773 833-2800 ALLOW AREA.: 0.00 CATEGORY : ? LUNINSC14098 ST FRONT...: 125.0� COMP SITE: ? � CODE CIT - : 22-1601 TOTAL FEES:3 218.4E lTc:;C�}saexi J. _-ti_. sss CONTRACTORS. PI.ME VSE -W.' LOCATION COTE 1137- 91HEN RIL 11A SAM TAX FOR PROJECTS NITNIN ...t_..-__.-.1:'.-.1.,a THE CITY OF FEDER;IL NAY. TAX RATE : 8.2% srs _x.=.1 } FREE STANDSIGN 1 SIGN 2-•:_-:::Ge SIGN 3 • _, � SIGN 4-:...... WALL SIGNS =�-�� __,-- SIGN 1 -� ::. SIGH 2---.r,=� 'iIGN 3 - � ; .SIGN 4 --:�-: REGISTRATION TYPE OF SIGH ILLUMINATION SIGH AREA HEIGHT tARDSCAPE AREA AREA OF FACE SIGH BASE SETBACK SIGN DIMENSIONS 98-0298 :,. Moment Internal Cab 71.70 9.00 91.70 0100 1.83 3.00 5' X9' 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -.C.4�-c.._-�"FY�rL=:=:-==:: L=c=.=�•tiss•,TFCl.��--"--.fC��-= ��A�ey�::n�il5.t�'-'t�L:=auN:l.a~�-e}ax-�iraf•.= Footing/foundation inspe.tion. --------_- Date Final inspection ... Date NOTE: ALL ELECTRICAL SIGNS REQUIRE A PERMIT AND APPROVAL BY THE CITY OF FEDERAL NAY I CERTIFY TWAT THE INrOR &HER OR AGENT _. REGISTRATION 98-029; 9&-0296 SIGH TYPE Nall Nall 1110 iIHATtO1I Non-llluFina Non-Illusina EXPOSED FACE AREA 0.00 0.00 PROPOSED AREA 0.00 0.00 SIGN DIMENSIONS SAP:18.26 SA:6 EBFt%3 98 -0297 Uall Non-Iiluaina 0.00 0.00 SAP:6 EHF* { t'GMSfi:=O::tt«S1R Electrical inspection __ __µ_._.�•.___ _ Electrical inspection 0.00 0.00 _ Date Me rs�^__::_::•�xTs-:��.v-:-•w.rw......»..-',a-_a::K-=:�= -�=L. ar-=•.•z__ .�_..�r.L='___. Cr__-----.ui�:KYtsnsar! ss ALL PERMITS EXPIRE 180 BAYS AFTER ISSUANCE IF NO WORK Is STARTED. ss RMN1S'tlx6 NE r IR4 B CORRLCT TO TIE ZEST Of NY (MERGE AND THE APPLICAILE CITY OF FEDERAL NAY REQUIREMENTS WILL K hu. i r V -- .-..___._.-..ww_..___.._._........_......._...... .--..._...._. MATE FIELD COPY 20 SETBACKS & FOOTINGS Date By FOUNDATION WALLS Date By PLUMBING GROUNDWORK Date By SLAB INSULATION Date By FOOTINGjDOWNSPOUT DRAINS Date By UNDERFLOOR FRAMING Date By SHEAR WALLS Date By PLUMBING ROUGH -IN Date By GAS PIPING. Date By MECHANICAL ROUGH -IN Date By FRAMING Date By INSULATION Date By GWB - 7ST LAYER Date By GWB - 2ND LAYER Date By SUSPENDED CEILING Date By PLANNING FINAL Date By PUBLIC WORKS FINAL Date By FIRE FINAL Date By BUILDING FINAL. Date By OTHER Date By � iau kn weir City Of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: OCCUPANT LOAD: 0 PERMIT NUMBER: BLD98-0141 TENANT NAME..: NORTHSHORE AUTOMOTIVE SHOP ADDRESS......: 35406 21ST AVE SW GROUP: H4 SQFT: 4800 CONSTRUCTION TYPE: 5N OWNER NAME...: MICHAEL J DONAHUE ADDRESS......: 2100 SW 356TH ST FEDERAL WAY WA 98023 _ z 99 Date The priority focus in the review and Inspection made by the City prior to Issuance of this Certcate was on those matters which experience has shown most severely affect the health and safety of the genera! public. Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any otherperson that this Certificate evidences strict compliance with each and every ordinance or regulation ojthe City or the State oJWashington affecting the construction or use of said structure or the land upon which it is 'tuated. Such compliance is the responsibility of the owner and/or occupant of the premises. POST IN A CONSPICUOUS PLACE 1:, 1 Y. .vc e- 0nstructior. of 000 s� ft autom,., vc and I'V ujine repair :hap Yith 1.1 parthq IIA 11 w lit: F, r0pllc,�110pr, A1110110 0i 51101) I MJ P 00c, f PK I I ON 11HP EXV I H L t 35�06 '.11�1 AVE sw PO B0,11 L158.14 'All F:-0tr.,j WAY WA 98011121-18141 SIT CORI.-WORS, PUA A WiL, 00110.9 (6D11_ 1111 ULMII*; Sws Im Icip, twilims knifug liK u IT -of luffifil VAY. TAX RAIL = 11.61 txt E) ". " h f ( 9 " ? I � ,, , " 1xill PPWI� - D9111111ra ONUS: 0 (90 PLAN,....... 811 r I - (oh 1^1 3: 00 0: '-Jof I F11, 2 p o I p v i) i 14 C 9 S p 111 R 1, I c A ...... LAN UIL0, W 11" CAIEW-kY. :",'12'� '14fl- 1- 8,90: s 11[fAfi, .0.00 ft IWARD UA��. P'P� L P I H� PL,iMjT , . . . t . 11(ciToltil, GM1UP - - - - fl, O:sf vAL9a] IOU - 0RI [LOY., E 0I I tp. 91 101: s f .......... 0. G:bf PROP... 4 PLAN CHUr ? lk(r: 9:sf ......... 0,ft ft SEW, SEPU CL. . Pw IRS:, FEE Pum, I.MPERV suvWl: 0 si S L 4s 1 T 1111 AREAS':'.:? P1.0mu I fit' c IX f ME� 10ES. F A4 S 1.t 11. P, 's, c 0. 11 s 0 R WA10 QOSHS, I URINALI ........ [W` IL ....... HOOP.......... 0 T90. 0 BAW TUK ......... 0 0p,111111,14c 1`01011.1 0 D C T % 4 P. 1( ....... 0 ...... U-. I'M b Wool, 1 0 15-10 10C 0 L A ViA 1 [.11 90K 0 10-511 1011 ("JUS. . 4 ORA I tic, .......... 0 '30 ' TON, 4ASURc, ....... U 0WI SPVPH91101S: 0 1,14 14 P,!. I V .11 f 1AN1110- UR, 41[F 111AW41;.'' 0 114 P, r i RIP, 1 0 LAUN ouft%. 11.p.w Im mys JAI 1,< L n, IsAir1K f, If . vip.SIMILD. Alk P l;,;wDk9G P11-91HIIS UVIKI i kl 4Ah 61IL9 IWE 3i ISSOIAKI.- (1911`f 14i€1I iff I N r 011A I I i I ?mnmo yr ME Is, ImIL AND cwrcl 16 mr Rvelf ny fly Tvmm.-,( "INO IlY. APPILKAOF (114Y % IUKRAt VAY R10111111111KNIS dill. 11 1111. * 90. v. b A FIELD COPY 1 SETBACKS &. FOOTINGS:.: Date By f 4 2 FOUNDATION WALLS c r� 4- Date By X �� rd _ 3 PLUMBING GROUNDWORK g 3 _� r� b 4, Date By f [ s-` 4 SLAB INSULATION Date ar .g BY a l4kF(r}' 5 FOOTINGIDOWNSPOUT DRAINS Date By 6 UNDERFLOOR FRAMING .... . Date By 7SHEAR WALLS Date By- 8 PLUMBING ROUGH -IN . Date _ p _ c• By 9 GAS PIPING ......... . ...... . ..... . . ... Date _ °Q By 10 MECHANICAL ROUGH -IN Date 24 By 7FAAMING ... Date 12 _ _ By L 12 INSULATION ... . Date 1 _ -Z By 13 GWB -: IST LAYER. � �. `� �. d - r, r ! x- , ,..u, ce� Date ;?,— By { 14 GWS - 2ND LAYER Date By 15 SUSPENDED CEILING . . . .... ... Date By 7PLANNING 7 FINAL Date By 17 PUBLIC WORKS FINAL Date j ^'JBy 18 FIRE FINAL Date f— BY 140,g 19 BUILDING FINAL Date �_ _ q By 20 Date 1: ,Zf — 9 9 BY CDO193 (Rev 4/97) CITY OF FEDERAL_ WAY� p South u L h i '�` E II "'�. 11 33530 First W y Federal Way, 1AA 95003 Sian Inspection Requests 253_..661- 4140 253-661-4000 ADDRESS:35406 21ST AVE SW NO. - 252103 9032 PROJECT DESCRIPTION :INSTALLING 1 NEW F/S MONUMENT, INT-ILLUM SA:71.7 SQ FT HEIGHT:9" AND 3 WALL SIGNS, NON-ILLUM EBF:943 SAP(A):18.26 SAP(B):6 SAP(C):6 T= OWNER ::________------ --___- CONTRACTOR NORTHSHORE AUTOMOTIVE SHOP LUMIN ART SIGN COMPANY INC 35406 21ST AVE SW 1118 A STREET SE FEDERAL WAY WA 98023 AUBURN WA 98002 253-838-9142 206-419-0773 833-2800 LUMINSC140KB PERMIT NO: SGN98-0303 ISSUED: 01/19/99 BY: FC2 EXPIRES: 07/18/99 GENERAL INFORMATION _===== __=-__-- -__== = -- FEES -____________ BUS LISC#: HAS BEEN APP SIGN PLAN CHECK....* $ 63.21 SIGN PERMIT..MON... * $ 97.25 VALUATION..: 4000 ZONING...: BN PLANNING SURCHARGE $ 58.00 i PROP AREA..: 0.00 COMP PLAN: BN ALLOW AREA.: 0.00 CATEGORY : ? ST FRONT...; 125.04 COMP SITE: ? CODE CIT...: 22-1601 TOTAL FEES:$ 218.46 *** CONTRACTORS, PLEASE USE LOCATION CODE 1732 WHEN REPORTING SALES TAX FOR PROJECTS WITHIN THE CITY OF FEDERAL NAY. TAX RATE : 8.2% *** FREESTAND = ===j== SIGN 1 =_=_+ SIGN 2=====h= SIGN 3=__=_�== SIGN 4 =____ _= WALL SIGNS == = SIGN 1 == _ -= SIGN 2=_--=:.::::-- SIGN 3===_T_= SIGN 4 REGISTRATION 98-0298 ' REGISTRATION 98-0295 98-0296 98-0297 TYPE OF SIGN Monument SIGN TYPE Wall Wall Wall ILLUMINATION Internal Cab i ILLUMINATION Non-Illumina Non-Illumina Non-Illumina li SIGN AREA 71.70 0-00 .0.00 0-00 F EXPOSED FACE AREA 0.00 0.00 0.00 0.00 HEIGHT 9.00 0.00 0-00 0.00 PROPOSED AREA 0.00 0.00 0.00 0.00 LANDSCAPE AREA I 91.70 0 00 0.00 0 00 SIGN DIMENSIONS SAP:18.26 SA:6 EBF:943 SAP:6 EBF:94 AREA OF FACE 0.00 0-00 0.00 0 00 SIGN BASE 1.83 0-QO 0.00 0.00 1 SETBACK 3.00 0.00 ± 0.00 0.00 SIGN DIMENSIONS 519' , Footing/foundation inspection. Date _ -__ Electrical inspection ..... Final inspection ............. Date_- - ---_ Electrical inspection Date Date NOTE: ALL ELECTRICAL SIGNS REQUIRE A PERMIT AND APPROVAL BY THE CITY OF FEDERAL WAY ---------- ------- .___--...-.-._-��- ** ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. ** I CERTIFY THAT THE I ORNAT FURIIS NE REj D CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET. OWNER OR AGENT � - DATE FILE COPY 01/21/98 WF.D 13:15 FAX 2530614LZU .,,�. "L .""""" arYor a- DEPARTMErfr of COA MUMTY DEVELOPMUCr SERVICES 33530 FlratWay South Federal Way. WA 98003 r W3) 661.4000 Fax (253) 661-4129 Y`• by ` SIGN PERMIT # d, 7 ® l 1996Registration # — Ll m S Registration # 1lN- Dp&W AY Registration # . d Registration # - gt}1Lp SIGN PERMIT APPLICATION This application must be submitted to the Building Division and a sign permit must be issued prior to displaying any sign, except as expressly allowed in Federal Way City Code Section 22-1599(c), Permit Exceptions, whether or not the proposed sign requires construction or structural alteration. WARNING: Do not construct or order -a sign until a permit has been issued. The installation permit will expire 180 days after issuance. Owner of Sign oAh- 01r4 �M�i/ SLR- - Phone 3 77 �2 1% q .S Address 3 '-al S G. (/✓ , Name of Business /Vo(j LSLD &z„ _ l�Iryto >'Lu _ Business Lic.# Parcel Number cZ J~oZ f b e3 -- !?D -A a— dl0 SingleTenantAr Multi -Tenant ❑ Address of Sign S� (o l sf ^,e . 5 Sign'Contradtor ��f (j�l/- r-IT- 5lri/�fINC Phone 53 3 ZeFOr) Contractor's Ac1dress ft�( fT SE r9�✓tg�'��V Registration# `,� Contact j ir,_ _ _ _ _ 'hone 833 2-S00 1. Number of tenants, or available business spaces, on property — -1 2. Does the parcel have a comprehensive sign plan approved by the city? Ink If yes, what is the file number? List type and size of all existing signs associated with the business (locate on plot plan). 4. List type and size of all other existing signs on the parcel. 5. Are any signs part of a Center Identification Sign? =1� _ 01 /21 /98 14 F?1) 1 3: 15 VAN ZD-3Ou 7 r i cy f, Free Standing Sign Building Mounted Sign 1 Type of Sign: Monument El Pole Of Si lB WaII ❑ Projecting Type gn ❑ Pedestal n, ❑ Other ❑ Marquee U Other Illumination: g Internal (C4abinet) Illumination: ❑ Internal (Cabinet) U Internal (Letters Only) ❑Internal (betters Only) ❑ External ❑External )(Non Illuminated Non-llluminated ❑ Other (Describe) ❑ Other (Describe) Sign Area (Sq. Ft.) F0 S� Building Facadea)! Y Total Total Sign Area per Face S _ Proposed Sign Areaoa ` _ Sign Height Height - o. Building Facade . _� 'Base Sign Face Dimensions STC Proposed Sign Total Street Frontage i Building Facade' Landscape Area O SF-- -- Proposed n Qi em anions -C on, 8 Bldg. Facade must be Set Back from Property Line ,,., shown on the elevation plans Total Estimated Project Cost i a ff. under penalty of VCTj illy, that 111e•i11f6rFTi.tit:1QC1•:�1.11i1f511+;.C1:�7j�Iislf?:I$ ' bi.; luioivledge and fu t' icr tllnt I i1m i1tliU> i'rcd i?Y tJte ati±!sier.:r-fC71C ahoy pr tr ' i'or.�vhi�h tltei: ri `1,ir�ltilolL iS >>iade_ : _ ;f:� :� ,�; .;��'' �,�; � =• ��:: ;v :,-: s�� Date �� 3 Owner/Agent (signature) A-t— (Print Name) oFFIc74L UsE ONLY (Please do not write below this line.) Land Use Section Approval:'ke T Date BuildingMounted - Sign Area Permitted (sq. ft.) Sign Area Proposed (sq. ft.) Largest Building Facade Number of Building Mounted Signs Allowed Free Standing - Sign Area Permitted (sq. ft.) _3 � — Sign Area Proposed (sq. fQ 41,4 Street Frontage Number of Free Standing Signs Allowed Citation Which Allows This Remarks: yy� Building Section Approval Valuation $ Permit Fee $ Plan Check Fee $ Remarks ❑ HPS XMPS ©LPS ❑ FWCC Zone_ r, 4- r° r�-1-rrli.: Fi aS Total Fee $ Planning Surcharge $ Date 'Any department initiating disapproval is to contact the applicant and building section within 24 hours indicating the reasons for disapproval. siu.+1,11RLner p,P, Tim sf28r97 CITY OF FEDERAL WAY FIRE PROTECTION SYSTEM PERMIT 33530 First Way South FIRE DEPARTMENT INSPECTION - 253-946-7318 Federal Way, WA 98003 253-661-4000 SITE ADDRESS: 35406 21ST AVE SW PARCEL NO.: 252103-9032 PROJECT DESCRIPTION: INSTALLING NEW 5 ZONE ALARM SYSTEM OWNER - - i— CONTRACTOR NORTHSHORE AUTOMOTIVE SHOP DESIGN SECURITY 35406 21ST AVE SW 11601 99TH AVE CT E FEDERAL WAY WA 98023 PUYALLUP WA 98373 253-838-9142 206-419-0773 SPRINKLERS?........:? HOOD & DUCT?.......:? # ZONES........... 0 OTHER...... FIRE ALARM SYSTEM?.:Y EXTENT OF WORK...:? # ZONES........... 5 STANDPIPE?.........:? UG FIRE SERVICE?...:? FIXED SYSTEM?......:? I CERTIFY THAT THE INFORMATION OWNER OR AGENT fps_prmt 07/01/92 253.848.4074 DESIGS*101ME INSPECTION ] LENDER PERMIT NO.: FPS98-0058 ISSUED: 11/20/98 BY: RLC FEES: FPS PRMT ISSUANCE. S 20.00 FIRE ALARM FEE.....* S 70.00 ALL PE MITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. E IS TRUE D CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET. DATE i CRY OF BUILDING DMSION . -- 33530 First Way South Federal Way, WA 98003 \\� (253) 661- 4000 V �r r� 7 Fax (253 661-4129 PERMIT# p5 �/ t�'oo-e7b" (°""Ouli IrlG TIRE ALARM PERMIT APPLICATION Job Address: 3 S O (a P 1ST S r cE�) L..)il%--o$oa3 (street) (City) (state) (Tp) (Suite t0 t;M�tc.E '�oh�''t►'ist� Owner: e IZ i N S Ho P-E -K u a (I J C- Tenant Name: Contractor: J� ES Co ►J S ECyY-\TY SYL-r' M S, — Tax Parcel # Address: Phone: 253- t u 8- 4o 74 Contractor License #: Expiration Date: 0 S od O (Card must be presented) Owner's Address: ;� \e O -5 w 3S 6 z*4 Contact Person: W\ \.\4- r- N A R 0 Phone: 29 3 - 939 - 3-7 S Phone: 2S3 - (,00(e, - 76(-1 PLEASE SUBMrr THREE SETS OF FIRE ALARM WIRING DIAGRAMS, DEVICE LOCATION PLANS, AND CUT SHEETS WITH TBIS APPLICATION. INDICATE NUMBER OF ZONES ON PANEL, INCLUDING SPRINKLER ZONES, IF APPLICABLE: S MAxlmu i PLAN SIZE = 24" x 36" I certify under penalty of pequry that the information furnished by me is true and correct to the best of my knowledge and further that I am authorized by the owner of the above premises to perform the work for which permit application is made. I further agree to save harmless the city of federal way as to any claim (including costs, expenses, and attomeys' fees incurred in investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city of federal way, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. Owner/Agent: Remarks: 0,1" ea� -0�� City of Federal Way Electrical Permit shall be posted at all fire alarm installations. ❑ Received Route to: Fire Department Approved by: Office Use Only (Please do not write below this line) Date: \ k I -1 S Pe it Fee (Includes First Zone) $30.00 b ' UD Additional Zones @ $10.00 ea. 40 '0V Processing fee $20.00 Total Fees s elo -6 Date: FmEAiRMAPP REwsm 826/97 C''!OFFEDERAL WAY FIRE PROTECTION SYSTEM PERMIT 3 -)30 First Way South FIRE DEPARTMENT INSPECTION - 253-946-7318 Federal Way, WA 98003 253-661-4000 SITE ADDRESS: 35406 21ST AVE SW PARCEL NO.: 252103-9032 PROJECT DESCRIPTION: COMM FPS — SPRINKLER SYSTEM OWNER NORTHSHORE AUTOMOTIVE 35406 21ST AVE SW FEDERAL WAY WA 98023 206-952-2330 SPRINKLERS? ........ :Y # ZONES........... 0 FIRE ALARM SYSTEM?.:? # ZONES........... 0 STANDPIPE?.........:? UG FIRE SERVICE?...:? FIXED SYSTEM?......:? HOOD & DUCT?.......:? OTHER...... EXTENT OF WORK...:? CONTRACTOR PATRIOT FIRE PROTECTION, INC. 2707 70TH AVE E TACOMA WA 98424 926-2290 PATRIFP099CF INSPECTION RECORD LENDER PERMIT NO.: FPS98-0041 ISSUED: 09/ 18/98 BY: FC2 FEES: SPRINKLER FEE......* $ 153.00 FPS PRMT ISSUANCE. S 20.00 SPRINKLER FEE......* S 63.00 TOTAL FEES S 236.00 ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET. OWNER OR AGENT fps_prmt 07/01/92 f DATE J. l� DATE CEP a 9 1998 ISE PRINT Tenant (if known) Building Owner's Name City Nature of Work a BUILDINGDMSION 33530 First Way South Federal Way, WA 98003 (253) 661-4000 Fax (253) 661-4129 APPLICATION FOR BUILDING PERMIT APPLICATION # 0/ i f Address B /t ,f w Lot # Assessor's Tax # zt5Z l0 3- a�3 Address State zi O Z3 — Phone 'mac "` „ FEDERAL WAY BUSINESS LICENSE # Ll .,:;_ Company Name Address Cit Contact Person Contractor's # (card must be presented) Name Address City Contact Person LEGAL DESCRIPTION State Phone Expiration Date State Phone Fax Verified ❑ Yes ❑ No Fax Plus - m l to Reverse _Shlo , -:t'3.:<i'<::::;; Existing Use Proposed Use Permit includes: ❑ Building ❑ Plumbing ❑ Mechanical ❑ Other Type of Work: ❑ Residential ❑ Commercial ❑ New ❑ Addition ❑ Remodel ❑ Garage ❑ Number of Units ❑ Shed ❑ ❑ Deck Other Enter 1st Floor Area Basement sq ft sa ft 2nd Floor Decks sq ft 3rd Floor sq ft sq ft Garage sq ft Existing Floor Area Proposed Total Area sq ft sq ft Water Availability ❑ Sewer Availabilit ❑ On -Site Septic Svstem Availability ❑ Project Valuation $ Zonin Lot Size Existin2 Bldg Valuation $ Contractor Name Addr s City Stater Zip Contact Z Phony 1 Fax License # Expiration Date Verified ❑ Yes ❑ No Contractor Name Address city State Zip Contact Phone Fax License # Expiration Date Verified ❑ Yes ❑ No Water Closets Sinks Urinals Lawn Sprinklers Bathtubs Dish Washers Drinking Fountains Other Showers Electric Water Heaters Sumps Lavatories I Washing Machine Drains Total Fixture Gaunt..' - - v s:sue:,----=----=======> >:s '�A C`HA C1 # N 'G3i �l�i'=>=:==:>==:==>:=:=>=:==<;;. MECHANICAL EVALUATION ONLY $ Fuel Tyj2e (electric/gther) Gas Dryer Air Handlin < = 10,000 CFM 15-30 Tons Length of Gas PPi in Range Air Handling > = 10,000 CFM 30-50 Tons Furn <100KOUs Gas Loa Unit Heater 50+ Tons Furn > 1000 BTUs Fans Miscellaneous Fuel Tanks Gas Hw,f Hood Boilers Above Ground Con Burner Duct Work 0-3 Tons Underground B Q's Wood Stoves 3-15 Tons Total Unit Count DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and attomeys' fees incurred in investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the City of Federal Way, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part ofthis application. Owner/Agent: Date: BuiwD .Am RBV5E0 MW97 RAL WAY CITY w, (�" RMIT NO: PEISSUED: 33530OFi rsDEWay South 11:.1�4�,„ .,�I,. 9�.,, , u��IiY"�!G�';.II"��, ., . 07/2211/98141. Federal Way, WA 98003 Building Inspection Requests 253-661-4140 BY: RT 253-661-4000 EXPIRES: 01/17/99 ADDRESS:35406 21ST AVE SW NO.: 252103-9032 PROJECT DESCRIPTION :Construction of 4,000 = OWNER NORTHSHORE AUTOMOTIVE SHOP 35406 21ST AVE SW FEDERAL WAY WA 98023 ^R3-838-9142 206-419-0773 sq ft automotive and RV engine repair shop with 17 parking stalls, bioswale and landscaping. ---- CONTRACTORLENDER MJD CONSTRUCTION AND EXVTN PO BOX 25814 # FEDERAL WAY WA 98093-2814 MJDCOE*030DU LLC x** CONTRACTORS, PLEASE USE LOCATION CODE 1732 WHEN REPORTING SALES TAX FOR PROJECTS WITHIN THE CITY OF FEDERAL NAY. TAX RATE : 8.6% stt BLD?:X MEC?:? PLM?:X FLR--EXIST--PROP--- DWELLING UNITS: 0 COMP PLAN ......... :BN TYPE OF WORK:NEW USE:COM 1ST.: 0: 4000:sf STORIES........: 2 REQUIRED PARKING..: 0 SPRINKLERS?......:? CENSUS CATEGORY ..... :322 2ND.: 0: 800:sf HEIGHT.....: 0.00 ft HAZARD CLASS...:? OCCUPANCY GROUP---------- 3RD.: 0: O:sf VALUATION---------- REQUIRED SETBACKS------- FIRE FLOW....: 0 gpm A4 :? :? :? OTHR: 0: O:sf EXIST..$: 0 FRONT.......... 0.00 ft TYPE OF CONSTRUCTION----- BSMT: 0: O:sf PROP ... $: 229776 SIDE..........: 0.00 ft WATER SERVICE..:? :5N :? :? :? DECK: 0: O:sf REAR........... 0.00:ft SEWER SERVICE..:? OCCUPANT LOAD------------ GAR.: 0: O:sf RECEIVED.:03/20/98 I 0: 0: 0: 0: TOTL: 0: 4800:sf IMPERV SURFACE: 0 sf SENSITIVE AREAS?.:? -------------------- _--------- � � _�_---------------- FUEL TYPES.:? ? FANS..........: 0 BOILERS/COMPRESSORS WATER CLOSETS......: 3 URINALS........: 0 GAS PIPING.: 0 ft HOOD..........: 0 0-3 TON.....: 0 BATH TUBS..........: 0 DRINKING FOUNT.: 0 N<100K... 0 DUCT WORK...... 0 3-15 TON..... 0 SHOWERS ............. 1 SUMPS........... 0 uHb HWT.... : 0 WOOD STOVES...: 0 15-30 TON...: 0 LAVATORIES.........: 0 VAC BREAKERS...: 0 CONV BURNER: 0 FURN)100K.....: 0 30-50 TON...: 0 SINKS ..............: 4 DRAINS.........: 0 BBQ........ : 0 MISC..........: 0 50+ TON.....: 0 DISH WASHERS.......: 0 LAWN SPRINKLERS: 0 GAS DRYER..: 0 AIR HANDLING UNITS FUEL TANKS--------- ELEC WTR HEATERS...: 0 OTHER FIXTURES.: 0 RANGE......: 0 <:10,000 CFM: 0 ABOVE GROUND: 0 LAUN WSHR OUTLTS...: 0 - GAS LOGS...: 0 > 10,000 CFM: 0 UNDERGROUND.: 0 FEES: PLAN CHECK FEE $ 711.43 BUILDING PERMIT .... # $ 1094.50 SBCC SURCHARGE.....* $ 4.50 PW ADMIN DEPOSIT-BND $ 2205.00 PW PLAN CHECK $ 720.00 PW INSP FEE DEPOSIT $ 1000.00 GRADING PERMIT $ 54.00 PLUMBING FIXT.... 93* $ 56.00 Additional fees not shown here... TOTAL FEES $ 5936.56 PERMITS EXPIRE 180 DAYS AFTER IS HC NO WORK STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ORE YEAR AFTER DATE OF ISSUANCE. I CERTIFY THAT THE IN OR TI NIS ED Y ME IS E AND CORRECT TO THE BEST OF NY KNOWLEDGE AND THE APPLICABLE CITY OFF FEDERAL MAY REQUIREMENTS WILL BE NET. OWNER OR AGENT _ DATE�_�� v •� �_ IV ED Nx) Fi3� �8AL WAY DFPT- APPLIGATION FOR BUILDING PERMIT PRINT Tenant (if known) Mic Building Owner's Name Nature Name (F,M,L) Address Contact Person Company Name Address Address 35406 21 s t Ave. SW 1 J. Donahue lot #TL 32 Address State Michael J. Donahue 5528 So. 380th hue IDay Phone 206-419-0773 MJD Construction & Excavation, LLC PO Box 25814 Contact Person Michael J. Donahue Contractor's # (card must be presented) _ MJDCOE*030D0 Name Bobbi King Address 5411 2 9 th St. NE Contact Person Bobbi King LEGAL DESCRIPTION T f' APPLICATION # 01 BUELDINGDrvmoN 33530 First Way South Federal Way, WA 98003 (206) 661-4000 Fax (206) 661-4129c Ass2esQr �sOTx #9 0 3 2- 0 6 Phone 253-939-3752 State WA _—I zip 9800.1 Other Phone Fax 253-838-9142 253-952-965 State WA Zp 98093 253-838-4042 F8�53-939-2436 Expiration Date Verified ❑ Yes ❑ No 03-01-99 State Zi 22 11-927-1027 3-927-6181 ! m l R v rSHP Permit includes: Type of Work: ❑ Residential Commercial Enter 1 st Floor 4 � sq ft Area Baseman[ s ft Water Availahifiry 47 c ... _ A Name Citv Existing Use X Building % Plumhint 30 New ❑ Remodel 13 Addition ❑ Gara e 2nd Floor 8 0 0 sq ft 3rd Floor _ Decks s It Gar a a IR On -Site Se tic System Availabil Lot size 35,00 Sq. Ft. Contractor Name Castle Heating & Air Conditioning City Qrt , Contact Dave Johnson License # r�nvmT ern n r_ '7�n Contractor Name Cit Contact Fred License # Water Closets Sinks Showers Fuel T e (elactric/other) Gas Dryer Length of Gas Piping Ran e Furn <ICOK BTUs Gas Lo Furn > 100 BTUs Fans Gas Hwt Flood Conv Burner Duct Work BBQ's Woad Stoves Heaters Proposed Use IN Mechanical ❑ Other ❑ Number of Units_ ❑ Deck ❑ Shed ❑ Other sq ft Existing Floor Area sq ft t103 Pro osed Total Area s ft Project Valuation $ ExistingBld Valuation $ Address State Address State I Zi Phone Fax 360-897-8'626 360-897-9373 Ex iration Date Verified ❑ Yes ❑ No Address State WA Zip Q-2496, Phone Fax 253-565-3187 253-537-8024 Exr3iration Dar _ 5 — 9 d Verified ❑ Yes ❑ No Lawn MECHANICAL EVALUATION ONLY $ Air Handlin i t = 10,000 CFM 15-30 Tons Air Handling > = 101000 CFM 30-60 Tons Unit Heater SO+ Tons Miscellaneous Fuel Tanks Bailers Above Ground 0-3 Tons Under round 3-15 Tons Total unit CounT DISCLAIMER: I certify under penalty of perjury that the infomulion furnished by me is true and correct to the best army knowledge, and further, that I am authorized by the own the above premises to perform the ork £or which permi plicaiion is made, I furiller a attorneys' fees incurred in investi atamndeferu ofwhich ma be made � to save hanvtless the City of Federal Way as to any claim (including costs, expenses, and where such claim arises ❑ ! of Yelie city, ding its otha¢es and employees,ay a" person, including the undersigned, and filed against the City of Federal Way, but only upon the accuracy of the information supplied to the city as a part of this application Owner/Agent: A14, % f Deter � ✓ ^L/ euln.o.Ar► H[vw 12/11/00 r— t Description 1=1j �r0 N00(f) qB '02j8 One D/F monument sign w/formed and embossed acrylic Construction NAME: faces. Upper copy color: Forest Green over white Bckg, Lt. Green underscore -both painted 2nd surface Lower copy: White reversed over Forest Green brkg. Cabinet color: Forest Green Concrete base by Lumiri-Art Signs. 41, steel pipe into footing Ui '!th (A )a rV� v 5; Ui cc :1. r no visibl& tb r� O z r tv 0 to 1 H z O N Ln to h4. = ZZ 35.S5ja M Northshore Automotive LOCATION: Northshore 24 guage sheet metal DESCRIPTION: construction FrontEtevation DATE: UL approved H 0- 1I/El:"a Ballast (s) 211x2"x3/16" angle iron lanscape plan, top view 1/4" scale beauty bark, shrubs; min.: 100 S.F. {c�hured C�rrU►I� basCi MAIWU SIGN TYPE (s) Monument SALESPERSON: David Bowen REVISION# FILENAME. northshorel.cdr SCALE: 112" =1' APPROVAL x PRODUCTION PRESENTATION ❑ PCRMIT ❑ usmun, VVIMV LrI A1YV LAYOUT ARE THE SOLE PROMTY OF LuM1N• ART SICNs INC. RE. PRODUCTiO,Y ONLY BY EXPRESSED WRITTEN PERMISSION OF LuMIN' ART SIGNS INC., OR A PAYMENT OF $500.00 FOR EACH APPLICATION OF ABOVE ARTWORK, (253) 933-2900 FAX (25.3) 0344372 TOLL FREE i-ann-o�S_aa�F I I 1 8 A Sr. SE AueuAN, WA 90002 Description One D/F monument sign w/formed and embossed acrylic faces. Upper copy ro orest Green over white Bckg, Lt. Green undersco -both painted 2nd surface Lower copy: White re ed over Forest Green bckg, Cabinet color: Forest Gree Concrete base by Lumin-Art s._ 4" steel pipe into footing .. • C R Sz RE11 p-�5 r" F 4' 91 I-, V) M N `0 00 z r r �nn � VJ Dy4 z 0 tJl CO 160 I5„ :- NAME: Construction N rth h o s ore Automotive LOCATION: Northshore 24 gunge sheet metal DESCRIPTION: coiq �truction Front Elevation DATE: H _ nnnrnved H 0 11/108 SIGN TYPE (a) / 16" Monument SALESPERSON: David Bowen REVISION' FILENAME: northshorel.cdr SCALE: 1/2" = V i------ I PRODUCTION PRESENTATION PCRMIT n DESIGN, CONCEPT AND LAYOUT ARE THE SOLE PROPERTY OF Lumw ART SIGNS INC. RE- PRODUCTION ONLY BY EXPRESSER WRITTEN PERMISSION OF I umv AM SIGNS INC., OR A PAYMENT OF $500.00 FOR EACH APPLICATION FAX (253) 4344.372 TOLL FREE I a5-Ba25 I I 1 6 A ST. SE Ausuaw, WA 90002 Description One Dl<monument sign wlformed and embossed acrylic faces. Upper Lt. Gri Lowei Cabin Concr 4" ste ,�n N r ro r 00 \ to OD NAME: Construction Northshore Automotive pL-DCATION'. 1 Northshore 24 guage sheet m DESCRIPTION: construction FrontEtevation DATE: UL appH.O. 11/ 09 Ballast>"sj SIGN TYPE (6) 2" x 2" x 3 / 16" Monument ' SALESPERSON: angle iron David Bowen .'`" REVISION# FILENAME: northshorei.cdr SCALE: 112' =1' APPROVAL x PRODUCTION ❑ PRESENTATION ❑ PERMIT ❑ UESIGN, CONCEPT AND LAYOUT ARE THE SOLE PROPERTY OF LUMIN• 4RT SIGNS INC. RE- PRODUCTION ONLY BY EXPRESSED WRITTEN PERMISSION OF LUMIN' AFT SIGNS INC., OR A PAYMENT OF $500.CC FOR EACH APPLICATIOK OF ABOVE ARTWORK, (253) 833-2800 FAX (253) 9344372 TOFREE I LL 25-8a25 I I 1 8 AST. SE AUBURN. WA 90002 Description One D/F monument sign w/formed and embossed acrylic faces. Upper copy color: Forest Green over white Bckg. Lt. Green underscore -both painted 2nd surface Lower copy: White reversed over Forest Green bckg. Cabinet color: Forest Green Cone rote b s b L ' A t S *ProPo�d ��r - L NAJ_5C� i n� �'r�t Construction ay y um is 1- r gn. 51 41' steel pipe into footing R] 94 hshOr MO. ' tive epair r r 24 guage sheet metal construction UL approved H.O. Ballast (s) NAME: Northshore Automotive LOCATION: Northshore DESCRIPTION: Front Elevation DATE: 11116M SIGN TYPE (S) 2" x 2" x 3/16" Monument angle iron'�r SALESPERSON: J Lm4bco J jJ arm, David Bowen REVISION#' loo r L3■ 3 y qj.-'o FILENAME: ' northshorel xdr �i lanscape plan, top view 1/4" scale ea bark,-shwbs; min.:100 S.F. SCALE: 112" =1' APPROVAL x PRODUCTION PRESENTATION PERMIT 13 DESIGN, CONCEPT ANC LAYOUT ARE THE SOLE PROPERTY OF Lumm. ART SIGNS INC. RE, PRODUCTION ONLY BY EXPRESSED WRITTEN t( PERMISSION OF LUMIN- /rr l7i ART SIGNS INC., OR A .�/ PAYMENT OF $500.0C FOR EACH APPLIcATIOI, AA �.G�✓t OF ABOVE ARTWORK, m t 1 IKM�Uw (253) 833-2800 1 ( C �� Ak (253) 939.4372 TOLL FIREE � , VIVO, VI 1 -800-925-8625 � R - r, LUIl7/Wya ?"L81 01 1 a 11 AUBURN, WA 98002 LuminwArt Signs Inc. 1118 A St SE Auburn, WA 98002 (253) 833-2800 Center Pole Installation - Base_ Calculations_ Calculation Factors 1. Height (H) 60" Width (W) 109' Area (A) S. f. 2. Design Wind Pressure (PSF) Exposure B = 90 9 4 Height above ground. P = PSF (see below) i6.7 x (A) 145 s� = 751.5 Lbs. Pressure (PSF) / Height Factor 0-20' =16.7 20' - 40' =19.0 40' - 60' = 23.8 60' -100' = 26.2 100' -150' = 30.9 150' - 200' = 33.3 3. Height to center of windload (H) 53� 4. Bending Moment (M) = (P) 751.5 x (H) q.5 = (M) 3391.75 Ft. Lbs 5. Section Modulus (Sx) = M x 12 =' 0.501 =1.9 1.33 x 16 x 1000 21290 Sx Definitions: 12 - Factor to change to inches 1.33 - Windload factor (UBC) 16 - Steel Standard Factor 1000 - Factor (Engineering) f9� ILDINGDEP ">r Base Schedule - - Standard Pipe Pipe Size Thickness Measure - A Measure - B Pipe Size Weight per ft. Sect. Mod. 2" .0154" 1' 6" 2' 2" 3.652 .5606 3" .216" 1' 6" 29611 3" 7.575 1.724 4" .>> .0257 1' 6" 3' 4" 10.790 IC.214 6" .290" 3 4' 6" 18.974 8.496 8" .277" 3' 5' 8" 23.554 16.81 10" .297" 3' 6' 10" 34.240 25.57 12" .330 4' 7' 1 A 12" 43.773 38.97 - A---- -.--- ----- ---- B Ax A - x B 3 ---..._....------------ Q0 1 INSTALLATION tips STUD INSTALLATION POSITION TEMPLATE templates are 25C NET per inch of letter height, $3 NET maximum per letter. Templates are recommended for all stud mount let- ters. Position and level template on surface, secur- ing with masking tape, DRILL 1/4" DIAMETER HOLES IN TEMPLATE Drill 1/4" diameter holes where indicated on template and into wall. Remove template from surface and clean out each drill hole with compressed air. Air vents on the drill or a turkey baster also work. �k� i• �t'i'� Y L INSERT STUDS INTO LETTER To prevent scratching, letters and studs are packed separately. Insert studs into the back of the first letter. Fill the holes of the first letter with silicone, spread silicone liberally on the studs of the first letter and push into place. Use mask- ing tape to hold the letters until the silicone cures. ga PAD INSTALLATION 1 Es3 (' 0 3F ��14i'riftL VYHiP STANDOFF Allow for a minimum of 1/8" between BUILDING 1)iEPr the back of the letter and the surface. Use a wood shim or match book to ensure that the standoff is the same for each letter. After the silicone has cured, For complete installation inslrucliom call for your Iree Technical Manual. r. CA are P all CO N 1 I� POSITION SPACING TAPE Spacing tapes are free UPON REQUEST. tapes show the general position of each letter only. Position and level Spacing tape on Sur- face, securing with masking tape. APPLY SILICONE TO FIRST LETTER With the Spacing Tape still in place, apply silicone liberally to all of the pads on the first letter. Position the letter on the surface where indicated on the Spacing Tape. i.A TAPE LETTERS TO SURFACE Use masking tape to hold the letter in place while the silicone cures. After the silicone has cured, remove both the Spacing and masking tape, I FLANGE INSTALLATION i One of the simplest methods of installation is the flange mount. Drill through the flange into the mounting surface and secure. Drill hole should be slightly larger in diameter than securing screw to allow for expansion :ind eonir:iriion, cc{ 1 we emWav tr�s cvrihfied by the fVatipnal Ins1'duta for AUTOMOTIVE. SERVICE r,XCELLENCE Let us ¢tionr i 0-.,3�r cme l is . " X to I (3g, Cam, Approved ' Auto Repair Prop, � S,,Tno - 18 - 0z16 FROM : SOUND ENGINEERING,INC.I PHONE NO. : 1 206 573 0040 Sep. 25 199B 02:15PM P1 SOUND ENGINEERING, INC civil • structural engineers • land planners Our File No.: 97109.10 September 25, 1998 Mr. Bruce Jepsen Public Works Inspector City of Federal Way 33530 1" Way South Federal Way, WA 98003 Project: Northshore Automotive Subject: Storm Pipe Change Request Dear Mr. Jepsen: This letter is to request the storm drainage pipe be changed from concrete to ductile iron pipe for the Northshore Automotive project. Please call if you have any concerns or comments. Sincerely, i Timothy D. Holderman, P.E. Principal Cc: Mike J. Donahue APPIROVE -- C1 YDFPED0W1',_ �( 1 I M 0 Parifir Avrni,r: \„1rA QnA Tarnmsl WA 9R4n7 • 0AI) 573.f1(14n • FAX 0..541 57ld1117. 09/25/98 FRI 15:11 [T%/R% NO 61151 CF of � VN),jw INSPECTOR'S REPORT Page 1 V of PROJECT NAME N S µ Ti f� "P (� DATE � 9 8 PROJECT NO. DAY: S M T(F) TH F S WEATHER: AM PM INSPECTORENGINEER CONTRACTOWS-EQ IPWNT CAN SITE lw CONTRACi�)R`5 PER5ONNE.L''''' M I fit: �o NAc �d �t PREVIOUS INSPECTION HOURS L�NTSICQMMUNICATIONWOBSERVATIONS Hours Of inspection R rt U� 5 ILL CA& C 1-2 P1 P157- A Q 1 FAQ C N ra 'T B c)-r5T7 L r BUMS l . ►J r P> C-0 L -b 1 ) K 4 0 'i- TOTAL INSPECTION HOURS TO DATE DES NO tNIA YES NO N/A TESC TRAFFIC CONTROL IN PLACE SIGNATURE DATE K:\FORMSWiSP.FRM 2 Page of INSPECTOR'S REPORT PROJECT NAME 1,,) 6 P-T'Hf-5 Fl b P L/v)—, 0 DATE PROJECT NO. DAY: S M T W TH F S WEATHER: AM PM INSPECTOR WQNM�I-llfftr . . . .... ...... . ON CONTRACTOWk ---- - ----- CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS ' � /CONMfUNICATJQNWOBSERVATIONS -rP- A, -J, 'lp- 0 4L -5 T L 0,) 1 -D '5 I D tF7-_Aj A L 75 A5 P C-p- PL-A r--1 -T'b 0 A 1/ -5 Qj cz�P-k L- -D P-j 0 i2EB -es 113 Q.D -F6 D A. L-us eAvseo - b net I ) 4 - M 0 C--'. 0 to/—/ tb n Q c5, Hours of hmpoction i TOTAL INSPECTION HOURS TO DATE M NO YES NO N/A TESL Hi TRAFFIC CONTROL IN PLACE SIGNATURE DATE K:XF0RMSUNSP.FRM C1 of j �� Page ! Zof INSPECTOR'S REPORT PROJECT NAME •�C? C 5l S �_ ;- PROJECT NO. INSPECTOR 16, LK0 ENGINEER DATE toLf-go DAY: SO T W TH F S WEATHER: AM ;' /k, t. PM i 1 CONTRACTOR'S EQUIPhU3NT ON SITE CONTRACTOR'$ PERSONNEL PREVIOUS INSPECTION HOURS Hers of hmpwfm CO TS/COMMUNICAnONSIOBSERYATIONS R rt S D?Is (K) d &k Q I,`-GD -rC> 5 JLKILAJf3A P- TOTAL INSPECTION HOURS TO DATE YES ND NIA YES NO N/A TESC TRAFFIC CONTROL IN PLACE r i SIGNATURE' / DATE K:WORMS\INSP.FRM Page k t" of INSPECTOR'S REPORT I PROJECT NAME N a t1s�-1 d. �� DATE PROJECT NO. DAY: S M T W TH F S WEATHER: AM PM INSPECTOR ENGINEER CONTRAC.TOR'S. EQUUNENT ON SITE ' ;3,,;i CONMACTOR'S PERSONNEL AA i PREVIOUS INSPECTION HOURS of Inspect COMMENTSlCOMMUNICATIONSIC3BSE[tVATIONS R C-- 1 1-5 1 I % 1 TZI P " IZA p 14ccog EN) -17k-fir c �1'3 I`� < TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO N/A TESC TRAFFIC CONTROL IN PLACE SIGNATURE DATE KAFORMSUNSP.FRM j Page 1-7 of INSPECTOR IS REPORT PROJECT NAME LL' I ';:; i4 4 P 1= A J 1 o DATE f o/ f L/ _5 0 r PROJECT NO. DAY: S M T W TH� S WEATHER: AM PM INSPECTOR f5 d —n C Pf) e%-- �j ENGINEER CONTRAC'lOWS. EQUiPMENT.ON SrM .: CONTRACTOR'S PMONNEi. PREVIOUS INSPECTION HOURS�� lioun of lwpwtian CONRvMNTSICOMMUNI.CAUONSIOBSERVAnON5 Clbr R rt TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE 1 SIGNA'I'TT]RE �� ° - DATE T K:�FORMS�IIdSP.FRM �, Page 18 of INSPECTOR'S REPORT PROJECT NAME 4��"� ��'Ji'� DATE PROJECT NO. DAY: S M TT W TH F S WEATHER: AM l PM INSPECTOR -{1 ENGINEER. CONTRACTOR'S EQLiRMENT ON SITE CONTRACTOR'S PERSONNEL M4K_C: VC)K� PREVIOUS INSPECTION HOURS HAPAn of hwpectim 4CdMMFNTSlCAMMUNICATiDNSI{3B5ERVATIONS Report) TO 113 -5--/ A L -6 1, � (-n Z_ s T- TOTAL INSPECTION HOURS TO DATE J/ YES NO NIA YES tl N/A TESC TRAFFIC CONTROL IN PLACE SIGNATURE • �� DATE K:�FORMSIWSP.FRM CRYOF G r Ed Page d S of INSPECTOR'S REPORT PROJECT NAME IQ 6 12-Tf -�ffD (--C A 0 I U PROJECT NO. INSPECTOR r� � S ENGWEER DATE 01st 1 DAY: S M T E H F S WEATHER: AM PM CONTRACTt]R'S EwanvnwT ON Sif'E C[7NTRA..h. `.S PERSONNEL Zvi � I�� ► � PREVIOUS INSPECTION HOURS Hours of Iaspectim COhO4E ITSfCOMMUNICATIONSIOBSERVAnONS Report) iL4D C. D MI le- L IP AT C A �J0-r CloQ5 O k)l ' 1 -6,FFI M 21 W I`rH 6 (.)-T -Pk-t 5 1('r7 �l i h P--1 D D fA i D c�j 6 U t-l) e—: QE AKJ ID Q)APLY PJ c_-t TOTAL INSPECTION HOURS TO DATE C� YES NO LNIA YES NO I NIA TESC TRAFFIC CONTROL IN PLACE SIGNATUR'EF---/ DATE KAFORMS\DlSP.FRM CRY OF G ■ Page W of INSPECTOR'S REPORT PROJECT NAME S H W A 0 fo DATE 1 G 1 z 7 /(),ce, PROJECT NO. DAY: S M T W TH F S WEATHER: AM PM INSPECTOR 0 i -3 `? -�� ENGINEER ..CONTRACTOR-S EQUH%IENT ON SITE CON' RACTOR'$ PERSONNEL rol Inc pom/\t4GA l . PREVIOUS INSPECTION HOURS Hours of Inspactivze 4CZiMMENTSlCC3MMUNICATIDNSIOBSERYATiONS R rt 0 AT!!D N tJD P 3 . S N (6H-r TW ejc �5 S (,Ll44T-C AD !>, CG - . 5[ tWS 5 �jQ tP— o5 ,N-8 6 u T' GU - C� `r7r6Z (N S i A LL- I M C4-0D TOTAL INSPECTION HOURS TO DATE%. YPS NO N1A 'YES NO N/A TESC TRAFFIC CONTROL IN PLACE �1 SIGNATURE / DATE K:NFORMSUNSP.FRM Page of INSPECTOR'S REPORT PROJECT NAME �-�I`� f"� DATE Iz PROJECT NO. DAY: S I T W TH F S WEATHER: AM PM INSPECTOR a 6 pst � ENGINEER CONTRACTOR'S. EQUIPMENT ON .SITE CONTRACTOR`* PERSONNEL 8 �eE 0 d ►J AH t.l PREVIOUS INSPECTION HOURS Hours of k5pwtion COMMF-NTSICOMMUNICATIONWOBSERVATIONS ... ' Report) 75c-7QPk(- 71,mc� 5M t Y-6 J �V 0 L i -i H-r 14 tlP C CaN)c P-E-7--re W b le- 0tj- t i TOTAL INSPECTION HOURS TO DATE l YES NO NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE 176Aq- SIGNATURE DATE K:�FORMS�IIdSP.FRM Page 2—, INSPECTOR'S REPORT PROJECT NAME �wl�ao�. DATE 1 r PROJECT NO. DAY: S M} W TH F S WEATHER: j� Q ,1 PM INSPECTOR D . � s I " ENGINEER CONTRACTOR'S EQ +1T ON SITE CONTRACTOR'S PERSONNEL rA t4 (A!� PREVIOUS INSPECTION HOURS Houma of lwpocfim 4ENTSICOMMUNICAnONS!OBSERVATIONS -57 k h,a C rl I-KAFE&-� i-, -� P n w C: `ire G�J- i) L, D Do 6 14 riep No T -M cg-F6 m� --tr\ LAA ik !C ►r D2—A I k .i K 67 CZ. G4-1 D P— TESC TOTAL INSPECTION HOURS TO DATE YES NO I N/A YES NO NIA TRAFFIC CONTROL IN PLACE SIGNATUR�)— �' � 'DATEKAFORMSUNSP.FRM INSPECTOR'S REPORT PROJECT NAME LC LTH PROJECT NO. INSPECTOR f C- ytJ ENGINEER Page of DATE - - DAY: S M T W TH F S WEATHER: AM PM CONTRAC'iOWS EQUHYMENT ON .S1iE LMACTDR `5 PERSONNEL PREVIOUS INSPECTION HOURS TOTAL INSPECTION HOURS TO DATE ! �_� YES NO LNIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE SIGNATURE DATE K:kFORMSUdSP.FRM VN> INSPECTOR'S REPORT Page of PROJECT NAME -e� DATE f 9 PROJECT NO. DAY: S M T W TH (F) S WEATHER: AM PM INSPECTOR ENGINEER - CONTRACTOR'S EQUMAENT ON SITE --------------- CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS Hours of hupmfion COMMENTS/COMMUNICA'nON&IOIMERVATIONS Clb-s R A =L C, K i\J E�fS-D -M _6 L L T co Q C, iat:;; 01) 0J P C. TOTAL INSPECTION HOURS TO DATE N/A TESC YES I NO N1 TRAFFIC CONTROL IN PLACE YES ILO+ SIGNATURE DATE K:\FORMS\INSP.FRM Page 7 of INSPECTOR'S REPORT PROJECT NAME - J 0 r:--rH 514 d P— I DATEO C) ) PROJECT NO. DAY: S M�TT W TH F S WEATHER: AM PM INSPECTOR . �_ 5 �l ENGINEER CONTRACTOR'S LQ�NT ON SITE NTRACTCiA`S PERSONNEL PREVIOUS INSPECTION HOURS Hmm of Inspecti[m CobfmENTSICOMMUNIC�A.'ITONS/OBSERVATIONS (This Regport) i �-6-P P`-12--t\ 1 U 1j �--v - S l [>r_6AJ ( I-d--- �dtiJt 1 s', STILL S� -r- tjQ s QT�_ I'/-t" P F\c IJ NA -T G 0 0 Z C a 1J C e U' t c� � t t� fly �►� G�= CA A N - 'r) TOTAL INSPECTION HOURS TO DATE 13-� YES NO NSA YES NO N/A TESC TRAFFIC CONTROL IN PLACE SIGNATUIM / DATE K:\FORMS\lNSP.FRM cm'eF G Page 21& of INSPECTOR'S REPORT PROJECT NAME DATEo PROJECT NO. DAY: S M T` W, TH F S WEATHER: AM -^i PM INSPECTENOINEER CO NTR ;CTCIR'S EQUMff-NT ON sm CONTRPtCTOR'$ PERSONNEL, PREVIOUS INSPECTION HOURS, Beam of Wpec,-tion CON MENTSICOMMUNICATION NATI.ONSf R rt re r Z - , G4 r 0 a .'� TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE SIGNATURE `DATE' K WORMSUNSPYRM = OF(G Page 3of INSPECTOR'S REPORT PROJECT NAME Or�fxs�yr DATE �� e_ PROJECT NO. DAY: S ),7f)T W TH F S WEATHER: AM S INSPECTOR ENGINEER �;, ,• R:. p' UIPMENT ON SITE : Ad CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS % Haul of hmpmtim COMMENTS/COMMUNICA'nDNS/OBSERVATIONJS Clbis R C�A� � r" eft C �!J r (� Y d�' • n .a, .S' s a�' � / / .�r� �/ti -e_ I I yC � O yC A/J/ � i"' H C 4 /• L 'ApIf t V' I! f Y' A 4> r G E .r !LpdLA ' ea c 4 TOTAL INSPECTION HOURS TO DATE / YES NO NIA YES NO NIA T'ESC TRAFFIC CONTROL IN PLACE SIGNATURE DATE K:\FORMS\IKSP.FRM a Page Z of INSPECTOR'S REPORT PROJECT NAME Al, r7`T ,/r• vc, A,& DATE 1 /117� 9c PROJECT NO. DAY: S M ©W TH F S WEATHER: AM OC 5 % PM INSPECTOR l0 , f TT ,AT,e,I ENGINEER CONTRACTOR'S EQiTiPA+IENT ON SM CONTRACTOR'$ PERSONNEL PREVIOUS INSPECTION HOURS COMMF.NTSICOMMUNICATIONS/OBSERV ATIO NS YES NO NIA TESC Hours of Jmpection TOTAL INSPECTION HOURS TO DATE TRAFFIC CONTROL IN PLACE YES NO t+T1A / /, rl� g SIGNATURE DATE K:XFORMS\lKSP.FRM INSPECTOR'S REPORT PROJECT NAME A1,.7 r ZL-4 ff 4r. r A-, PROJECTNO. INSPECTOR AZ , k P�v— ENGINEER Page Z �of DATE DAY: S M T WO TH F S WEATHER: AM 4 CI- -T PM yG G. p CONTRACTOR'S EQUMvIENT ON SITE NTRACT4R`S PERSONNEL PREVIOUS INSPECTION HOURS f CIH COMMENTSICOMMUNICATIONStOBSRVATIONS ! Eghis Remrt) YES NO N/A TESC f TOTAL INSPECTION HOURS TO DATE / TRAFFIC CONTROL IN PLACE YES Na I N/A ' ru ,i° rr SIGNATURE DATE` K:\FORMS\INSP.FRM cmoF G ■ Page 310 of INSPECTOR'S REPORT PROJECT NAME DATE �)/-9- b PROJECT NO. DAY: S MCT) W TH F S WEATHER: AM PM INSPECTOR ENGINEER CONTRACTOR'S EQUIPMENT ON SITE: CONTRACTOR'S PERSONNEL. VA P0,,J , PREVIOUS INSPECTION HOURS Ig Hmm of impecstiM C{3I► N ENTSICOMMUNiCATIONS/OBSERVATIONS 9bis R rt LA2 N S �f tk L L TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE SIGNATURE � ATE K:%FORMSMIIdSP.FRM CRY OF G � E� Page ? I of INSPECTOR IS REPORT PROJECT NAME /►'O -1 h.Sh4lc- DATE PROJECT NO. DAY: S M T W®TH F S WEATHER: AM _ PM INSPECTOR (.r/- / G; rN� ✓ ENGINEER CONTRACTOR'S EQUHgvIENT ON SITE CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS Hours of Iugw6on CONUAENTS/COMM/UNICA'IIONS/OSSERVATIONS {' a J �3 tl �nC . /f7�- COI.< �r� ) [.f e/� iLe C ��/. (c �'cr•aG r a �*— TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE SIGNATURE DATE K:\FORMS\IINSP.FRM N crry of G • w Page? of INSPECTOR'S REPORT PROJECT NAME A O ►^ tA,5-4-7 -t. DATE /,F PROJECT NO. DAY: SMTWTHr 0 S WEATHER: AM C a PM INSPECTOR r J �[ r.� ENGIITEER PREVIOUS INSPECTION HOURS: , Hours of Iaspectiaa CON04E.ir� TSICOMMUNICATIONS/OBSERVATIONS L C Oki P-Ae- e.111 Y'Ir 11 ' ,.S - ' TOTAL INSPECTION HOURS TO DATE YIDS NO NiA YES NO N/A TESC TRAFFIC CONTROL IN PLACE r /2 I//�B SIGNATURE DATE ` K:\FORMS\INSP.FRM Cej161IF INSPECTOR'S REPORT PROJECT NAME W Oe--T-rA 750a % NO-1-0 PROJECT NO. INSPECTOR b . �:Yc-P-5 t -►-� ENGINEER DATE DAY: S WEATHER: Page of M�W TH F AM PM S CONTRACTOR'S EQUBnvMNT.ON SITE CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS umn Of I �iax� CONLMENTSICOMMUMCATIDNS/OBSERVATIONS R r TOTAL INSPECTION HOURS TO DATE�� YES NO NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE SIGNATURE _ r DATE K:\FORMS\INSP.FRM Cmr OF � �?V Fry Page 1-F of INSPECTOR'S REPORT PROJECT NAME �� -r{-i 5 ri a DATE LZ- 2 f 5 .C) PROJECT NO. DAY: S M T W TH eDS WEATHER: AM PM INSPECTOR i.�. `l ENGINEER CONTRACTOR'S EQLIP`MENT ON SITE CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS Ilotm of hupectim ii-COWvMNTSICO-MMUNICATIONSIOBSF-RVATIONS Report) 4A del \ ,5C. ❑ [ _ 17 `1 5 l t-� c-e 1 f '7 1 'S L-(3 P a c.-a t,� 6 ' N a LEE YES NO NIA TESC TOTAL INSPECTION HOURS TO DATE 2 YES NO NIA TRAFi� CD OL IN PLACE .fit K:\FORMS\INSP.FRM SIGNATURE DA cm OF G Kl%� FAY INSPECTOR'S REPORT Page � < Of PROJECT NAME DATE I' i} PROJECT NO. DAY: S M T W F S WEATHER: AM PM INSPECTOR F-'S (5 ENGINEER CONTRACTOR'S EQUIPMENT ON SITSE. CONTRACTOR'S PERSONNEL:.: . PREVIOUS INSPECTION HOURS Ho am of Inspection CON"dENTSICOMMUNICAnONS/OBSERVATIONS R rt C �a C> u c--r k L. 1p t) lob < HH V .:,:: vvkk � i°"v DA-`r 4 TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO N/A TESC TRAFFIC CONTROL IN PLACE yw, le" SIGNATURE .---/ DATE K:\FORMS\IKSP.FRM DATE: CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM OF REVISION July 22, 1997 Community Development Review Committee (CDRC) Members Greg Brozek, Fire Marshal's Office, KC Fire District #39 Mary Young, Lakehaven Utility District` Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 sets for engineering and traffic review) Brian Wilson, Police Services Deputy Director PROJECT PLANNER: Deb Barker PRONE: 661-4103 PLEASE RESPOND BY : Aug. 1, 1997 (14 Days is Aug. 4) Is the application complete??? FILE NUMBER: SEP 97-0025, UPR 97-0021 PROJECT NAME: Northshore Automotive Shop PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way REVISION DESCRIPTION: Revisions to the SEPA and Site Plan application as follows: *New Survey prepared by Warren Lay dated 1/19/94 *New Site plan prepared by Bobbie King (undated) *Revised SEPA Checklist dated 7/21/97 Please respond: Is the application complete?? CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: May 13, 1997 TO: Community Development Review Committee (CDRC) Members Greg Brozek, Fire Marshal's Office, KC Fire District #39 Mary Young, Lakehaven Utility District Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 sets for engineering and traffic review) PROJECT PLANNER: Deb Barker PHONE: 661-4103 PLEASE RESPOND BY: May 29, 1997 FILE NUMBER: SEP 97-0025, UPR 97-0021 PROJECT NAME: Northshore Automotive Shop PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way PROJECT DESCRIPTION: SEPA and site plan review for construction an automotive and RV engine repair shop in a 2 - level 4,000 square foot building with office and waiting space, a drive through canopy, 17 parking stalls, a bioswale and landscaping on a 35,116 square foot lot, with BN zoning. Proposed access from 21st Avenue SW. PROJECT CONTACT: Michael J. Donahue, BP Oil 2100 SW 356th Street Federal Way, WA 98023 (206) 838-9142 or 419-0773 BACKGROUND: Project reviewed under PRE 96-0050 conducted on 12/12/96. Please find Checklist, pages C-1 thru C-5, Elevations, landscape plan. SEPA: Required due to size of building. PLEASE COMMENT.- IS THE APPLICATION COMPLETE?? «rraF � • ED tJ P J-a'I -0 0,Z4 APPLICATION NO. AIASTF LAND USE APPLICAT10N DEPARTMENT OF COMMUNITY DEVELOPMENT 33530 Ist Way South*Federal Way, WA 98003 Date .5 —<,2 - � 7 Agent Name of Applicant Michael J Donahue Owner Michael J Donahue 2100 SW 356th Federal Way, WA (206)838-9142 Address _ -ph ek a Signature Owner Name/Address Michael J Donahue p hone (if different than applicant) 354061---21st :AVe�`SW_-.. : r; :. r; 3r (�802-. ='- Property Location (206)419-0773 Kroll BN gone Legal Description -;A Portion of the NE 1/4 of Sec. 25 T 21 N. R 3 EWM .. i Project Description Automotive Repair Shop � Parcel Number(s) 252103-9032 _a 4 wpY 60- MAS—MRLA.F G1ry� tL�1N� u`" Type of Permit Required: SEPA Notice Sign Site Plan Review Mailed Bnard R _ Land Surface Modification R R Boundary Line AdUustment Binding Site Plan R R R Short Subdivision Subdivision R R R Shoreline R R Variance R R R Conditional Use R R R Use - Process I R R Use - Process II R R R Use - Process III R R R Quasi -Judicial Rezone R R R Variance R* R R Comp. Plan/Rezone R R Annexation R R Lot Line Elimination *Pre- Application Meeting R = Re aired * = Optional by C' PM Vek q0 000 , 2ygv CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM OF REVISION DATE: May 23, 1997 TO: Community Development Review Committee (CDRC) Members Greg Brozek, Fire Marshal's Office, KC Fire District #39 Mary Young, Lakehaven Utility District Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 sets for engineering and traffic review) Brian Wilson, Police Services Deputy Director PROJECT PLANNER: Deb Barker PHONE: 661-4103 DRC is scheduled for: W 29, 1-991- AvvI�_ -j v w 7 FILE NUMBER: SEP 97-0025, UPR 97-0021 PROJECT NAME: Northshore Automotive Shop PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way PROJECT DESCRIPTION: Attached please find C-2 and C-4 revisions for your Northshore Automotive packet. These revisions contain a cross section of the roadway (C-4) and the location of the cross-section (C-2). 10/26/95 13:36 X 1 206 824 2881 4%WWpoor-- -- 0 wa k►t :.�r+a m��d �+ T 90C Sys t+�'; ��'00 �+ i ■.� e x t� I� j AS oil 0 * a O ♦ f �, 4 �� + E$ r�F /��46 s r .b. LK ADO 10 Vj i1wto i' tr { ` V 30 .. T4 OF 'ter �rti jw It g a ,e + sw .SSA tj � ice. ilow 34 E 4 e 36 34 i CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: November 18, 1996 TO: Community Development Review Committee (CDRC) Members Greg Brozek, Fire Marshal's Office, KC Fire District #39 Mary Cossette, Lakehaven Utility District Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 sets for engineering and traffic review) PROJECT PLANNER: Deb Barker PHONE: 661-4103 PLEASE RESPOND BY: December 5, 1996 (internal), December 12, 1996 (with applicant) FILE NUMBER: PRE 96-0050 PROJECT NAME: Northshore Automotive Shop preapplication PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way PROJECT DESCRIPTION: Construct an automotive repair shop in a 2 - level 4,800 square foot building with office and waiting space, a drive through canopy, 7 parking stalls, a bioswale and landscaping on a 35,116 square foot lot, with BN zoning. Proposed access from 21st Avenue SW. PROJECT CONTACT: Michael J. Donahue, BP Oil 2100 SW 356th Street Federal Way, WA 98023 (206) 838-9142 or 419-0773 BACKGROUND: Site has been reviewed under Butz Office Building, SPR 94-0006 PRE 93-0060. Current proposal contains several siting requests that may require administrative and/or variance approval. (Refer to November 1996 letters from applicant.) SEPA: Required. NOTES: Meeting with applicant is on Dec. 12, 1996 at 10:00 A.M. cr;OF �_ MASTE. -,AND USE APPLICATION E V�? FiY DEPARTMENT OF COMMUNITY DEVELOPMENT ""'" Is i vr=�.33530 lit Way Soul itpcdcrni Way. WA 98003 C�) - r Date November 14, 1996 _ �' '' APPLICATION NO. .9 DEPT �� Agent Name of Applicant Michael J Donahue Owner SAME Address 98023-3058 Signature Owner Name/Address hone (if different than applicant) Property Location - 39406 21 st Avp SW Federal - way - Kroll LegalDescriptioa- SEE ATTACHED Project Description _ Northshore Automotive Shop , (�j Lgy�C�` (1�`& w, - - Parcel Number(s) MASfERL\.P^ Type of Permit Required: SEPA _hPcklist Notice ]ailed Sign Site Plan Review R R goArd Land Surface Modification R R Boundary Line Adjustment Binding Site Plan R R R Short Subdivision Subdivision R R R Shoreline R R Variance R R R Conditional Use R R R Use - Process I R R Use - Process 11 R R R Use - Process III R R R Quasi Judicial Rezone R R R Variance R* R R Comp. Plan/Rezone R R Annexation R R Lot Line Elimination -Pre-Application Meeting R Required * = d tuna[ 5 Ci! Order No. 283066 A.L.T.A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the county of King, state of Washington, and described as follows: The north 125 feet of the following described tract: The west half of the southwest quarter of the northeast quarter of the northeast quarter of Section 25, Township 21 North, Range 3 East, W.M., in King County, Washington; EXCEPT the west 30 feet conveyed to King County for roads; AND EXCEPT the east 20 feet of the west 50 feet of said subdivision conveyed to King County for 2ist Avenue Southwest by instrument recorded under King County Recording Number 62736081 END OF SCHEDULE A 2. eOFJC.�PUBLIC WORDS Y DEPARTMENT FAX TRANSMITTAL MEMORANDUM TO: Date: FAX #: ';L S 3 -573 - O NUMBER OF PAGES 1 (Including Memo Sheet) FROM: Julie A. Venn, Engineering Plans Reviewer Phone: 661-4125 Fax: 661-4129 OFFICE OF: Development Review r - &6 96 - 0/9/ - V� - ,� d - k r. FROM : SOUND ENGINEERING,INC.I, PHONE NO. : 1 206 573 0040 Jun. 17 199E 09:54AM P1 FAX Date June 17, 1998 Number of pages including cover sheet To: Julie Venn City of Federal Way Phone Fax Phone CC: Julie, 253-6614125 253-6614129 3 Sound Engineering, Inc. 1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 From: Seabrook Schilt Project: Northshore Automotive Frontage Improvements Our Project#t: 97108,10 Phone Fax Phone `:"'w'a'...'!..:.,+wed"•,.•.,u��-�C.:.m.+w..�v"'::'TJ .__.rw...�v �- ..»M`S=.F.r.� .W ,y�X- ❑ Urgent ❑ For your reviewM1 ❑ Reply ASAP 2.53-573-0040 253-573-0142 ® Please commenE I am addressing some of the redlines on the Northshore Automotive plans. One of your comments was that a sediment trap was required. This is a very small site and 1 believe the KCSWDM does not require a trap_ Please review the attached sheets from the manual and let ine know if you agree. Also putting in the oil water separation at the location recommended is very difficult due to a lack of pipe cover_ We can proposed a structure at the start or end of the bioswale. The manual has always been a bit vague on whether a separator should precede the bioswale or not. Since the structure will be protruding from the grades proposed we would like to put it at the downstream end. Otherwise the structure will be sticking up above the driveway and will be unsitely. Is the downstream location OK. Thanks, Seabrook Schilt, P.E. 06/17/98 WED 10:51 [Tg/RX NO 95471 FROM SOUND ENGINEERING, I NC. I ,_� PHONE NO. : 1 206 573 0040 ,.-� Jun. 17 199E 09: 55AM P2 KING COUNTY, WASRINGTON, SURFACE WATER DESIGN MANUAL 5.4.4.2 CONSTRUCTION ROADIPARKING AREA STABILIZATION cps Code: CRS Symbol: Purpose To stabilize subdivision roads, panting areas, and other on -site vehicle transportation routes immediately after grading in order to reduce erosion caused by construction traffic or runoff. Conditions of Use Wherever roads or parking areas are constructed, whether permanent or temporary, for use by construction traffic. 2. Fencing (Section 5.a_ 1) shall be installed, if necessary, to limit the access of vehicles to only those roads and parking areas that are stabilized. Design and Installation Specifications A 6' depth of 2'-4' crushed rock, gravel base, or crushed surfacing base course shall be applied immediately after grading or utility installation. A 4' course of asphalt treated base (ATB) may also be used or the road/parking area can be paved. It may also be possible to use cement or calcium chloride for stabilization_ If the area will not be used for permanent roads, parking areas, or structures, a 6' depth of hog fuel may also be used, but this is likely to require more maintenance. Whenever possible, construction roads and parking areas shall be placed on a firm, compacted subgrade. 2. Temporary road gradients shall not exceed 15 percent. Roadways shall he carefully graded to drain transversely. Drainage ditches shall be provided on each side of the roadway in the case of a crowned section, or on one side in the case of super elevated section. Drainage ditches shall be designed in accordance with the standards given in Section 5.4.6.3 and directed to a sediment pond or trap. 3. Rather than relying on ditches, it may also be possible to grade the road so that runoff sheetflows into a heavily vegetated area with a well -developed topsoil. Landscaped areas are not adequate. If this area has at least 50 feet of vegetation, then it is generally preferable to use the vegetation to treat runoff, rather than a sediment pond or trap. The 50 feet shall not include vegetated wetlands. If runoff is allowed to sheetflow through adjacent vegetated areas, it is vital to design the roadways and parking areas so that no concentrated runoff is created. 4. In order to Control construction traffic, the county can require that signs be erected on -site informing construction personnel that vehicles, other than those performing clearing and grading, are restricted to stabilized areas. Maintenance Standards 1. Crushed rock, gravel base, hog fuel, etc. shall be added as required to maintain a stable driving surface and to stabilize any areas that have eroded. 5.4.5 SEDIMENT RETENTION Minimum Requirement 5 Surface water collected from disturbed areas of the site shall be routed through a sediment pond or trap prior to release from the site. An exc9 Lion is for areas at the perimeter of the site ilh drairigge areas small enough to be treated solely withperimeter protecuon ection 5.4.31. Also, if the sails an topagrap y re suc tat no o -site discharge of surface water is anticipated up to and including the developed 2-year, 24-hour design storm, sediment ponds and traps are not required. No discharge up to and including the developed 10- year, 24-hour design storm shall be required if the project size, expected timing and duration of 06/17/98 WED 10:51 [T-X/RX NO 95471 FROM : SOUND ENGINEERING,INC.I PHONE NO. : 1 206 573 0040 Jun. 17 199E 09:55AM P3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 5.4.3 PERIMETER PROTECTION Minimum Requirement 3 Perimeter protection to filter sediment from sheetwash shall be located downsiope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips, as well as more conventional, constructed measures, such as silt fences. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on -site. Purpose The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all, sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is very small (see below). When to Install Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use There are three perimeter protection measures in this section that can be used to satisfy the minimum requirement: silt fence, brush barriers, and vegetated strips. These measures can be used interchangeably. If surface water is collected by an interceptor dike/swaie and routed to a sediment pond or trap, there is no need for the perimeter protection measures specified in this section. Criteria for Use as Primary Treatment At the boundary of a site, perimeter-protectton may Fie used as the sole tom+ of itrasatum wher�t_i� flow par_�s rha rsirasia listed below. if theso criteria are not met, perime er protection shall only be used as a backup to a sediment trap or pond. Average Slope Flow Path Length 1.51-1-1 V or less 100 feet 2H:1 V or less 115 feet 4H:1 V or less 150 feet H:1 V or le!. s 200 feet r e4_4 e :5 or less ee aU 5.4.3.1 SILT FENCE Code: SF Symbol: Purpose To reduce the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must- be conveyed through the drainage system to a sediment trap or pond. The only circumstances in which overland flow can be treated solely by a silt fence, rather than by a sediment trap or pond, is where the area draining to the fence is small (see introduction to this section), and the average slope is not more than 1.5H:IV. 06/17/98 WED 10:51 [TX/RX NO 95471 MY OF 1; Frl000r PUBLIC WORKS DEPARTMENT PROJECT CONSTRUCTION SIGN OFF CHECKLIST rb-t Project Name: , ., '—J A Project No.: BL C' A Circled items need to be addressed. Date: Checked items are complete. Reproducible mylars received. (photo mylar) 5 sets of prints received. Performance/Maintenance Bond or Assignment of Funds document received. Bond amount: $ License completed. $9.00 recording check for License received, payable to KC R & E. 4. Check for Administrative Deposit received (req. for bond or assignment of funds). Cash Deposit amount: $ 2, 20S -00' Up to $20,000 5 % of Bond (minimum $100) $20,001-$50,000 4% of Bond $50,0014100,00 3% of Bond $100,001 and up 2-1/2% of Bond devrev\Checklis\signoff.ckl Revised 05/27/97 1 Grading permit fee paid. 50 cy. or less 51 to 100 cy. _ 101 to 1, 000 cy. - 1,001 to 10,000 cy. 10,001 to 100,000 cy. 100,001 cy. or more $15.00 $22.50 $22.50 for first 100 cy. plus $10.50 for each additional 100 cy. or fraction. $117.00 for first 1,000 cy. plus $9.00 for each additional 1,000 cy. or fraction. $198.00 for first 10,000 cy. plus $40.50 for each additional 10,000 cy. or fraction. $562.50 for first 100,000 cy. plus $22.50 for each additional 100,000 cy. or fraction. Grading quantity (cy): Grading fee amount: $ Public Works Plan review fee paid. Plan review fee amount: $ 7. ALL Traffic mitigation fee paid. Traffic mitigation fee amount: $ 8. ]l' Storm drainage mitigation fee paid. Storm drainage mitigation fee amount: $ 9. WSDOT approval received. 10 11. Planning Department approval received. Wetland mitigation bonds received. Bond Amount: $. 12. Certificate of Insurance provided, naming City as insured. Amount: $1,000,000.00 prior to scheduling preconstruction. �. 13� Payment of Public Works Inspection Deposit. Depositamount:$ Deposit: Small/Med Commercial (0 to 50,000s.f. Bldg) $1000110,00081. Large Commercial (>50,000s.f. bldg) $5,000 +$500/each additional 10,000s.f. over 50,000s.f. Subdivisions $200/lot Grading & Filling, Land Surface Modification $200.00 devrev\Check1is\signoffA1 Revised 05/27/97 2 PRECONSTRUCTION MEETINGP�iJI7Gt� r �Cv; �' ,� to !CSb t2 cl; 1. Preconstruction meeting scheduled. 2. Building Department notified. 3. Planning Department notified. 4. Fire District notified. 5. Approved plans issued. 6. Copy of Preconstruction Checklist provided to contractor. CONSTRUCTION ACCEPTANCE 1. Final Inspection/ issuance of Final Punch List. 2. Final Punch List items completed. 3. Right -of -Way dedication deed recorded. Recording no.: 4. As -built drawings received and approved. 5. Inspection fees paid. $35.00/Hr. Amount $ (deposit amount date ) 6. As -built review fees paid. $40.00/Hr. Amount: $ 7. Project Completion Notice issued/ Partial Release of Bond form completed/ Partial Administrative Cash Deposit Release FINAL ACCEPTANCE 1. Maintenance inspection 2. Maintenance punch list items issued. 3. Maintenance punch list items completed. 4. Inspection fees paid. Amount: $ 5. Maintenance bond release letter issued/ maintenance bond release form completed/ full release of Administrative cash deposit. devrev\Checklis\signoff.ckl Revised 05/27/97 3 Cu��AUNfTYDEVELOPMENNTDE ARTMENT AN — 9 19 IN,ORMATION SHEET for AGREEMENT & PFRMRMANCFJA1A1K1ENANCE BOND Applicant: Nature of Applicant's Entity (e.g., Corporation, General Partaershi , Lirofid Partnership, individual, etc.) State of Incorporation (If a Corporation): Name and Title of Individual Signing oz Applicant's Phone No.: q3e— Z Applicant's Address: Project Name: Property Address: _.2 ��% d�� - l Azle Permit #:L� — Bond Amount: 7 — Cash Deposit Amount: Bond Company Name: Bond Company Address & Phone No.: fT �jI1 �C U ( ( f•', , ��7 S �2 /Q�� Bond Company's State of Incorporation: ` Nature of Bond Principal's Entity: 61rn Corporation, General Partnership, Ltd. Partnership, etc.) Bond Principal's Name: A? (C,& � ' , Title of Person Signing on Behalf of Bon��d,,��P,,rincipal: Bond Principal's Address & Phone No?.: � Property Owner's Name if Individual: & Spouse: _ Yj Aa412/,t/I� Prorietary then WAr Description of Work: 0 x 'Sr �P 7n �Yu� � �r Il gl` 4 [P / � � �i Legal Description: 4. The land referred to in this Policy isdescribed as follows: The north 125 feet of the following described tract: The west half of the southwest quarter of the northeast quarter of the northeast quarter of Section 25, Township 21 North, Range 3 East, W.M., in King County, Washington; EXCEPT the west 30 feet conveyed to King County for roads; AND EXCEPT the east 20 feet of the west 50 feet of said subdivision conveyed to King County for 21st Avenue Southwest by instrument recorded under King County Recording Number 6273608. Applicant: MJD Construction & Excavation, L.L.C. Project: Northshore Automotive Property Address: 35406 - 21 st Avenue SW Federal Way, WA 98003 Bond #: Permit#: BLD98-0141 Bond Amount: $73,506.00 Cash Deposit Amount: $2,205.00 CITY OF FEDERAL WAY AGREEMENT AND PERFORMANCE/MAINTENANCE BOND THIS AGREEMENT ("Agreement") is dated effective this 15th day of June, 1998. The parties ("Parties") to this Agreement are the City of Federal Way, a Washington municipal corporation ("City") and MJD Construction and Excavation, L.L.C., a Washington State Limited Liability Ccompany ("Applicant"). A. The Applicant is required to perform certain work and/or complete certain improvements, including on site grading and filling and erosion control, and installation of stormwater facilities, curbs, gutters, sidewalks and right-of-way improvements, located in Federal Way, Washington in connection with Applicant's Land Use Application under the above -referenced permit number ("Permit"); B. The improvements will be constructed or the work performed in accordance with record drawings and approved plans on file with the City ("Plans"); C. The City has determined that the Applicant must post security with the City pursuant to Sections 22-146 through 22-159 of the Federal Way City Code ("FWCC") as now existing or hereafter adopted or amended, to guarantee Applicant's performance of the required construction of improvements or performance of work, maintenance or repair in accordance with the Plans as a condition of granting the Permit. NOW, THEREFORE, the Parties agree as follows- 1 . Imp_rQvements. Applicant shall construct all improvements and perform all maintenance pursuant to the Plans, to the City's satisfaction ("Work"). The obligation to maintain the improvements shall continue for a period of two (2) years after issuance of the certificate of occupancy or final inspection, or such longer period as required by the FWCC or other applicable law, rule or regulation. 2. Completion of Work. The Applicant shall complete the Work to the City's satisfaction, within the time period prescribed by the City, and in full compliance with the Plans, including any approved amendments thereto, and in conformance with all applicable laws, rules or regulations. 3. Performance/Maintenance Bond. Applicant shall deliver the fully executed Performance/ Maintenance Bond to the City in the form attached hereto as Exhibit "A" and incorporated by this reference ("Bond"), to guarantee Applicant's performance of the construction of the improvements and/or maintenance of the improvements pursuant to the Plans. 4. Release of Bond. If the Principal constructs the improvements in accordance with the terms of the Bond, the Permit and all applicable law, the sum of the Bond shall be reduced by seventy percent (70%) after final inspection and approval of the improvements by the City and the City will deliver to Principal the fully executed Partial Release of Bond attached hereto as Exhibit "B". Except as set forth in the preceding sentence, the Bond shall remain in full force and effect. That portion of the Bond equal to thirty percent (30%) of the original penal sum shall remain in full force and effect for two (2) years after final inspection and approval, as a maintenance bond to guarantee against defective materials and workmanship in the construction of the improvements and to insure continued maintenance of the improvements. Two (2) years after final inspection and approval of the improvements and performance of the maintenance, the City will release the remaining portion of the Bond by executing and delivering to Principal the Full Release of Bond attached hereto as Exhibit "C". 5. Right to Complete Work. In the event the Applicant fails to perform the Work, the City may, but in no event is it obligated to, request the disbursement of the Bond from the surety and perform any of the necessary Work. Upon demand, Applicant agrees to pay the City an amount equal to all of the City's costs and expenses in performing such Work in excess of the amount of the Bond. 6. Notice. The Community Development Department of the City shall be given forty-eight (48) hours notice prior to the commencement of the Work. 7. Indpmnification. Applicant agrees to indemnify and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) arising from, resulting, or connected with this Agreement and the Bond, including without limitation, the City's performance of the Work pursuant to Section 5 herein. 8. Administrative Ca. $h Deposit. In addition to the amount of the Bond, Applicant agrees to pay a cash deposit to the City pursuant to Section 22-151 of the FWCC, upon the execution of this Agreement equal to the following percentages of the amount of the Bond: Amount of Bond Up to $20,000 $20,001 - $50,000 $50,001 - $100,000 $100,001 and up Amount of Cash _Dg ❑sit 5% of Bond (minimum $100) 4% of Bond 3% of Bond 2-1/2% of Bond The cash deposit may be used by the City to cover its actual expenses in administering this Agreement and, if necessary, collecting and using the proceeds from the Bond. 9. Remedies CLfmula ive. No remedy provided for by this Agreement shall be deemed exclusive, but shall be deemed cumulative and in addition to every other remedy available to the City at law, in equity or by statute. Applicant's liability under this Agreement is not limited to the amount of the Bond. 10. License. Applicant shall record a license in the form attached hereto as Exhibit "D" and incorporated herein by this reference with the King County Department of Records, immediately upon the execution of this Agreement and at Applicant's cost. 11. General Provisions. This Agreement may not be amended except by written agreement signed by the Parties. Any provision of this Agreement which is declared invalid, shall not invalidate the remaining provisions of this Agreement. The failure or delay of the City to declare any breach or default shall not waive such breach or default. This Agreement may not be assigned by any Party without the written consent of the other Party. This Agreement shall be binding upon and insure to the benefit of the Parties' successors in interest. Time is of the essence. -2- MJD Construction and Excavation, L.L.C. By: Its: [Corporate Notary] STATE OF WASHINGTON ] } ss. COUNTY OF KING } Name of Person Executing Bond (Title) PO Box 25814 Federal Way, WA 98903 On this day personally appeared before me , to me known to be the of , the corporation that executed the foregoing agreement, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this day of CITY OF FEDERAL WAY By: Kenneth E. Nyberg, City Manager 33530 1st Way South Federal Way, WA 98003 ATTEST: City Clerk, N. Christine Green, CMC APPROVED AS TO FORM: M'e7 A /6k-- Cary M. Roe Director of Public Works 19 (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires L:\PRMSYS\DOCUMENT\BLD98 01.41\PERFMAIN.DOC EXHIBIT A Project: Northshore Automotive Permit #: BLD98-0141 CITY OF FEDERAL WAY PERFORMANCE/MAINTENANCE BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned, MJD Construction and Excavation, L.L.C., as principal ("Principal"), and Developers Insurance Company, the undersigned corporation organized and existing under the laws of the State of California, and legally doing business in the State of Washington as a surety ("Surety"), are held and firmly bound unto the City of Federal Way, a Washington municipal corporation ("City") in the penal sum of Seventy -Three Thousand Five Hundred Six no/100 Dollars ($73,506) for the payment of which they firmly bind themselves and their legal representatives, successors and assigns, jointly and severally. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. The Principal has entered into an Agreement with the City of even date to construct certain improvements, including on site grading and filling and erosion control, and installation of stormwater facilities, curbs, gutters, sidewalks and right-of-way improvements. NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement, or from defects appearing or developing in the material or workmanship provided or performed under the Agreement within a period of two (2) years after its final acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or ° in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M"). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. DATED this day of , 199 . CORPORATE SEAL OF PRINCIPAL: MJD CONSTRUCTION AND EXCAVATION, L.L.C. By: Its: Name of Person Executing Bond (Title) PO Box 25814 Federal Way, WA 98093 (253) 838-4042 IPA CORPORATE SEAL OF SURETY: DEVELOPERS INSURANCE COMPANY Surety By: Attorney -in -Fact (Attach Power of Attorney) Name of Person Executing Bond PO Box 887 Kent, WA 98035 (253) 852-1680 BOND NUMBER: CERTIFICATE AS TO -COR ORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary or Assistant Secretary APPROVED AS TO FORM: CARY M. ROE, DIRECTOR OF PUBLIC WORKS L:\PRMSYS=CUM ENT\BLD98 01.41\PERFMAIN.DOC -3- EXHIBIT B PARTIAL RELEASE OF BOND # The undersigned hereby acknowledges that a portion of the conditions of the Agreement and Performance/Maintenance Bond for Northshore Automotive, BLD98-0141, have been satisfied and hereby authorizes the release of an amount equal to Fifty -One Thousand Four Hundred Fifty -Four and No/100 Dollars ($51,454.00). The remaining funds equaling thirty (30%) of the cost of the work or improvements shall be retained by the City for a period of two (2) years as security for Assignor's performance of all maintenance for the above described project and as a guarantee against defective materials or workmanship in the construction and maintenance of such improvements. DATED this day of , 199 . CITY OF FEDERAL WAY By: (Name, Title) EXHIBIT C FULL RELEASE OF BOND # TERMINATION OF LICENSE The undersigned hereby acknowledges that the two (2) year maintenance period has expired, that the work or improvements covered by the Agreement and Performance/ Maintenance Bond for Northshore Automotive, BLD98-0141, have been completed to the City's satisfaction and that the City is not aware of any defect in workmanship or materials. Accordingly, the undersigned hereby releases the sum Twelve Thousand Fifty -Two and No/100 Dollars ($12,052.00). The undersigned further releases all right, title and interest granted to the undersigned by reason of a certain License Agreement recorded under King County Recording No. ("License Agreement") and acknowledges that all obligations and rights contained in the License Agreement are hereby terminated. DATED this day of , 19 CITY OF FEDERAL WAY By: (Name, Title) FILED FOR RECORD AT REQUEST OF: MJD Construction & Excavation, L.L.C. MAIL TO: CITY OF FEDERAL WAY 33530 1 ST WAY SOUTH FEDERAL WAY, WA 98003 ATTN: Stephen Clifton, AICP EXHIBIT D LICENSE The undersigned owner of certain real property located in Federal Way, Washington and legally described as follows: TAX PARCEL NO: 252103-9032 The north 125 feet of the following described tract: The west half of the southwest quarter of the northeast quarter of the northeast quarter of Section 25, Township 21 North, Range 3 East, W.M., in King County Washington; EXCEPT the west 30 feet conveyed to King County for roads; AND EXCEPT the east 20 feet of the west 50 feet of said subdivision converyed to the King County for 21st Avenue Southwest by intrument recorded under King County Recording Number 6273608. ("Property") hereby grants an irrevocable license to the City of Federal Way ("City") and the City's agents, employees, contractors or representatives to enter upon the Property to inspect the construction of improvements, the performance of work or to allow the City to perform any necessary maintenance or work, all pursuant to that certain Agreement and Performance/Maintenance Bond of even date entered into between the City and the undersigned and incorporated herein by this reference. DATED this _ day of , 199 Mike Donahue (Signature) [Corporate Notary] STATE OF WASHINGTON ) ) ss. COUNTY OF KING On this day personally appeared before me , to me known to be the of _ the corporation that executed the foregoing License, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this day of , 19 (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires [Individual Notary] STATE OF WASHINGTON ) ) ss. COUNTY OF KING I On this day personally appeared before me, to me known to be the individual(s) described in and who executed the foregoing License, and on oath swore that he/she/they executed the foregoing instrument as his/her/their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of , 19 (notary signature) (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires L:\PRMSYS\DOCUMENT\BLD98 01 .41 \PERFMAIN.DOC FROM-: SOUND ENGINEERING,INC.I PHONE NO. : 1 206 573 0040 Jun. 10 199B 11:23RM P2 uvduv%vo iuz 11-01 rAA G*d )41G8 L111 Ur SLLLAAL IVAI WJUJJ BOND QUANTITIES WORKSBEET r+l Fill in those items which perms to thisproject and retwn 10 the Departs ront of Public Worry. F®iM W "WAY PMVATZGX-WrR r4movEbams BeRovFd4m.1 11em Ui$ F&O Usk Que hi. I Q-4tY I ;;; Qea11o6 Bc CtrubLoig is fi�cav 8e Fm6aatmast 7.00 CY A.C, ravenWd 10.00 $Y Cant C ROM Cu[b a (]Una 9.00 LF L&nW A%pfim aab 4.00 Ur Connate Side=lk f.00 ly 6" P1pc 7.30 LF s� pip, 10.00 . LF 12- Ptpo 15.00 IF 15" X= 16.00 LF IrPtpe 20.00 LF 24° Pipe 26.00 IF 36-pips 40.00 LF 4E' Pipe 50.00 72 "Pip= 63A0 LF 7- Pipe WM 1F Curb sole 5W.00 as CB 7` p l & v 730.00 a0 CB Iyrpen -48- 1r100.00 es CB 7 p" 71- S4, Z.100Ao a CB Typo 11. 72- 3.4WN �. ® Typc U .96. 4JM.00 . Delman p4N Riur 400.00 ca Rrrld�ori5opatator - iZ- 65040 as 8r�e�erB4parat�• is Moo m R+arCiaterYSepee�ir - LS" 600M .a PoWidmSepwofte-24" 730AD M Faamg (u-mapaA l0.00. 1F' Ripaap 17.00 CY Roabw)� GSWCU IL ra fty Walt 7.00 8F C40om4 RK&Wvl wan t.00 sg Bx= id@n fbr Food 7.00 CY tbaftlim T=* IlLoo LF Flower � �oa,00 Lp 7fte lock 200.00 Btofdbdion awwo 6,000.00 s I� ��l�l•7�'�r7,7 �+ f I M W/ / s s 06/10/98 WED 12:20 [TX/RX NO 94361 FROM • : "SOUND ENGINEERING, INC. I PHONE NO. : 1 206 573 0040 _-_ Jun. 10 1998 11: 24AM P3 06/09/98 TILT. 1 i : 92 FAX 251 )412$ CITY UF F'EDZE L W 4Y V11 uuY I -Ram mmHEWN- if 1111f . EROSIONISEDIMENTATION CONTROL FACELffrM PUNLWKQAaw" PR"Aa$ON-8H'B m9m0vr&m"3 Sonavm4ms am unapriee VM& Qua2d1Y MOB pfm 1�m smdieswch Tempm y Pmd Cs Ism AnssetiW, Q—Y SPaWF9 FaP Rash Cambu ion Erim" PrpO�"d'f.m�at) 4L00 3.WUQ 5.00 200.00 25,00 11.00 800.00 ... Ly ACRE CY es as CY ea LF Z s 17m foTlvwing nsfior=don will be compleftd by the City of R&Pal Way Dejffbnent of Public Works. Public Roadway Improvements Private On -Site Tmprovemeaft Erosion/Sedimentation Control Subtotal S SD CONTINGENCY (20%) TOTAL BOND AMOUNT 3 15- Z5:08 -2 12 25 0 "13, 150( K:�RMS'Si�[:62R.PTt1�i 06/10/98 WED 12:20 [T%/R% NO 94361 A-"4-oplol)"` Noy o,c LEGAL DESCRIPTION THE NORTH 125 FEET OF THE FOLLOWII THE WEST 112 OF THE SOUTHWEST 1 /4 OF THENORTHEAST 1/4 OF THE NORTHEAST 1 /4 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, WM.; EXCEPT THE WEST 30 FEET ANDSOUTH 30 FEET OKING�STATE OF D TO KING COUNTY FOR ROAD . SITUATED IN THE COUNTY OF WASHINGTON. _ A 9d-dA .ON 3JYT2 oorc-d88 (xOC) • o6acc Ji .00NAAIO • BCJCOd X08 .0.9 a�Sim ms Q c-je. Te Ul'u 293VA32399 IAVIHJAA Z l Sr -OW nJ6o,�. Rl 131 11L N 2 14-2 `L • SOUND ENGINEERING, INC. Letter of Transmittal TO: Julie Venn Engineering Plans Reviewer City of Federal Way 33530 1 st Way South Federal Way, WA 98003 1A= naG c�nininlr, civil • structural engineers • iana pianners Project No. 97108.10 Project Name: Northshore Automotive Regarding: Resubmittal Date: June 23, 1998 NO. COPIES DATE NO. DESCRIPTION 2 6 Revised plans and Sewer / Water Plan 1 Revised Storm Drainage Report 1 Redlines, Plans & Report 1 Administrative Variance Request Letter THESE ARE TRANSMITTED: Seabrook Schilt I P:F-. C: FILE FOR APPROVAL FREvI ION DATE 1019 Pacific Avenue, Suite 906 • Tacoma, WA 9840j,• (253) 573-0040 ■ FAX (253) 573-0142 sound\forrns\sound.barker.letterof.doc • SOUND ENGINEERING, INC. - civil structural engineers - lanct planners Our File No.: 97108.10 June 23, 1998 Julie Venn, Engineering Plans Reviewer City of Federal Way 33530 1" Way South Federal Way, WA 98003 Project: Northshore Automotive Subject Entering site distance Dear Julie: As discussed the northerly neighbors fence is within in the 21" Avenue SW right-of-way and obstructs the entering site distance at location 14' back from the road as required for the subject project. Since there is room for a vehicle to pull forward beyond the fence before entering the roadway, we request that an administrative variance to the site distance requirement be approved so that the neighbors fence will not have to be removed from its existing location within the right-of-way. Sincerely, Seabrook M. Schilt, P.E. Senior Project Engineer Federal Way Julie Ven98107.doc 1019 Pacific Avenue • Suite 906 • Tacoma, Washington 98402 • Ph: (253) 573-0040 • Fax: (253) 573-0142 CITY OF PUBLIC WORKS DEPARTMENT PROJECT CONSTRUCTION SIGN OFF CHECKLIST Project Name: Date: `l a-t ` 8 Project No.: BLb'DS 'n141 Circled items need to be addressed. Checked items are complete. By: 1. Reproducible mylars received. (photo mylar) 2. 5 sets of prints received. C-3. Performance/Maintenance Bond or Assignment of Funds document received. Bond amount: $ License completed. $9.00 recording check for License received, payable to KC R & E. Check for Administrative Deposit received (reel. for bond or assignment of funds). Cash Deposit amount: $ c� �J Amount of bond Amount of Cash Deposit Up to $20, 000 5 % of Bond (minimum $100) $20,001450,000 4% of Bond $50,0014100,00 3% of Bond $100,001 and up 2-1/2 % of Bond devrev\Checklis\signoffckl Revised 05/27/97 7. 8. 9. 10. 11. 12. Grading permit fee paid. Total volume of aradin Fee amount 50 cy. or less $15.00 51 to 100 cy. $22.50 101 to 1,000 cy. $22.50 for first 100 cy. plus $10.50 for each additional 100 cy. or fraction. 1,001 to 10,000 cy. $117.00 for first 1,000 cy. plus $9.00 for each additional 1,000 cy. or fraction. 10,001 to 10%000 cy. $198.00 for first 10,000 cy. plus $40.50 for each additional 10,000 cy. or fraction. 100,001 cy. or more $562.50 for first 100,000 cy. plus $22.50 for each additional 100,000 cy. or fraction. Grading quantity (cy): 4a4 Grading fee amount: $ Public Works Plan review fee paid., Plan review fee amount: $ ~i �Ur r Traffic mitigation fee paid. Traffic mitigation fee amount: $ Storm drainage mitigation fee paid. Storm drainage mitigation fee amount: $ WSDOT approval received. Planning Department approval received. Wetland mitigation bonds received. Bond Amount: $ Certificate of Insurance provided, naming City as insured. Amount: $1,000,000.00 prior to scheduling preconstruction. Payment of Public Works Inspection Deposit. Deposit amount: $ Deposit: Small/Med Commercial (0 to 50,000s.f. bldg) $1000/10,000s.f. Large Commercial (>50,000s.f. bldg) $5,000 +$500/each additional 10,000s.f. over 50,000s.f. Subdivisions $200/lot Grading & Filling, Land Surface Modification $200.00 devrev\Check1is\signoff.ck1 Revised 05/27/97 2 PRECONSTRUCTION MEETING 1. Preconstruction meeting scheduled. 2. Building Department notified. 3. Planning Department notified. 4. Fire District notified. 5. Approved plans issued. 6. Copy of Preconstruction Checklist provided to contractor. CONSTRUCTION ACCEPTANCE 1. Final Inspection/ issuance of Final Punch List. 2. Final Punch List items completed. 3. Right -of -Way dedication deed recorded. Recording no.: 4. As -built drawings received and approved. 5. Inspection fees paid. $35.00/Hr. Amount $ (deposit amount date ) 6. As -built review fees paid. $40.00/Hr. Amount: $ 7. Project Completion Notice issued/ Partial Release of Bond form completed/ Partial Administrative Cash Deposit Release FINAL ACCEPTANCE 1. Maintenance inspection 2. Maintenance punch list items issued. 3. Maintenance punch list items completed. 4. Inspection fees paid. Amount: $ 5. Maintenance bond release letter issued/ maintenance bond release form completed/ full release of Administrative cash deposit. devrev\Checklis\signoff.ckl Revised 05/27/97 3 WY OF Project: o Y+� J PUBLIC WORKS DEPARTMENT PRE'CONSTRUCnON CONFERENCE FORM Permit No: $1-1>9J 5 - G 141 Date: �1 !`� 98 Emergency Contact and Phone: r D L,,-'Q5 — ,; C),y7�ti / FEnti� Name Address Phone 1 Developer General Contractorc�l�� Sub -contractor Sub -contractor Engineer Architect City Planner 33530-1st Way South 661-4103 Federal Way, WA 98003 P/W Engineering 33530-1st Way South 661-41 Plans Reviewer Federal Way, WA 98003 kAdevrev Revised: 5/19/94 Entity I Name Address P/W Inspector UGG 33530 1st Way South Federal Wa , WA 98003 AGENDA FOR MEETING (Checked Items Have Been Discussed) �1 � 1� � ' : � �fl ►M � u�u �M� I 0 Special conditions: �A I SEPA conditions: Sensitive area conditions: r Phone 661-413g 3. El Inspector is only observing the work and will not tell contractor how or when to do it. a Safety: Contractor is completely responsible for safety on the project. City may call for inspection by WISHA at any time. Ey 0 Hours of construction: Mon - Sat lam to 8pm. Any deviation to these hours requires approval by the Director of Community Development Services. D Procedure for Deviation from Approved Plan: Any deviation to the approved plan must be reviewed and approved by the inspector prior to construction. Substantial deviations may also require submittal and approval by the City of Federal Way, Department of Public Works. Any presently envisioned? If so, explain: 7 Traffic Control: Plan required for all work in the right-of-way. Protect the travelling public, / pedestrian safety, emergency services and vehicles (garbage). ❑ Site security, protect children. J kAdevrev Revised: 5/19/94 2 5. 6 Issued permit and approved construction plans. Copy of certificate of liability insurance naming City of Federal Way as additional insured. 6DOCUMENIS REQUIRED AT THE JOB SITE WHILE UNDER CQNSTRUCTION: . 1 Approved Plans, shall be annotated with any revisions made during construction. I Building Permit. 7. REFERENCED DOCUMENTS: 1993 King County Road Standards (KCRS). 1992 King County Surface Water Design Manual (KCSWDM). 1994 WSDOT/APWA Standard Specifications and Plans (WSDOT/APWA). Call One -Call (1-800-424-5555) and locate all existing utilities prior to starting any work. ❑ Call City of Federal Way Public Works for storm drainage location (206-661-4085). Prior to site work start-up. fl Prior to starting any underground utility work or street embankment. Density test reports required must be performed one week prior and must be submitted to the inspector at least three days prior to paving, sidewalk or curb. p Prior to start of work on cast -in -place concrete structures. I I 0 Prior to placing crushed rock. The developer/contractor shall provide compaction reports. The developer/contractor shall "proof roll" the sub -grade, while the Public Works inspector is present, to verify the sub -grade is visibly firm, compact, and suitable for surfacing. C Prior to placing curbs, gutters and sidewalks. uf Prior to p.ving ro.d kAdevrev Revised: 5/19/94 3 10. C TESC plan questions or clarification. Sensitive areas shall be flagged. 1. Wetland. 2. Streams. 3. Lakes and ponds. 4. Steep slopes. p Erosion and sediment controls shall be installed as the firms step of construction, before the site is cleared. Verify construction schedule and sequence: 1. Silt fences. 2. Silt traps/ponds. 3. Storm drain inlet protection. 4. Protection of any stream or water body. Field conditions may required that erosion and sedimentation measures indicated on the plans be modified or supplemented. Gd The developer is responsible for the adequacy of all erosion and sedimentation controls through out the life of the project. Contractor to inspect TESC after each rain event. 1 Control mud onto streets: f 1. Install rock pad or truck wash at construction entrances. 2. Wash truck tires if necessary. 3. Keep adjoining roads clean. Clean roadways with sweeper. Do not use water trucks. ,0 r All de-nuded areas must be mulched and seeded or otherwise stabilized within 15 days to prevent sediment -laden water from leaving the site or entering the storm drainage system. ❑ Provide an area on -site for cleaning concrete trucks. Effluent from concrete operations shall not be allowed to enter the storm drainage systems. l Location conflicts. Notify inspector prior to any relocation. Pipe specifications, bands, gaskets, bedding (WSDOT/APWA). Finish work on drainage structures: 1. Adjustment sections. 2_ Grout. 3. Ladders, extend to within 12 inches from bottom of catch basins and securely fasten to CB. 4. Legend, stencil at all inlets "Outfall to stream --Dump no pollutants, City of Federal Way, Storm or Drain". 5. Locking covers and grates required outside of traveled roadway. 6. Wire mesh reinforced collar required for all frames outside of asphalt/concrete paved areas. kAdevrev Revised: 5/19/94 n u Lot stub outs installed and staked prior to final construction approval. ❑ Biofiltration swales: 1. Uniform profile along entire length of swale, no ponding. 2. Required bottom width is level and uniform. 3. Required side slopes are per plan. 4. Seed mix certification is provided to inspector. 11. Property corners on easements and tracts must be permanently staked and facilities must be built within the easement as shown on the plans. �\a Site secured with fence and access gate. ❑ Pond slopes shall be 3:1 or flatter. Erosion control shall be provided on all slopes within 15 days of construction. i Detention facilities shall be constructed and operational prior to roofing, paving, or recording. 0' Access road provided to control structure, pond bottom, and to all vaults or tanks. ❑ Restrictor "T" section riser and gate control assembly: 1. Recommend inspection of "T" section prior to installation. 2. Gate must be watertight. 3. Materials must be similar metals. 4. Minimum 2 foot of clearance from ladder and any obstruction. 5. Minimum 2 foot of clearance from riser and inlet pipe(s). 6. Riser straps and gate rod installed. ❑ Covers on restrictor and access manholes must be solid, with round, locking lids marked "Storm" or "Drain". 12. ROADWAY CFaUSCAUON REQUIREMENTS Cl Density Tests, WSDOT Sec. 2-03.3 (14)D. Performed by: ❑ Compaction Control Tests methodology: 1. WSDOT Method 609 (Standard Proctor) non -granular materials. 2. Granular materials, WSDOT Method 606 (maximum density curve) granular materials greater than 25 % retained by No. 4. ,c Trenches: See Utility Trench Compaction Rule November 1983 and KCRS Section 8.03. Sanitary, storm, water, gas, and power, etc., in the roadway prism: kAdevrev Revised: 5/19/94 5 13. 1. One test per 500 lineal feet, minimum, on roadway. 2. Test up to 50 % trench depth (top 4 feet: 95 %, below 4 feet: 90 3. One test per 500 lineal feet, minimum, under curb. 4. Water mains WSDOT/APWA Sec. 701-.3(1) 95 % of maximum density as determined by ASTM D1557 (Standard Proctor). 5. In place densities shall be determined by the sandcone method, ASTM D1556 or by nuclear methods. 0 Sub -grade, WSDOT/APWA Sec. 2-06.3(2). 1. One test per 500 linear feet, minimum, on each foot of fill. 2. A minimum of one test per lift. 3. Compaction method "B" shall be used unless otherwise specified. ❑ Asphalt Concrete Pavement, WSDOT/APWA Sec. 5-04.3(10) and 5-04.3(13): 1. Weather limitations. 2. Surface smoothness. 3. Compaction (92% of maximum density). 4. Five tests per day or 400 tons, or minimum of two tests. 5. Thickness verified by coring, two cores per 50,000 sf or fraction thereof, or as determined by inspector in field. Concrete tests, WSDOT/APWA Section 8-94.3(1) and 6-02.3(2). Performed by: C� Mix shall conform to standards and must be verified on delivery tickets. ❑ Curbs shall conform to KCRS Drawing No. 3-002. El Joints in curb and gutter shall conform to KCRS Drawing No. 3-001. C7 Wheelchair ramps shall conform to KCRS Drawings No's. 4-002 and 4-003. El Slump Tests: maximum 3 inches for vibrated concrete, 7 inches for non -vibrated concrete. d Concrete Structures Certification: Bridges, Retaining Walls, and Retention Vaults designed by a professional structural engineer require special inspections by same. JI Sidewalks, bedding and backfill adjacent to sidewalk. p Mailbox locations, avoid conflicts with pedestrian/handicapped access Cl Finish work on cut and fill slopes. 2:1 or per approved plan. 0 Culverts and drainage. 0 Beveled ends of culverts if pipe is not concrete. kAdevrev Revised: 5/19/94 6 El Rock and riprap must be sound durable quarry rock. See KCRS Chapter 7. Recycled concrete or asphalt rubble is not acceptable. L Barricades: 1. Temporary closures. 2. Street termination and temporary turnarounds. 3. Flashing lights at night on barricades. k:\devrev Revised: 5/19/94 7 14. SPECIFIC MIES FROM PLANS DMERVING SPECIAL ATMMON Note Paire Remark 41;1 r 16. ,C] Initiated at the time project is completed and before request is made for Certificate of Occupancy. f" 0 Allow 2 days to schedule inspection, 5 days to prepare list of deficiencies (punch list) Deficiency lists shall be completed prior to Construction Acceptance. 17. Construction punch list items completed. 0 Construction acceptance letter issued. 0 As -built drawings received and approved. El Inspection fees paid. $35.00/Hr. Amount: $_ C1 As -built review fees paid. $40.00/Hr. Amount: $_ Partial Release of Bond form completed. 1 Right -of -Way dedication deed recorded. Recording no.: Udevrev Revised: 5/19/94 8 FRANK I` ! ! W.1 , I ❑ Applicant is responsible for all maintenance and operation of systems that will be maintained by the city after the 2 year maintenance period. ❑ Maintenance inspection/punch list items completed. ❑ Inspection fees paid. Current rate at time of inspection. Amount: $ ❑ Full Release of Bond form completed. ❑ Acceptance of Landscape Installation Bond, if required landscaping is not installed prior to issuance of Certificate of Occupancy/Final Inspection. �: Ill: As Developer or Designated Representative, I understand the requirements of the City of Federal Way Inspection oced res and ree to abide by the conditions of the permit and the procedures discussed. Signature Title zty Inspwtor�.7 gineer Supervisor kAdevrev Revised: 5/19/94 9 Page No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: BLD98-0141 NORTHSHORE AUTOMOTIVE SHOP 35406 21ST AVE SW 07/17/98 1) Landscaping -- 1. The Acers must be located on the subject site and not in the right-of-way.;2. Add additional shrubbery to meet the FWCC per the approved landscape plan.;3. The 3 foot tall berm on the west side is eliminated as long as the Laurel are densely planted and adequately screen the parking lot from the street. The shrubbery centers can be reduced to 2 feet and the plants "bunched" to the south to achieve this.db 2) Landscape Inspection required -- A landscape inspection is required before a certificate of occupancy can be issued. Please contact Deb Barker at (253) 661-4103 to schedule the inspection at Least 10 days before certificate of occupancy is sought.db 3) PLN - TREES REQUIRED TO BE SAVED -- Retain and protect identified significant trees per section 22-1565 through 1569 of the Federal Way City Code. Bright protective fencing is required at the dripline of retained trees. 4) PLN - ROOFTOP MECH SCREENING -- Per FWZC Sec. 12-960, Mechanical vents, penthouses, or equipment that extend above the roofline must be surrounded by a solid sight -obscuring screen that meets the following criteria:; a. The screen must be integrated into the architecture of the building.; b. The screen must obscure the view of the appurtenances from adjacent streets and properties.; 5) PWK - FINAL INSPECTION CONDITIONS -- No final building inspection shall be permitted until ,Lift p.r�al has communicated in writing to the Building Staff that the conditions of the right-of-way permit has been satisfied. In order to install the driveway as proposed on the approved site plan, Right -of -Way permits are required from the Public Works Dept. Contact Street Systems Technicial at 253-661-4127 for permitting information. 6) PWK - TEMPORARY EROSION CONTROL -- Prior to any clearing or grading on a lot, the owner/builder shall install temporary erosion/sedimentation control facilities approved by the City. These facilities must insure that dirt or sediment laden water does not enter the public drainage system, adjacent lots or public streets. The owner/builder bears the responsibility to maintain the facilities in proper working order, replacing as necessary. The facilities may be removed only after such time as construction is complete and landscaping is installed. See attached for standards and site plan for location of silt fencing. 7) PLN - SITE DISTANCE -- Per Federal Way City Code, Sec. 22-1153 and Sec. 22-1160, no fencing or any other visual obstruction above 3 feet or below 8 feet, may be within the area that must be kept clear of sight obstructions. Areas that must be kept clear are in the shape of a triangle and outlined in red on the site plan. 8) Tree retention -- Retain denoted trees per civil plans. If the trees at the SW corner are removed, 2 Douglas fir trees, 6 feet in height shall be installed to replace the trees and meet the intent of type III landscapeing requirements. db PJ. C � d (-_� ntn� m7i Fla�m PUBLIC WORKS ADEPARTMENT?� FAX TRANSMITTAL MEMORANDUM TO: Seacbrook Schilt, P.E. - Sound Engineering lii�. -Dafe: Ma ch 5; 1998 J FAX ##: 253-664=AiP19 1 NUMBER OF PAGES - one (Including Memo Sheet) FROM: Julie A. Venn, Engineering Plans Reviewer Phone: 661-4125 Fax: 661-4129 OFFICE OF: Development Review RE: Northshore Automotive Frontage Improvements - UPR97-0021 After receiving your FAX, I spoke with the Street System Manager regarding your request to build the street widening to future location. The City is in agreement that your request makes perfect sense and to go ahead with locating the eight foot sidewalk at the back of the six foot landscape strip. However, please keep in mind that the City is not aware nor responsible for any relocating of out building or landscaping that may be found within the adjacent property owner's fence. The cross section for the street widening is correct, however, the pavement section should be as follows: MATERIALS TABLE O0.15' AC CLASS "B" WEARING COURSE 0.25' AC CLASS "B" O2 LEVELING COURSE 0.5 1ASPHALT TREATED O3 PERMEABLE BASE 0.3 CRUSHED SURFACING O4 TOP COURSE i CONSTRUCTION O5 O6 GEOTEXTILE COMPACTED f SUBGRADE PLease call if you have any questions. FROM': SOUND ENGINEERING.INC.I \ PHONE NO. : 1 206 573 0040 Feb. 25 199E 04:49PM P1 Sound Engineering, Inc. FAX1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 Date February 25. 1998 Number of pages including cover sheet 3 To: Julie Venn City of Federal Way Phone Fax Phone CC: Julie, 253-661-4125 253-661-4129 From: Seabrook Scbilt Project: Northshore Automotive Frontage Improvements Our Project#: 97108.10 Phone Fax Phone 253-573-0040 253-573-0142 ❑ Urgent ❑ For your review ❑ Reply ASAP ® Please comment Attached is a shot of the proposed frontage improvments design for 2 1 " Ave. SW along the Northshore Automotive project_ Please take a look at the portion north of the site which shows adjacent sidewalk without the landscape strip. This layout does just clear the existing fence. However, if this sidewalk will be moved out in the future, building it adjacent now as shown seems like a bit of a waste. If we build the whole thing with the landscape strip separating the road from the walk the fence would need to be about 6 feet east and would still be well inside the right-of-way. If it is deemed necessary to install the walls adjacent, can the width at least be reduced to 5 feet so that removing it later will not be as big a job? We could even provide a 3 foot landscape and 5 foot sidewalk. Please consider alternives and let me know what is preferred. Also attached is the proposed cross section with dimensions as we understook them to be required. Please let me know if it is correct. In addition what are the general plan requirements for public works. Do we need to do a profile show street stripping? On another note a neighbors fence encroaches into the southeast corner of the site. We currently plan to leave this fence alone and work with what is left since the neighbor does'not apparently wish to cooperate. Deb Harker is aware of the encroachment too. Let us know if you have any comments on this. Please call me to discuss the above items. Thank you, Seabrook Schilt, P_E. 02/25/98 WED 16:49 [TX/RX NO 78431 m 0 3 Ul O C z CJ m z M i m m i c� X-SECT B, DELETE z n = 50' LANDSCAPE STRIP 28' 6' .5' 6' LANDSCAPE B' CONCRETE w Z J o m TRIP SIDEWALK � p EXISTING CURB ---- o p STING _ 0.02 FT./FT. ASPHALT ROADWAY . ,. 0.02 TFT. N m 4" CEMENT CONCRETE 2 CONCRETE _ WCEMENT m°°CURB & GUTTERmSS 728 B ASPHALT CONCRETE CRUSHED SURFACING TOP COURSE 2-1/2" CRUSHED SURFACING -BASE COURSE H XoSECTION A,8 N N z 0co kn G Go m 3 W 0 N N m Go ' EXI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 c;MM L DRIVEWAY APPROACH PER DETAIL M d m o� moo' 007 dL, rl 1CLGrf1V1YC mlatK TO BACK OF �� PROPOSED WALK Zo r STA 10+00 = iNTERSECION CL ROW 21 ST AVE. SW do SW 353RD PL _-m 3� cn O C Z CJ m z m z m m z c� U, RIM-3 5.58' m IE-38 .93- (12"CON z 4n a:• m Z cc O � � 00 r cA N W N cn m W u, N W rr? m m m 3 JT�YORrIP00" 33530 1 ST WAY SOUTH February 17, 1998 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RECEIVED Mr. Mike Donahue FEU 1998 Northshore BP 2100 SW 356th Street FEDERAL WAYPuBLICWaR€l;S Federal Way, WA 98023 ADMINISTRATION DIVISION Re: Right -of -Way Improvements for Northshore Automotive, File No. UPR97-0021 35406 - 21st Avenue SW Dear Mr. Donahue: On December 15, 1997, the Public Works Department sent a letter responding to your request to waive right-of-way requirements, i.e., road widening, street trees, street lighting, etc. In the letter, we reiterated an earlier decision that full street improvements will be required along subject property for the proposed development of Northshore Automotive. This includes constructing tapers along 21st Avenue SW north and south of the property. During a recent conversation, I indicated that in lieu of constructing tapers, the City would support widening the roadway along the west side of 21st Avenue SW, between subject property and SW 353rd Street to the north. Specifically, the roadway pavement section will also be widened by 6 feet between subject site and SW 353rd Street. Improvements also include constructing new curb, gutter, and an eight - foot -wide sidewalk. To minimize disruption to existing property north of subject property, no landscape strip will be required between the sidewalk and roadway. Thus, a transition will be required between newly constructed sidewalks along subject property and the roadway to the north. These improvements will help provide a safer roadway section and minimize the amount of roadway widening and associated improvements you previously would have been required to install. Thank you for working with the City on this matter. If you have any questions, please call me at (253) 661-4109, or Julie Venn at (253) 661-4125. Development SerWces Manager SRC:jg c: Cary M. Roe, Public Works Director Rick Perez, Traffic Engineer Ken Miller, Street Systems Manager Julie Venn, Engineering Plans Reviewer Project File Day File L:\PRMSYS\DOCUMENT\UPR97-00.21\PWO21298.DOC MEMO To: Julie Venn From: Deb Barker Subject: Northshore Automotive SPR revisions Date: February 18, 1998 We received the attached revisions from Tim Holderman on 2/17/98. Looks like his firm is doing the site plan drawings now, for which I am grateful. Question for you: Tim's February lo, 1998 letter asserts that you have said that engineering issues can be dealt with in the building permit submittal. Does this include the requested revision of the Level I downstream analysis as referenced in item #4 of my January 28, 1998 letter (enclosed)? Can this wait for the building permit? Please advise. Any other comments? Otherwise, with some redlining and tweaking, I will issue site plan approval for this project. Thanks - Deb in, V X411, i 6 CITYPjC�- 33530 1 ST WAY SOUTH October 30, 1997 Michael Donahue BP Oil 2100 SW 356th Street Federal Way, WA 98023 Subject: Right of Way Modification Request; UPR97-002I 35406 21st Ave SW Dear Mr. Donahue: (253) 661-4000 FEDERAL WAY, WA 98003-6210 (C(O-�P YL The Public Works Department has received your letter of request for modification for street improvements along 21st Ave SW. This letter responds to your request. After evaluating the existing conditions along 21st Ave SW, review of Federal Way City Code (FWCC) provisions (Sections 22-1496, 22-1477), and the direction provided by the City Council, the Public Works Department hereby modifies the requirements for street improvements applicable to your permit application, as discussed below. FWCC Section 22-I477 Modification of Improvements Along Property Frontage: This code section provides the Public Works Director with the ability to modify, defer, or waive the required street improvements only after consideration of four specific reasons or criteria. The criteria most applicable here is contained in FWCC 22-1477(1). It permits a modification where the streets "improvement as required would not be harmonious with existing street improvements". FWCC Section 22-I496 Vehicular Access Easements Improvements: This code section provides for improvements that must be installed, based on the classification criteria of CC Sec. 22-1525. After reviewing these code sections and the existing conditions of S 312 Street we made our decision based on the following: 1. 21st Ave SW consists of an asphalt paved roadway with curb and gutter, no sidewalks along the east side of the street with no street lighting. A row of oak trees are established at eight feet (measured to the center of 12" dia) from the back of the curbing. 2. Widening of 21st Ave SW is on the City's Transportation Improvement Plan (TIP) - 1998to 2110. The project is listed on the capital project list and proposes to widen 21st Ave SW to 5 lanes. 3 Page 2 Mr. Donahue October 30, 1997 As a result, the City is able to grant a deferment of full street improvements along 21st Ave SW and is requiring that half street improvements be installed which include 1. Street improvements along your property street frontage require widening the pavement section by 6 feet and locating new curb, gutter, six foot landscape strip, eight foot sidewalk twelve feet from the back of the existing curbing. Street lighting will also be required. The area between the existing curb and the west face of the new side walk will be landscaped as the landscape strip required for street improvements. If you have any questions, contact me at 661-4196. Sincerely, t Gary Barnett, P.E. Senior Development Engineer gb jav c: Stephen Clifton, Development Services Manager Julie Venn, Engineering Plans Reviewer H Deb Barker, Associate Planner file df L:\PRMSYS\DOCUMENnUPR97 00.21\PW103097.DOC I 3 110 _VARIES _ VAR 6'TO7' SHOULDER TRAVEL LANE CUT iECTION (TYP.) VARIES MATCH F �.� EXIST. 27 SLOPE a NOTE: FOR ROCKERY LOCATION THIS SIDE SEE PLAN 1 4' CHAIN LINK FENCE ROCK WALL (TYP.) ROW 60'-0" SEE PLANS FOR LOCATION 1 -� VARIES 11'-O" 9'-0" TRAVEL LANE TURN LANE SHOULDER 12" VARIES Ro liMATCH THICKENED c� EXIST. EDGE CON a SLOPE � p "TYPICAL ROADWAY SECTION — SHOULDER' ROW SW DASH POINT ROAD ( STA. 6+41 TO STA. 9+11.50 ) VARIES -0 VARIES g'_ 0. 14'-0" —_ 12'-0" - -�- 13'-0" CUT SIDEWALK TRAVEL LANE TURN AND TRAVEL LANE TURN LANE SECTION (TYP.) VARIES _ VARIES 0. � MATCH MATCH EXIST. EXIST. SLOPE R a SLOPE ROW I rH -0ULDER" THICKNESS CUT i FOR SECTION ! LL (TYP.) I 1 I-6" 12" MIN. GRAVEL BACKFILL FOR DRAIN . -4- ---4-- -4'-6" PAY LIMITS 3'-0" CUT SECTION FOR EXCAVATION W/OCK RERv ONLY THICKENED �Px EDGE I �' 4" THICKENED_EDG£ CUT SECTION ROW 6'-0" 1�0. SIDEWALK FILL SECTION (TYP.) 2% 2• � �4k -CURB AND GUTTER TYPICAL ROADWAY SECTION — CURB AND GUTTER SW DASH POINT ROAD ( STA. 9+11.50 TO STA. 9+73 ) ROW �- — 60'-0" 1'- 0" �_ _ VARIES _ VARIES _ 6'-0" 14'-0" 11'-0" 12'-0" VARIES SIDEWALK TURN LANE TRAVEL LANE TURN LANE TRAVEL LANE CUT S(TYPI) VARIES VARIES MATCH MATCH �4 EXIST. c�> EXIST. k 2% SLOPE SLOPE q am4or i a TYPICAL ROADWAY SECTION — CURB AND GUTTER SW DASH POINT ROAD ( STA. 20+14 TO STA. 20+66.7 LT ) SW DASH POINT ROAD ( STA. 20+14 TO STA. 20+70 RT ) MATERIALS TABLE O0.15' AC CLASS "B" WEARING COURSE O0.25' AC CLASS "B" LEVELING COURSE O3 0.5 ASPHALT TREATED PERMEABLE BASE 0.3 CRUSHED SURFACING O4 TOP COURSE OCONSTRUCTION GEOTEXTILE ©COMPACTED SUBGRADE ROW MATCH EXIST. SLOPE 1=0 , CUT SECTIQN (TYP . - 38'-0- 11'-0" TURN LANE Fx, TRAVEL LANE VARIES TYPICAL ROADWAY SECTION — SHOULDER SW DASH POINT ROAD ( STA. 20+66.7 TO STA. 21 +95 ) 6'-0"- 14'-0" 1 14'-0" 6'-0" - - •1'-- 0" --- SIDEWALK 2% TRAVEL LANE TRAVEL LANE 2% 2% ROW SIDEWALK FILL SECTION (TYP.) 2%_ k CURB AND GUTTER 2 TYPICAL ROADWAY SECTION — CURB AND GUTTER LAKOTA PARK ENTRANCE ( STA. 10+23 TO STA. 10+62.5 ) 6'-0" 1'-0" SIDEWALK TRAVEL LANE FILL SECTION VARIES (TYP') MATCH j EXIST. v 2% SLOPE AND GUTTER 14'-0" TRAVEL LANE TYPICAL ROADWAY SECTION — SHOULDER LAKOTA PARK ENTRANCE ( STA. 10+62.5 TO STA. 11+19 ) 6'- 0" SHOULDER ,-0" FILL SECTION r, "off —ems �• W500-mmDRAWN RSCALE : _ Sd � '"'asd� .,;�xfg1� TYPICAL ROADWAY SECTIONS SW DASH POINT ROAD INTERSECTION IMPROVEMENTS - SOB NNO.VE BIKE 2 --- of 12 VERT. T. SCALE 1" = DATE : 9 MAY 97 : T. L. Stewart -- AT 21 ST AVENUE SW (SR 509 MP 1 1.18 TO 11.32 DESIGNED :A Laskl CHECKED : A S. Mo waho MPM-S a REV. DESCRIPTION BY DA APP im CUT SECTION (TYP.) VARIES VAR 6'TO7' SHOULDER TRAVEL LANE TRAVEL LANE VARIES MATCH T EXIST. v 2% SLOPE a NOTE: FOR ROCKERY LOCATION THIS SIDE SEE PLAN 14' CHAIN LINK FE14CE ROCK WALL (TYP.) ROW - SEE PLANS FOR LOCATION 1 11'-O" 9'-0" TURN LANE u SHOULDER VARIES Z- MATCH EXIST. a SLOPE rn `-' TYPICAL ROADWAY SECTION - SHOULDER' ROW SW DASH POINT ROAD ( STA. 6+41 TO STA. 9+11.50 ) :. - --_� VARIES 1�a�: - ---_6'-_0" 14'-0" 12'-0" SIDEWALK TRAVEL LANE TURN AND TRAVEL LANE CUT SECTION (TYP.) VARIES VARIES -� MATCH SLOPE ROW I~` - J.-O., _- O SIDEWALK CUT StCTj.N 1 ) �Ak 2% EDGE ROW 38'-0" I - 6'-0" 11'-0" SHOULDER TURN LANE THICKNESS CUT FOR SECTION LL (TYP.) MATCH �- :OTEXTILE <. I I EXIST. U ATED PIP ------ M k I SLOPE aN !1 6» 12" MIN. GRAVEL I BACKFILL FOR DRAIN --4------4'-6" PAY LIMITS 3'-0" W1 SECTION FOR EXCAVATION W R ONLY THICKENED EDGEJ�r 111IGROW VARIES 13'-0" _ 6'-0" 1. TURN LANE SIDEWALK FILL j MATCH c�i I+j EXIST_ a SLOPE 2% w— TYPICAL ROADWAY SECTION - CURB AND GUTTER SW DASH POINT ROAD ( STA. 9+11.50 TO STA. 9+73 ) VARIES 14'-0" 11'-0" 12'-0" TURN LANE TRAVEL LANE TURN LANE IL VARIES I VARIES MATCH EXIST. SLOPE TYPICAL ROADWAY SECTION - CURB AND GUTTER z ��J SW DASH POINT ROAD ( STA. 20+14 TO STA. 20+66.7 LT ) SW DASH POINT ROAD ( STA. 20+14 TO STA. 20+70 RT ) x N HORIZ. SCALE : 1" _ Q �1r� 1 s- j VERT. SCALE : 1- _ $�io U DATE 9 MAY 97 a DRAWN : T. L. Stewart _ �� r 'n DESIGNED : A Laski ■+yiu. S A07 c� - CHECKED : A. S. Morwoho OAS a AND GUTTER VARIES MATERIALS TABLE O0.15' AC CLASS "B" WEARING COURSE O0.25' AC CLASS "B" LEVELING COURSE O3 0.5 ASPHALT TREATED PERMEABLE BASE 0.3 CRUSHED SURFACING O4 TOP COURSE OCONSTRUCTION GEOTEXTILE ©COMPACTED SUBGRADE VARIES 6'-0" TRAVEL LANE SIDEWALK MATCH 3 EXIST. SLOPE 2% ROW 1'-0" FILL SECTION (TYP.) AND GUTTER ROW - 30'-0" - -- - '� -- I TRAVEL LANE TYPICAL ROADWAY SECTION - SHOULDER SW DASH POINT ROAD ( STA. 20+66.7 TO STA. 21 +95 ) 6'-0" 14'-0" SIDEWALK TRAVEL LANE CUT SECTION TYP.) 2.1 � 2% 14'-0" 6'-0" - ---�" TRAVEL LANE SIDEWALK FILL SECTION (TYP.) 2% 2%- x TYPICAL ROADWAY SECTION - CURB AND GUTTER LAKOTA PARK ENTRANCE ( STA. 10+23 TO STA. 10+62.5 ) 14'-0" TRAVEL LANE VARIES MATCH j EXIST. SLOPE 14'-0" TRAVEL LANE SHOULDER AND GUTTER FILL SECTION TYPICAL ROADWAY SECTION - SHOULDER 6 LAKOTA PARK ENTRANCE ( STA. 10+62.5 TO STA. 1 1 + 19 ) 1PASMONS TYPICAL ROADWAY SECTIONS rr.0 eIRrl MCIMHOFF JOB NO. SW DASH POINT ROAD INTERSECTION IMPROVEMENTS__ 11EET AT 21 ST AVENUE SW 2_ (SR 509 MP 11.18 TO 11.32) OF 12 BP OIL City Of Federal way Public Works Dept. Cary Roe Re: Right of way improvements Dear Cary Roe, RE E VED Northshore BP N 8 1997 2100 SW 356th Federal Way, WA 98A Y PUBIJC WORK 952-2On or 838-914 AP� STRMTION SON You One S o [o C r �rt A �+ November 1 b, 1 �� ,y , P 97 -aD� gP,ei I am in receipt of a letter dated October 30, 1997 from a Gary Barnett that is a response to my request for a modification of the code requirements on my Northshore Automotive project. I originally ran this project through the Cities preapplication process and at that time was told that no right of way improvements would have to be done. They explained the process that I would have to send a letter to the public works department requesting a change, but due to the size of the project and the fact that all the improvements were already in place except for the sidewalk on my side of the street, they didn't think any improvements would be required except the five foot sidewalk. Now I receive a letter requiring me to widen the street and place eight foot sidewalks. The letter asks for street lights when there are street lights across the street already. I see no benefit to me or my project for these improvements. Most likely if I end up installing these improvements they will be torn out when the City widens the road in the future. In the mean time we will have a wide spot in the road for a 150 feet. Please reconsider my request and review the photos I have included. As you can see in the pictures all improvements are in i.e.street lights, sidewalks, curb and gutter and street trees. The only thing missing is the continuation of the sidewalk in front of my project. Tha ou Mike Donahue CITY OF 33530 1st Way South Federal Way, WA 98003 206.661.4131 206.661.4129 Fax DATE: — I 1 I TO: I 1,- n I �c c,,-y i A- 9, 4J;2, FROM.- x RE. .I�I[ e-R h4l ^re. Au Anna.?I_:�7C_ _iP2-crl -- F ] ^ 1 TRANSMITTED AS CHECKED BELOW.- ❑ For your review ❑ As requested ❑ For your approval ❑ For your information XFor your action ❑ Under separate cover ❑ Please return ❑ Other ❑ Via-- ITEM/COPIES DESCRIPTION i rc PLEASE NOTIFY SENDER AI uNUE - MAI-1Al. Comments: ORIGINAL: RECIPIENT; CANARY: PROJECT/CONTRACT FILE; PINK: CORRESPONDENCE FILE Page :'� of INSPECTOR'S REPORT PROJECT NAME IJ S DATE �I� 1-955' r PROJECT NO. DAY: S TT V TH F S WEATHER: PM INSPECTOR 1?> , -� ENGINEER CONTRACTOR'S EQUIPMENT.ON SrM CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS Irlat m of inspc,t COMMENTSICOMMUNICATIONS/OBSERVATIONS Cfbw Report) �Pg 1--7'i C- i IC 0 -es el -rrz:-E K)t) PrQ-,I- f"xcki ArI r.1 �76 (Z '1M")'iRF C B l U► 6 Z-15T� x l °� "'( C �Td t. 17 !-d � rep. -r- � ► �.] TOTAL INSPECTION HOURS TO DATE , YES NO N/A YES NO NIA TESC TRAFFIC CONTROL IN PLACE SIGNATURE �% DATE K:�FORMS�IIdSP.FRM crsvi of � Page of INSPECTOR'S REPORT PROJECTNAME PROJECT NO. INSPECTOR B . ENGINEER DATE 2/ {- DAY: S M T W TH F S WEATHER: AM PM CONTRACTOR'S EQUU%W.NT ON SITE CONTRACTOR'S PERSONNEL PREVIOUS INSPECTION HOURS Hours of kVWtiM COMMFNTSICOMM: U ICATIONSIOBSERV ATiONS K rt s v- d I �k) 6�- Y-- TOTAL INSPECTION HOURS TO DATE YES i NO N/A YES NO N/A TESC TRAFFIC CONTROL IN PLACE Aw SIGNATURE f� DATE K:\FORMS�IIdSP.FRM C1 oP j Page / I of INSPECTOR'S REPORT PROTECT NAME �) 6 f }-- fFk G %i CC - 0 o DATE '?I2. -./9 8 PROJECT NO. DAY: S T W TH F S WEATHER: AM PM INSPECTOR 6,—J�} ENGINEER CONTRACTCI'ws�mummENT ON SITE CDNTRACTOR'S P$[�,502�TNEL PREVIOUS INSPECTION HOURS Hags of Inspection COMMENTS/CONWJNICATIONS/OBS.ERVATIONS ' Report) l S L I V, A fl C &3 C 51 Dr T T. TOTAL INSPECTION HOURS TO DATE YES NO NIA YES NO NIA TESC TRAFFIC CONTRO IN PLACE SIGNATURE DATE K WORMSUNSPYRM " J` cm� � Page I � Of INSPECTOR'S REPORT PROJECT NAME Cl -l-t-'i5 H b i2 �. v C� DATE S� J PROJECT NO. DAY: S M T W � F S WEATHER: AM PM INSPECTOR ENGDWM CONTRACTOR'S 3EQCnPl�1ENT ON:SIT£ . .. CONTRACTOR`.5 PERSO NE rA1146 oOr,3AHtAl PREVIOUS INSPECTION HOURS �- Houm of Inspection i.-COMMENTSICOMMUNICA'flOiqVOBSERVATIONS R rt Cu �Jc2 T I P'V OIJ Z( sue_ 'P(D2M O 2-D ESE P S 14 S Q O- v C 4 --M D&Y . /\bL k S w 6,'-L� TOTAL INSPECTION HOURS TO DATE YES No NiA YES NO NIA TESC TRAFFIC CONTROL IN PLACE �r I Jglz SIGNATURE DATE K:XFORMS�WSP.FRM Page a of INSPECTOR'S REPORT PROJECT NAME VI-"j DATE I 1 PROJECT NO. DAY: S M T W TH F S WEATHER: AM PM INSPECTOR ENGINEER CvNTRAMR'S:EQUlPNMNT ON SITE CONTRACTOR'S PMMNNET. PREVIOUS INSPECTION HOURS 'Haus Of Ispec�E COM3AENTS/CoheA MCATIONSIOMERVAnONS R 01 5 T- V-) i TOTAL INSPECTION HOURS TO DATE YES NO I NIA YES NO NIA TESC TRAFFIC CONTROL IN PLACE e-, 3r JP, SIGINATURE DATE KAFORMSUNSPYRM w From: Lori Michaelson To: bobs,r,ickp,trentw,stephenc,jimf Date: 4/29/99 5:30pm Subject: David Scott, NW Church came in today asking for copies of correspondence on Northshore Automotive, specifically relating to ROW mods. I made three letters from the file in Jim Femling's possession. I put a note in the file of what copies were given to him. Obviously the church is trying to build a case that we treated street frontage requirements differently between the two projects. He did not browse through the project files but asked for this specific correspondence. I told him I would provide the copies as a courtesy, but they may not represent all correspondence on the subject, and if he wants a full file review he needs to fill out a records request. 1��, fio rM D.�l October 23, 1997 Michael Donahue BP Oil 2100 SW 356th Street Federal Way, WA 98023 Subject: Right of Way Modification Request, UPR97-0021 35406 21st Ave SW Dear Mr. Donahue: :7;�4111V + The Public Works Department has received your letter of request for modification for street improvements along 21st Ave SW. This letter responds to your request. After evaluating the existing conditions along 21st Ave SW, review of Federal Way City Code (FWCC) provisions (Sections 22-1496, 22-1477), and the direction provided by the City Council, the Public Works Department hereby modifies the requirements for street improvements applicable to your permit application, as discussed below. FWCC Section 22-1477 Modification of Improvements Along Property Frontage: This code section provides the Public Works Director with the ability to modify, defer, or waive the required street improvements only after consideration of four specific reasons or criteria. The criteria most applicable here is contained in FWCC 22-1477(1). It permits a modification where the streets "improvement as required would not be harmonious with existing street improvements". FWCC Section 22-1496 Vehicular Access Easements Improvements: This code section provides for improvements that must be installed, based on the classification criteria of FWCC Sec. 22-1525. After reviewing these code sections and the existing conditions of SW 312th Street we made our decision based on the following: 1. 21st Ave SW consists of an asphalt paved roadway with curb and gutter, no sidewalks along the east side of the street with no street lighting. A row of oak trees are established at eight feet (measured to the center of 12" dia) from the back of the curbing. 2. Widening of 21st Ave SW is on the City's Transportation Improvement Plan (TIP) - 1998 to 2110. The project is undef-the capital project list and proposes to widen 21st Ave SW.to 5 lanes. I Mej o-n Page 2 Mr. Donahue October 23, 1997 As a result, full application of the required street improvements along the frontage of your property would not be harmonious with existing street improvements. The City is able to grant a deferment of full street improvements along 21st Ave SW. As a condition of this code deferment, you are required To execute an Agreement to Install Right of Way improvements" Agreement in the event that a future improvements are realized. A copy of the agreement is attached for your signature and must be notarized. Additionally, please attach a $10.00 check payable to King County Records and Elections for recording fee. A notary is available at City Hall for our convenience. 2. Street improvements along your property street frontage will include the placement of an eight foot sidewalk twelve feet from the back of the existing curbing. Street lighting will also be required. The area between the existing curb and the west face of the new side walk will be landscaped as the landscape strip required for street improvements. If you have any questions, contact me at 661-4196. Sincerely, Gary Barnett, P.E. Senior Development Engineer gb:jav c: Stephen Clifton, Development Services Manager Julie Venn, Engineering Plans Reviewer H Deb Barker, Associate Planner file df L:\PRMSYS\DOCUMIENT\UPR97-00.21\PW102397.DOC PUBLIC WORKS DEVELOPMENT SERVICES RIGHT-OF-WAY MODIFICATIONS REPORT REQUEST RECEIVED DATE 9 I z6 IDfr PW RESPONSE DATE 161 Z31�)-7 PROJECT NO.: P - ccz) - PROJECT ADDRESS: --:554 r) (0 .2-\ I� PROJECT DESCRIPTION: fop c nth-nk-a1YLA DESCRIPTION OF EXISTING STREET/PED/SAFETY/NEIGHB}ORHOOD CONDITIONS: 1 no L {'r� 1 n il cam.► l �� (--c_��Cr. d Lo � Tir\ _el i) r �3 . Gt a ViA, DATE MODIFICATION WAS GRANTED: BASIS FOR GRANTING MODIFICATION: NO PROTEST L.I.D. REQUIRED: NO PROTEST L.I.D. RECORDED: STAFF: STAFF: STAFF: STAFF: KADE VRE V\RO WIMODL.OG. FRM YES NO (circle one) HOURS HOURS - HOURS: (IJate) cmror G 0I.1_ Z ' Date: September 3, 1997 To: Deb Barker From: Fay Schafi Subject: Northshore Automotive Shop Petition This is the response to the traffic concerns identified in the petition dated August 12, 1997. Based on the existing accident rate on 21st Avenue SW and the trip generation of the proposed facility, the project would not be triggering warrants for left -turn lane or increased width of the existing lanes. The proposed 30 foot wide driveway is adequate for two-way ingress and egress and would accommodate the turning movements of the tow trucks. L:\PRMSYS\DOCUMENT\SEP97_00.25\TRAFFIC2.DOC [8L8S ON XU/XZ1 Lf:OT---r L61VZ/60 A Date S tember 24, 1997 Number of pages including cover sheet 4 To: Julie Venn City of Federal Way Phone Fax Phone CC: Julie: 206-661-4125 206-661-4129 1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 From: Teri Woods Project: Northshore Automotive Our Project#: 97108.10 Phone 253-573-0040 Fax Phone 253-573-0142 ❑ Urgent ® For your review ® Reply ASAP X Please comment I have attached the revised detention sizing calculations for the Northshore project as we discussed in yesterday's phone conversation- As you will see, as a result of the revision, the 100 year post -developed flows .increased by .01 cfs, consequently, we are still within the 0.5efs threshold. Call me if you have any questions. Thanks, Tim Holderman Td WtUEV:OT L66T bZ 'daS 0b00 EZS 90E T : 'ON 9NOHd I '9NI `JNINEEINION9 QNnos : wo�u [8L8S ON XH/XZ] LV:07131A L6/VZ/60 9/23/97 page 2 Detention System analysis 100 year pre and post developed storm event BASIN SUMMARY BASIN ID: a4 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet PEAK RATE: 0.25 BASIN ID: a5 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC----- : ABSTRACTION COEFF: NAME: 2yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.10 inches AREA..: 0.42 Acres 10.00 min CN....: 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.38 Acres CN.:... 98.00 L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 cfs VOL: 0.09 Ac-ft TIME: 480 min NAME: 10yr post 0.80 Acres BASEFLOWS: 0.00 cfs, TYPEIA PERVIOUS AREA 2.95 inches AREA..: 0.42 Acres 10.00 min CN..... 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA_.: 0.38 Acres TcReach - Sheet L: 225.00 PEAK RATE: 0.39 cfs VOL: CN..... 98.00 ns:0.0110 p2yr: 2.00 s:0.0100 0.15 Ac-ft TIME: 480 min BASIN ID: a6 NAME: 100yr post SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 4.20 inches AREA..: 0.25 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.55 Acres CN..... 95.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.62 l cfs VOL: 0.22 Ac-ft TIME: 470 min Ed WHEV:OT Z66T bZ .daS 0b00 2ZS 90E T : 'ON 9NOHd I '9NI `ONIN33NIONO CMOs : woaj [8L82 ON YH/AZ] LV:0711HA L6/VZ/60 , .,_ �_, . , '� Detention System analysis 100 year pre and post developed storm event -------------- BASIN SUMMARY BASIN ID: al NAME: 2yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA - PERVIOUS AREA PRECIPITATION....: 2.10 inches AREA..: 0.80 Acres TIME INTERVAL....: 10.00 min CN..... 81.00 TIME OF CONC.....: 66.92 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 55.00 ns:0.2400 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.2400 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 2.00 s:0.0050 PEAK RATE: 0.04 cfs VOL: 0.04 Ac-ft TIME: 540 min BASIN ID: a2 NAME: 10yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: - TYPEIA PERVIOUS AREA PRECIPITATION....: 2.95 inches AREA..: 0.80 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 66.92 min IMPERVIOUS AREA ABSTRACTION COEFF: 0_20 AREA..: 0.00 Acres CN....: 98.00 TcReach - Sheet L: 55.00 ns:0.2400 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.2400 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 2.00 s:0.0050 PEAK RATE: 0.10 cfs VOL: 0.09 Ac-ft TIME: 520 min BASIN ID: a3 NAME: 100yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 4.20 inches AREA..: 0.80 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 66.92 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 55.00 ns:0.2400 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.2400 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 2.00 s:0.0050 PEAK RATE: 0.20 .ter cfs VOL: 0.15 Ac-ft TIME: 490 min Ed WHEV:OT L66T bZ .daS Ob00 ZZS 90E T : 'ON 9NOHd I 'ONI `SNIN33NION9 GNnos : WONd * [8L89 ON III/%Z] Lvo0 —yM L6/I;Z/60 97108.10 (REVISED 9123197) 'CN' CALCULATIONS GRAVEL AREA - 7,209 SO. FT. PAVED AREA = 450 + 12,221 = 12,671 BUILDING AREA = 4,000 SQ. F E LANDSCAPE AREA = 11,231 SQ_ Fr. TOTAL SITE AREA = 35,111 SQ. FT. (.80 ACRES) AVERAGE 'CN' IMPERVIOUS = CN = 7209 89 + 16671 98 = 95.60 23,800 (0.54 acres) PERVIOUS CN = 86 = 11,231 SO. FT. (0.26 acres) bd WUVV : OT L66T bz .daS Ob00 ELS 90E T : 'ON 9NOHd I 'ON I ' JN I NEEIN I JN9 QNIIOS : WOZId CITY OF 33530 1ST WAY SOUTH December 15, 1997 Mr. Mike Donahue Northshore BP 2100 SW 356th Street Federal Way, WA 98023 Re: Right -of -Way Improvements for Northshore Automotive Request for Reconsideration Dear Mr. Donahue: (253) 661-4000 FEDERAL WAY, WA 98003-6210 The Public Works Department is in receipt of your letter dated November 10, 1997 requesting the City waive right-of-way requirements, i.e., road widening, street trees, street lighting, etc. This is based on your understanding that during the preapplication process, you were told that no right-of-way improvements would be required. According to the attached page from the City's response to the pre -application submittal, highlighted Item 4 lists improvements required along subject property per the Federal Way City Code (FWCQ. Listed items include road widening, installation of a utility/landscape strip, street lighting and trees, and sidewalks. Highlighted Item 5 states that the applicant may submit a request for modification to these standards. Our records show that the City issued a decision on your request for modification on October 30, 1997. In the decision, the City partially granted your request and required improvements along your street frontage only and not along both sides of the street. We have reconsidered your request for modification as submitted, however, the decision issued on October 30, 1997 still applies. As such, a formal application shall include civil engineering drawings which depict requirements listed in the letter. If you have any questions, please call me at (253) 661-4130, or Julie Venn at (253) 661-4125. Sincerely, CARY M. ROE, P.E. Public Works Director CMR jd Enclosure: Copy of Requirements attached to Preapplication Response cc: t uIic Venn, Engineering Plana Reviewer Project File Day File L:\PRMSYS\DOCUMENT\UPR97 00.21\PW121697.DOC 3. The proposed driveway shall be a maximum of 30 feet wide. (FWCC 22-1542) Driveways may not be located closer than 150 feet to any street intersection or to any other driveway, whether on or off the subject property. (FWCC 22-1543) �--� 0 4. Section 22-1473 of the FWCC requires full width right-of-way improvements along 21st Ave SW, a principal arterial. The improvements include both sides of the road and any necessary transitions. Per section 22-1524, principal arterial classification requires a minimum right-of-way width is 100 feet, minimum paving width is 60 feet with vertical curbs, street lighting, 8 foot sidewalks with a minimum 6 foot utility/landscaping strip planted with street trees at 30 foot on center. Bicycle lanes shall be required along the principal arterial. 5. Per section 22-1477 of the FWCC, the applicant may make a written request to the Public Works Director for a modification, deferment or waiver from the above requirements. A handout on these procedures is attached. 6. The site plan submitted should show the location of any existing and proposed utilities in the areas affected by construction. Attached is the Public Works review checklist for Site Plan Submittal. BUILDING PER1%M ISSUES Final site improvement plans will need to be prepared for the project and submitted with the building permit application. The plans shall be drawn on 24" x 36" size sheets at a scale of 1" = 20% based on KCAS or NGVD-29 vertical datum and signed/sealed by a professional engineer licensed in the State of Washington. 2. Provide an Erosion/Sedimentation Control plan, details and a construction sequence for the proposed development that conforms to the current KCSWDM. 2. As -built storm drainage and street improvement plans on mylar per the city's as -built standard and the approved hydraulics report for the site are required at the completion of the project. 3. Prior to issuance of the building permit, payment of engineering review costs, Public Works inspection fee deposit, and posting of a performance bond is required. A supplemental administrative fee deposit shall also be provided in accordance with the table in FWCC section 22-151. A two-year maintenance bond in the amount of 30- percent of the bond amount will be required after acceptance of on -site and off -site improvements and as -built plans. 4. The applicant shall reimburse the City for the cost of all required regulatory, warning and street name signs that are installed prior to acceptance by the City of all other required improvements. 5. Copies of Public Works' standard checklists are available upon request to assist the applicant's engineer and other professionals in preparing plans for review. [SM ON xH/xI1 ZV:9T L L6/90/TT FAX Date November 6, 1997 Number of pages including cover sheet 3 To: Julie Venn City of Federal Way Phone 206-661-4125 Fax Phone 206-661-4129 CC: Sound Engineering, Inc. 1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 From: Tim Holderman Project: Northshore Automotive Our Project#: 97108.10 Phone 253-573-0040 Fax Phone 253-573-0142 ❑ Urgent ® For your review ® Reply ASAP Please comment Julie: Attached are the revised calculations for the pre -developed stormwater flows as you requested in your fax. The revision indicates that the 100 year pre to post flow increase is 0.48 cfs. In addition. I have included the 7 core and 12 special requirements for your inclusion in the site plan review information.. Please call or fax if there is any additional information you may need. I Thank you, Tim Holderman Td WdTV:bO L66T 90 '^�N 0b00 £LS 9OZ T : 'ON BNOHd I'7NI`JNId39NIJN9 QNf10S : wodA [93r9 ON Xx/%Z] Zr:9T )j. L6/90/1T 11/6/97 3:42:24 pm Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm BASIN SUMMARY page 1 BASIN ID: al NAME: 2yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV IMP PRECIPITATION....: 2.10 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL..... 10.00 min CN.... : 81.00 0.00 TC.... : 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L. 55.00 ns:0.4000 p2yr: 2.00 5:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.04 cfs VOL: 0.04 Ac-ft TIME: 660 min BASIN ID: a2 NAME: 10yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 2.95 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 0.00 TC..... 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.09 cfs VOL: 0.09 Ac-ft TIME: 540 min BASIN ID: a3 NAME: 100yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 4.20 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN.... : 81.00 0.00 TC..... 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 5:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.17 cfs VOL: 0.15 Ac-€t TIME: 540 min REVISION DATE NOV 07 1997 Ed WdEV:Vo L66T 90 '^cN 0b00 EZS 90E T : 'ON 9NOHd ,y v 1 'ON I `JN I dD3N I 9N9 GNf10S : wod-d 10/ 7/97 page 2 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm event BASIN ID: a4 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: BASIN SUMMARY NAME: 2yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.10 inches AREA..: 0.26 Acres 10.00 min CN....: 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.54 Acres TcReach - Sheet L: 225.00 PEAK RATE: 0.29 cfs VOL: BASIN ID: a5 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: CN....: 98.00 ns:0.0110 p2yr: 2.00 s:0.0100 0.11 Ac-ft TIME: 470 min NAME: 10yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPElA PERVIOUS AREA 2.95 inches AREA..: 0.26 Acres 10.00 min CN....: 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.54 Acres TcReach - Sheet L: 225.00 PEAK RATE: 0.43 cfs VOL: BASIN ID: a6 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet PEAK RATE: 0.65 CN....: 98.00 ns:0.0110 p2yr: 2.00 s:0.0100 0.16 Ac-ft TIME: 470 min NAME: 100yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 4.20 inches AREA..: 0.25 Acres 10.00 min CN....: 86.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.55 Acres CN....: 98."00 L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 cfs VOL: 0.24 Ac-ft TIME: 470 min REVISION DATE NOV 0 6 1997 97108.10 (REVISED 10/7/97) 'CN' CALCULATIONS GRAVEL AREA = 7,209 SQ. FT. PAVED AREA = 450 + 12,221 = 12,671 BUILDING AREA = 4,000 SQ. FT. LANDSCAPE AREA = 11,231 SQ. FT. TOTAL SITE AREA = 35,111 SQ. FT. (.80 ACRES) AVERAGE'CN' IMPERVIOUS = CN = 98 = (0.54 acres) PERVIOUS CN = 86 = 11,231 SQ. FT. (0.26 acres) 10/ 7/97 page 1 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm event BASIN ID: al SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: BASIN SUMMARY NAME: 2yr pre 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.10 inches AREA..: 0.80 Acres 10.00 min CN....: 81.00 66.92 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres TcReach - Sheet L: 55.00 TcReach - Sheet L: 40.00 TcReach - Sheet L: 200.00 PEAK RATE: 0.04 cfs VOL: BASIN ID: a2 SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: CN..... 98.00 ns:0.2400 p2yr: 2.00 s:0.1000 ns:0.2400 p2yr: 2.00 s:0.0440 ns:0.2400 p2yr: 2.00 s:0.0050 0.04 Ac-ft TIME: 540 min NAME: 10yr pre 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.95 inches AREA..: 0.80 Acres 10.00 min CN..... 81.00 66.92 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres TcReach - Sheet L: 55.00 TcReach - Sheet L: 40.00 TcReach - Sheet L: 200.00 PEAK RATE: 0.10 cfs VOL: BASIN ID: a3 SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: CN..... 98.00 ns:0.2400 p2yr: 2.00 s:0.1000 ns:0.2400 p2yr: 2.00 s:0.0440 ns:0.2400 p2yr: 2.00 s:0.0050 0.09 Ac-ft TIME: 520 min NAME: 100yr pre 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 4.20 inches AREA..: 0.80 Acres 10.00 min CN....: 81.00 = fires+ ,-)ec-ond 66.92 min IMPERVIOUS AREA 6r6w+1-' 0.20 AREA..: 0.00 Acres TcReach - Sheet L: 55.00 TcReach - Sheet L: 40.00 TcReach - Sheet L: 200.00 PEAK RATE: 0.20 cfs VOL: CN..... 98.00 ns: .24 0 p2yr: 2.00 s:0.1000 ns: .24i0 p2yr: 2.00 s:0.0440 ns: 0 p2yr: 2.00 s:0.0050 0. 5 Ac-ft TIME: 490 min c a 40 tdGuc"- (A �� be-,- k&ak- [sSr9 ON XH/XJ1 Zt=9T" )L L6/90/TT Memo To: City of Federal Way Storm drainage requirements Core requirement responses civ$ engineers • lana planners Project No. 97108.10 Project Name: Northshore Automotive Author: Seabrook Schilt Date: 11/04/97 3:45 PM Cc: (1) The existing drainage direction has not been altered by this project (2) The storm report includes a Level 1 analysis per core requirement #2. (3) The project is under the 0.5 cfs peak flow increase threshold and therefore is a negligible increase not requiring controlled release. A biofltration swale has been designed to meet the requirements. (4) Conveyance analysis is included in the storm report. (5) The erosion potential from this small project is not large, but the plans do require the contractor to provide appropriate erosion control measures- (6) Maintenance and operation instructions appropriate to this project have been included in the storm report. (7) The bond and liability requirements of the City of Federal Way will be met. Sppcigl Requirements (1) This project is not within a critical drainage area. (2) The does not conflict with any master drainage plan (3) This project does not require a master drainage plan (4) The project is within the West Hyiebos Creek Basin (5) Special water quality controls are not required for this project (6) Coalescing Plate oil/water separators are not required for this project (7) The project is not located within nor does it discharge to a closed depression (8) No Lakes, wetlands, or closed depressions are used for peak rate runoff control. 9EVISION DATE NOV 0 7 1997 1019 Pacific Avenue, Suite 906 • Tacoma, WA 98402 ■ (206) 573-0040 ■ FAX (206) 573-0142 Ed WdT17:170 L66T 90 '^0N 01700 EZS 90E T : 'ON 9NOHd I 'JNI `JNId33NION9 QNnos : WOad JCrrYOF PUBLIC WORDS DEPARTMENT FAX TRANSMITTAL MEMORANDUM fmo TO: D.te: ( Cc / 7 , 6Q 3 - 55 7;3 - 0 / 4a FAX #: NUMBER OF PAGES (Including Memo Sheet) FROM: Julie A. Venn, Engineering Plans Reviewer Phone: 661-4125 Fax: 661-4129 OFFICE OF: Development Review I" 7 IN [99V9 09 XU/111 ZV:9T L6/90/TT Memo To: City of Federal Way Storm drainage requirements Core requirement responses cif engineers . hmd pLmn=s Project No. 97108.10 Project Name: Northshore Automotive Author: Seabrook Schilt Date: 11/04/97 3:45 PM Cc: (1) The existing drainage direction has not been altered by this project (2) The storm report includes a Level 1 analysis per core requirement #2. (3) The project is under the 0.5 cfs peak flow increase threshold and therefore is a negligible increase not requiring controlled release. A biofiltration swale has been designed to meet the requirements. (4) Conveyance analysis is included in the storm report. (5) The erosion potential from this small project is not large, but the plans do require the contractor to provide appropriate erosion control measures. (6) Maintenance and operation instructions appropriate to this project have been included in the storm report. (7) The bond and liability requirements of the City of Federal Way will be met. Sppcigl Requirements (1) This project is not within a critical drainage area. (2) The does not conflict with any master drainage plan (3) This project does not require a master drainage plan (4) The project is within the West Hylebos Creek Basin (5) Special water quality controls are not required for this project (6) Coalescing Plate oil/water separators are not required for this project (7) The project is not located within nor does it discharge to a closed depression (8) No Lakes, wetlands, or closed depressions are used for peak rate runoff control. REVISION DATE Nov 0 i 1997 1019 Pacific Avenue, Suite 906 • Tacoma, WA 98402 . (206) 573-0040 ■ FAX (206) 573-0142 Ed WdTb:bO L66T 90 'nON 0b00 ELS 90Z T : 'ON 3NOHd I'JNI`ONId33NION3 QNnos : woaj [85r9 ON XH/%11 ZV:9T ; L6/90/TT 11/6/97 3:42:24 pm page 1 i Northshore Automotive Repair , Detention System analysis 100 year pre and post developed storm BASIN SUMMARY BASIN ID: al NAME: 2yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA FERV IMP PRECIPITATION....: 2.10 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN.... : 81.00 0.00 TC.... : 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.04 cfs VOL: 0.04 Ac-ft TIME: 660 min BASIN ID: a2 NAME: 10yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 2.95 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL_...: 10.00 min CN.... : 81.00 0.00 TC.... . 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0_0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.09 cfs VOL: 0.09 Ac-ft TIME: 540 min BASIN ID: a3 NAME: 100yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV IMP PRECIPITATION....: 4.20 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN..... 81.00 0.00 TC..... 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.17 cfs VOL: 0.15 Ac-ft TIME: 540 min REVISION DATE NOV 07 t997 Ed WdEV:VO L66T 90 '^cN 0b00 22-9 90E T : 'ON 3NOHd I 'DWEININ3DNIONEI GNf10S : wau MEMORANDUM Date: December 11, 1996 To: Julie Venn From: Fay Schaf Subject: Northshore Automotive Shop (PRE96-0050) We have reviewed the pre -application materials submitted for the above referenced project and have the following comments: • The proposed project is not expected to generate significant traffic impacts, therefore, TIA is not required. The proposed driveway does not meet the City's 150 feet minimum driveway spacing requirement. To comply with this separation requirement, the driveway must be re -located further to the north. L:\PRMSYS\DOCUMENT\PRE96_00.50\TRAFFICI.DOC January 21, 1997 City of Federal Way Publics Works Director Re: Right of way improvements Dear Public Works Director, The right of way improvements sides of the street. The only in front of our site. 2100 SW 356th Federal Way, Washington 98023 (206)838-9142 or952-2330 are entirely installed on both thing missing is the sidewalk We feel if the improvements were upgraded to current codes the continuity of the exisiting improvements would be negatively affected. The mature maple street trees would have to be removed and replaced with smaller trees and the installation of bike lanes for 150' would be a danger not a enhancement to the City. We propose to install a 5' sidewalk next to the curbline as this will save the mature street trees and conform to the existing sidewalk. This will be the safest solution and also preserve the continuity on 21st Ave SW. Sincer ly, &j Michael J Donahue I�M�ef 9/,a3197 _3 MORTM -,WoRF pR E�-/1441ti,4-I2y AuT°mo-rive- pj?1�41v-t,GE By W. s I0701- 5R l r Z p� y,4L4,c.,p W4- ` 8-3 74- z C. FI6 3 3.59J 11171 o smV IXPIRES: 7 /25s` RFOEIVED Nov 151996 ClT13 LDIN �, EPTVAY r• 1 TCxlSl/% 5 = O, ,�) �- 9 -F/I�t L= mt2 " pL—Z T = G -4 -Z o.�l� Z CZ)� 5 7 = LGp C9 '-) //I►rve Dn1vA-0-oF._ '�-) T S 4RkF. - 1 ZS, a-: 2- r 3s / Z�. 5 S` _ (9. ?06q- ACRE-5 C 57r. = 7) _55 3 5 ir rat c.nr �G 5), C4�p"71- = 520 5l- RovF AREA 520 5 F Scfpp- 3 5J 12 - ( 9 �'z+ �- 7 5s3 �- �-, S. � o� = / 3, 2 z:e 5F CN F-x) 5T- = F9 cN +C P 9 S c� Tc- = 9 / C/V PGOF3 � 51 C �/ Lomb S [.q-P� s 50 ;tx ►57- 7-G L«A;Z� PROP. 7'e-- Cti P Aop o,�lx.D 9/ x 7553 + 90 x / 3) 2- 2.�D 4 ,98'x t t 3 4+- 3 51 / 2-4 9 3.5 z-5d L5�) 5 1 z ?-, 5 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (gin) Peak now (ds) Time interval (min) Time to peak (min) Volume lam) Return period (Yrs) Inflow hyd(s) Maximum elevation (R) Maximum storage (cam) Hydrograph description 1 SCS Runoff 0.2 2 496 0.07 2 --- --- EAsting Runof 2 SCS Runoff., 4.1 2 716 0.21 100 — Proposed Runof 3 Reservoir 0.2 2 794 0.21 100 2 3.98 5015 400' - 48" Proj. file: DONAHO.GPW IDF file: SAMPLUDF Run date: 11-07-1996 Hydrograph Rep rt Pap, Hyd. No. 1 Existing Runoff Hydrograph type = SCS Runoff Peak discharge = 0.16 cfs Storm frequency = 2 yrs Time interval = 2 min Drainage area = .8064 ac Curve number = 89 Basin Slope = 2.9 % Hydraulic length = 140 ft Tc method = USER Time of conc. (Tc) = 35 min Total precip. = 2.00 in Distribution = Type IA Storm duration = 24 hrs Shape factor = 484 Total Volume = 2,975 cult, 0.066 acft Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 7.60 0.05 8.73 0.10 9.87 0.06 11.00 0.05 7.63 0.05 8.77 0.10 9.90 0.06 11.03 0.05 7.67 0.06 8.80 0.10 9.93 0.06 11.07 0.05 7.70 0.06 8.83 0.09 9.97 0.06 11.10 0.05 7.73 0.07 8.87 0.09 10.00 0.06 11.13 0.05 7.77 0.08 8.90 0.09 10.03 0.06 11.17 0.05 7.80 0.08 8.93 0.09 10.07 0.06 11.20 0.05 7.83 0.09 8.97 0.09 10.10 0.06 11.23 0.05 7.87 0.10 9.00 0.08 10.13 0.06 11.27 0.05 7.90 0.11 9.03 0.08 10.17 0.06 7.93 0.12 9.07 0.08 10.20 0.06 7.97 0.12 9.10 0.08 10.23 0.06 ... End 8.00 0.13 9.13 0.08 10.27 0.06 8.03 0.14 9.17 0.08 10.30 0.06 8.07 0.15 9.20 0.08 10.33 0.06 8.10 0.15 9.23 0.08 10.37 0.06 8.13 0.16 9.27 0.07 10.40 0.06 8.17 0.16 9.30 0.07 10.43 0.05 8.20 0.16 9.33 0.07 10.47 0.05 8.23 0.16 9.37 0.07 10.50 0.05 8.27 0.16 « 9.40 0.07 10.53 0.05 8.30 0.16 9.43 0.07 10.57 0.05 8.33 0.16 9.47 0.07 10.60 0.05 8.37 0.16 9.50 0.07 10.63 0.05 8.40 0.15 9.53 0.07 10.87 0.05 8.43 0.15 9.57 0.06 10.70 0.05 8.47 0.14 9.60 0.06 10.73 0.05 8.50 0.14 9.63 0.06 10.77 0.05 8.53 0.13 9.67 0.06 10.80 0.05 8.57 0.13 9.70 0.06 10.83 0.05 8.60 0.12 9.73 0.08 10.87 0.05 8.63 0.12 9.77 0.06 10.90 0.05 8.67 0.11 9.80 0.06 10.93 0.05 8.70 0.11 9.83 0.08 10.97 0.05 Hydrograph Report Hyd. No. 2 Proposed Runoff Hydrograph type = SCS Runoff Peak discharge = 4.11 cis Storm frequency = 100 yrs Time interval = 2 min Drainage area = .8064 ac Curve number = 93.5 Basin Slope = 2.5 % Hydraulic length = 250 ft Tc method = USER Time of conc. (Tc) = 5.3 min Total precip. = 4.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Discharge Table Page 1 Total Volune = 8,979 cult, 0.206 acft Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 8.63 0.05 9.77 0.07 10.90 0.15 12.03 1.93 8.67 0.05 9.80 0.07 10.93 0.16 12.07 1.06 8.70 0.05 9.83 0.08 10.97 0.16 12.10 0.65 8.73 0.05 9.87 0.08 11.00 0.17 12.13 0.54 8.77 0.05 9.90 0.08 11.03 0.16 12.17 0.52 8.80 0.05 9.93 0.08 11.07 0.15 12.20 0.49 8.83 0.06 9.97 0.08 11.10 0.16 12.23 0.47 8.87 0.06 10.00 0.08 11.13 0.18 12.27 0.45 8.90 0.06 10.03 0.08 11.17 0.20 12.30 0.43 8.93 0.06 10.07 0.09 11.20 0.21 12.33 0.41 8.97 0.06 10.10 0.09 11.23 0.22 12.37 0.38 9.00 0.06 10.13 0.09 11.27 0.22 12.40 0.36 9.03 0.06 10.17 0.09 11.30 0.23 12.43 0.34 9.07 0.06 10.20 0.09 11.33 0.24 12.47 0.32 9.10 0.06 10.23 0.10 11.37 0.25 12.50 0.30 9.13 0.06 10.27 0.10 11.40 0.26 12.53 0.27 9.17 0.06 10.30 0.10 11.43 0.27 12.57 0.26 9.20 0.06 10.33 0.10 11.47 0.28 12.60 0.25 9.23 0.06 10.37 0.11 11.50 0.29 12.63 0.24 9.27 0.06 10.40 0.11 11.53 0.33 12.67 0.24 9.30 0.06 10.43 0.11 11.57 0.43 12.70 0.23 9.33 0.06 10.47 0.11 11.60 0.58 12.73 0.23 9.37 0.06 10.50 0.11 11.63 0.76 12.77 0.22 9.40 0.06 10.53 0.12 11.67 0.96 12.80 0.22 9.43 0.06 10.57 0.12 11.70 1.18 12.83 0.21 9.47 0.06 10.60 0.12 11.73 1.40 12.87 0.21 9.50 0.06 10.63 0.13 11.77 1.63 12.90 0.20 9.53 0.07 10.67 0.13 11.80 1.95 12.93 0.20 9.57 0.07 10.70 0.13 11.83 2.42 12.97 0.19 9.60 0.07 10.73 0.14 11.87 3.00 13.00 0.19 9.63 0.07 10.77 0.14 11.90 3.65 13.03 0.18 9.67 0.07 10.80 0.14 11.93 4.11 << 13.07 0.18 9.70 0.07 10.83 0.15 11.97 3.95 13.10 0.18 9.73 0.07 10.87 0.15 12.00 3.08 13.13 0.17 Continues on next page... Proposed Runoff Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) Page 2 Time -- Outflow (hrs cfs) 13.17 0.17 14.83 0.09 16.50 0.06 18.17 0.05 13.20 0.17 14.87 0.09 16.53 0.06 18.20 0.05 13.23 0.17 14.90 0.09 16.57 0.06 18.23 0.05 13.27 0.16 14.93 0.09 16.60 0.06 18.27 0.05 13.30 0.16 14.97 0.09 16.63 0.06 18.30 0.05 13.33 0.16 15.00 0.09 16.67 0.06 18.33 0.05 13.37 0.15 15.03 0.09 16.70 0.06 18.37 0.05 13.40 0.15 15.07 0.09 16.73 0.06 18.40 0.05 13.43 0.15 15.10 0.09 16.77 0.06 18.43 0.05 13.47 0.15 15.13 0.09 16.80 0.06 18.47 0.05 13.50 0.14 15.17 0.09 16.83 0.06 18.50 0.05 13.53 0.14 15.20 0.09 18.87 0.06 13.57 0.14 15.23 0.09 16.90 0.06 13.60 0.14 15.27 0.08 16.93 0.06 ...End 13.63 0.13 15.30 0.08 16.97 0.06 13.67 0.13 15.33 0.08 17.00 0.06 13.70 0.13 15.37 0.08 17.03 0.06 13.73 0.13 15.40 0.08 17.07 0.06 13.77 0.13 15.43 0.08 17.10 0.06 13.80 0.12 15.47 0.08 17.13 0.06 13.83 0.12 15.50 0.08 17.17 0.06 13.87 0.12 15.53 0.08 17.20 0.06 13.90 0.12 15.57 0.08 17.23 0.06 13.93 0.12 15.60 0.08 17.27 0.06 13.97 0.11 15.63 0.08 17.30 0.06 14.00 0.11 15.67 0.08 17.33 0.06 14.03 0.11 15.70 0.08 17.37 0.06 14.07 0.11 15.73 0.07 17.40 0.06 14.10 0.11 15.77 0.07 17.43 0.06 14.13 0.11 15.80 0.07 17.47 0.06 14.17 0.11 15.83 0.07 17.50 0.06 14.20 0.11 15.87 0.07 17.53 0.06 14.23 0.11 15.90 0.07 17.57 0.06 14.27 0.10 15.93 0.07 17.60 0.08 14.30 0.10 15.97 0.07 17.63 0.06 14.33 0.10 16.00 0.07 17.67 0.06 14.37 0.10 16.03 0.07 17.70 0.06 14.40 0.10 16.07 0.07 17.73 0.06 14.43 0.10 16.10 0.07 17.77 0.06 14.47 0.10 16.13 0.07 17.80 0.06 14.50 0.10 16.17 0.07 17.83 0.06 14.53 0.10 16.20 0.07 17.87 0.05 14.57 0.10 16.23 0.07 17.90 0.05 14.60 0.10 16.27 0.07 17.93 0.05 14.63 0.10 16.30 0.07 17.97 0.05 14.67 0.10 16.33 0.07 18.00 0.05 14.70 0.10 16.37 0.07 18.03 0.05 14.73 0.10 16.40 0.07 18.07 0.05 14.77 0.09 16.43 0.07 18.10 0.05 14.80 0.09 16.47 0.07 18.13 0.05 Hydrograph Report Page , Hyd. No. 3 400' - a" Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 2 Max. Elevation = 3.98 ft Peak discharge = 0.16 cfs Time interval = 2 min Reservoir name = Detpipe Max. Storage = 5,015 cult Storage kvftauon meMod used. Total Volume = 6,979 cult, 0.206 actt Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) WS) (ft) WS) (cfs) WS) WS) (cfs) (cfs) WS) 10.27 0.10 0.44 0.05 ----- ----- ----- ----- --- 0.05 10.30 0.10 0.44 0.05 ----- ----- ----- ----- ----- 0.05 10.33 0.10 0.45 0.05 ----- ----- ----- ---- ----- 0.05 10.37 0.11 0.45 0.05 ----- ----- ----- ----- ----- 0.05 10.40 0.11 0.46 0.05 ----- ----- ----- ----- ----- 0.05 10.43 0.11 0.47 0.05 ----- ----- ----- ---- ----- 0.05 10.47 0.11 0.47 0.05 ----- ----- ----- ----- ----- 0.05 10.50 0.11 0.48 0.05 ----- ----- ----- ----- ----- 0.05 10.53 0.12 0.48 0.05 ----- ----- ----- ----- ----- 0.05 10.57 0.12 0.49 0.05 ---- ----- ----- ----- ---- 0.05 10.60 0.12 0.50 0.05 ----- ----- ---- ----- ----- 0.05 10.63 0.13 0.51 0.05 ----- ----- ----- ---- ----- 0.05 10.67 0.13 0.51 0.08 ----- ----- ----- ----- --- - 0•06 10.70 0.13 0.52 0.06 ----- ---_ ---- ----- ----- 0.06 10.73 0.14 0.53 0.06 ----- ----- ---- ----- ----- 0.06 10.77 0.14 0.54 0.06 ----- ----- ----- ----- ----- 0.06 10.80 0.14 0.55 0.06 ----- ----- ----- ----- ----- 0.06 10.83 0.15 0.56 0.06 ----- ----- ----- ----- ----- 0.06 10.87 0.15 0.57 0.06 ----- ----- ----- ----- ----- 0.06 10.90 0.15 0.58 0.06 ----- ----- ----- ----- ----- 0.06 10.93 0.16 0.59 0.06 ----- ----- ----- ----- ----- 0.06 10.97 0.16 0.60 0.06 ----- ----- ----- ----- ----- 0.06 11.00 0.17 0.61 0.06 ----- ----- ----- ----- ----- 0.06 11.03 0.16 0.62 0.06 ----- ----- ----- ----- ---- 0.06 11.07 0.15 0.63 0.06 ----- ----- ----- ----- ----- 0.06 11.10 0.16 0.64 0.08 ----- ----- ----- ----- ----- 0.06 11.13 0.18 0.65 0.06 ----- ----- ----- ----- ----- 0.06 11.17 0.20 0.66 0.06 --- ----- ---- ----- ----- 0.06 11.20 0.21 0.68 0.06 ---- ----- ----- ---- ----- 0.06 11.23 0.22 0.69 0.07 ----- ----- ----- ----- ----- 0.07 11.27 0.22 0.71 0.07 ----- ----- ----- ----- ----- 0.07 11.30 0.23 0.72 0.07 ----- ----- ----- ----- ----- 0.07 11.33 0.24 0.74 0.07 ----- ----- ----- ----- ----- 0.07 11.37 0.25 0.76 0.07 ----- --- ----- ____ ____ 0.07 11.40 0.26 0.78 0.07 ----- ----- ----- ----- ----- 0.07 11.43 0.27 0.80 0.07 ----- ----- ----- ----- ----- 0.07 11.47 0.28 0.82 0.07 ----- ----- ----- ----- ----- 0.07 11.50 0.29 0.84 0.07 ----- ---- ----- ----- ----- 0.07 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 2 Time Inflow Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) WS) (ft) (S) (S) (S) (S) (ems) (S) (S) 11.53 0.33 0.86 0.07 ----- ----- ----- ----- ----- 0.07 11.57 0.43 0.88 0.07 ----- ----- ----- ---- ----- 0.07 11.60 0.58 0.92 0.08 ----- ----- ----- ----- ----- 0.08 11.63 0.76 0.97 0.08 -__- ----- ----- ----- ----- 0.08 11.67 0.96 1.04 0.08 ----- ----- ----- ----- ----- 0.08 11.70 1.18 1.13 0.09 ----- ----- ----- ----- 0.09 11.73 1.40 1.23 0.09 ----- ----- ---- ----- ----- 0.09 11.77 1.63 1.34 0.09 ----- ----- ----- ----- 0.09 11.80 1.95 1.47 0.10 ----- ----- ----- ----- ----- 0.10 11.83 2.42 1.64 0.10 ----- ----- ----- --- ----- 0.10 11.87 3.00 1.83 0.11 ----- ----- ----- ----- ----- 0.11 11.90 3.65 2.07 0.12 ----- ----- ----- ----- ---- 0.12 11.93 4.11 « 2.35 0.13 ---- ____ ----- ----- ----- 0.13 11.97 3.95 2.66 0.13 ----- ---- ----- ----- ----- 0.13 12.00 3.08 2.94 0.14 ----- ----- ----- ----- ----- 0.14 12.03 1.93 3.15 0.15 ----- ----- ----- ----- ----- 0.15 12.07 1.06 3.28 0.15 ----- ----- ----- ----- ----- 0.15 12.10 0.65 3.36 0.15 ----- ----- 0.15 12.13 0.54 3.40 0.15 ----- ----- ----- ----- ----- 0.15 12.17 0.52 3.44 0.15 ----- ----- ---- ----- ----- 0.15 12.20 0.49 3.48 0.15 ----- ----- ----- ----- ----- 0.15 12.23 0.47 3.51 0.15 ----- ----- ----- ----- ----- 0.15 12.27 0.45 3.55 0.15 ----- ----- ----- ----- ----- 0.15 12.30 0.43 3.58 0.16 ----- ----- ----- ----- ---- 0.16 12.33 0.41 3.61 0.16 ----- ----- ----- ----- ----- 0.16 12.37 0.38 3.65 0.16 ----- ----- ----- ----- ----- 0.16 12.40 0.36 3.69 0.16 ----- ----- ----- ----- ----- 0.16 12.43 0.34 3.73 0.16 ---_ ____ ____ _____ ----- 0.16 12.47 0.32 3.76 0.16 ----- ----- ----- ----- ----- 0.16 12.50 0.30 3.78 0.16 --- -- ----- ----- ----- ----- 0.16 12.53 0.27 3.81 0.16 ----- ----- ----- ----- ----- 0.16 12.57 0.26 3.83 0.16 ----- ----- ----- ----- ----- 0.16 12.60 0.25 3.84 0.16 ----- ----- ----- ----- ----- 0.16 12.63 0.24 3.86 0.16 _____ _____ _____ ____ 0.16 12.67 0.24 3.87 0.16 ----- ----- ----- ---- ----- 0.16 12.70 0.23 3.89 0.16 ----- ----- ----- ----- ----- 0.16 12.73 0.23 3.90 0.16 ----- ----- ----- ----- ----- 0.16 12.77 0.22 3.91 0.16 ----- ----- ----- ----- ----- 0.16 12.80 0.22 3.92 0.16 ----- ----- ----- ----- ----- 0.16 12.83 0.21 3.93 0.16 ----- ----- ----- ----- -- -- 0.16 12.87 0.21 3.94 0.16 ----- ----- ----- ----- --- - 0.16 12.90 0.20 3.95 0.16 ----- ----- ----- ----- ----- 0.16 12.93 0.20 3.96 0.16 ----- ---- ----- ----- ----- 0.16 12.97 0.19 3.96 0.16 ----- ----- ----- ----- ----- 0.16 13.00 0.19 3.97 0.16 ----- ----- ----- ----- ----- 0.16 13.03 0.18 3.97 0.16 ----- ----- ----- ---- ---- 0.16 13.07 0.18 3.98 0.16 ----- ----- ----- ---- ----- 0.16 13.10 0.18 3.98 0.16 ---- ----- ---- ----- 0.16 13.13 0.17 3.98 0.16 ----- ----- ---- ----- ----- 0.16 13.17 0.17 3.98 0.16 ----- ----- ----- ----- ----- 0.16 Continues on next page... 400' - 48" Hydrograph Discharge Table Page 3 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (S) (cfs) (S) (S) (S) (S) (S) 13.20 0.17 3.98 0.16 ----- ----- ----- ---- ----- 0.16 13.23 0.17 3.98 0.16 ---- ----- ---_ ____ ----- 0.16 << 13.27 0.16 3.98 0.16 ----- ----- ----- ----- ----- 0.16 13.30 0.16 3.98 0.16 ----- ----- ----- ----- ----- 0.16 13.33 0.16 3.98 0.16 ----- ----- ----- ----- ----- 0.16 13.37 0.15 3.98 0.16 ____ ----- _____ ----- ----- 0.16 13.40 0.15 3.98 0.16 ____ _.__. ----- _____ ----- 0.16 13.43 0.15 3.97 0.16 ----- ----- ----- ----- ----- 0.16 13.47 0.15 3.97 0.16 ----- ----- ----- ----- ----- 0.16 13.50 0.14 3.97 0.16 ----- ----- ----- ----- ----- 0.16 13.53 0.14 3.96 0.16 ----- ----- ----- ----- ----- 0.16 13.57 0.14 3.96 0.16 ----- ----- ----- ----- ----- 0.16 13.60 0.14 3.95 0.16 ----- ----- ----- ----- ----- 0.16 13.63 0.13 3.95 0.16 ----- ----- ----- ----- ----- 0.16 13.67 0.13 3.94 0.16 ----- ----- ----- ----- ----- 0.16 13.70 0.13 3.94 0.16 ----- ----- ----- ----- ----- 0.16 13.73 0.13 3.93 0.16 ----- ----- ----- ----- ----- 0.16 13.77 0.13 3.92 0.16 ----- ----- ----- ----- ----- 0.16 13.80 0.12 3.92 0.16 ----- ----- ----- ---- ----- 0.16 13.83 0.12 3.91 0.16 ----- ----- ----- ----- ----- 0.16 13.87 0.12 3.90 0.16 ----- ----- ----- ----- ----- 0.16 13.90 0.12 3.90 0.16 ----- ----- ----- ----- ----- 0.16 13.93 0.12 3.89 0.16 ----- ----- ----- ----- ----- 0.16 13.97 0.11 3.88 0.16 ----- ----- ----- ----- ----- 0.16 14.00 0.11 3.87 0.16 ----- ----- ----- ----- ----- 0.16 14.03 0.11 3.86 0.16 ----- ____ ____ ____ ----- 0.16 14.07 0.11 3.85 0.16 ----- ----- ----- ----- ----- 0.16 14.10 0.11 3.84 0.16 ----- ----- ----- ----- ---- 0.16 14.13 0.11 3.83 0.16 ----- ----- ----- ----- ----- 0.16 14.17 0.11 3.82 0.16 ----- ----- ----- ----- ----- 0.16 14.20 0.11 3.81 0.16 ----- ----- ----- ----- ----- 0.16 14.23 0.11 3.80 0.16 ----- ----- ----- ----- ----- 0.16 14.27 0.10 3.79 0.16 ----- ----- ----- ----- ----- 0.16 14.30 0.10 3.78 0.16 ----- ----- ----- ----- ----- 0.16 14.33 0.10 3.77 0.16 ----- ----- ----- ----- ----- 0.16 14.37 0.10 3.76 0.16 ----- ----- ----- ----- ----- 0.16 14.40 0.10 3.75 0.16 ----- ----- ----- ----- - --- 0.16 14.43 0.10 3.74 0.16 ----- ----- ---- ----- ----- 0.16 14.47 0.10 3.73 0.16 ----- ----- ----- ----- ----- 0.16 14.50 0.10 3.72 0.16 ----- ----- ----- ----- ----- 0.16 14.53 0.10 3.71 0.16 ----- ---- ----- ----- ----- 0.16 14.57 0.10 3.69 0.16 ----- ----- ----- ----- ----- 0.16 14.60 0.10 3.68 0.16 ----- ----- ----- ----- ----- 0.16 14.63 0.10 3.67 0.16 ----- ----- ----- ----- ----- 0.16 14.67 0.10 3.66 0.16 ----- ----- ----- ----- ----- 0.16 14.70 0.10 3.65 0.16 ----- ----- ----- ---- ----- 0.16 14.73 0.10 3.64 0.16 ----- ----- ----- ----- ----- 0.16 14.77 0.09 3.63 0.16 ----- ----- ----- ----- ----- 0.16 14.80 0.09 3.62 0.16 ----- ----- ----- ----- ----- 0.16 14.83 0.09 3.60 0.16 ----- ----- ----- ----- ----- 0.16 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 4 Time Inflow Elevation Culy. A Culv. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (S) (S) (S) (S) WS) (S) (S) 14.87 0.09 3.60 0.16 ----- ----- ----- ----- ----- 0.16 14.90 0.09 3.59 0.16 ----- ----- --- ----- ----- 0.16 14.93 0.09 3.58 0.16 ----- ----- ----- ----- ----- 0.16 14.97 0.09 3.58 0.16 ----- ----- ----- ---- ----- 0.16 15.00 0.09 3.57 0.16 ----- ----- ----- ----- ----- 0.16 15.03 0.09 3.56 0.16 ----- ----- ----- ----- ----- 0.16 15.07 0.09 3.55 0.16 ----- ----- ----- ----- ----- 0.16 15.10 0.09 3.55 0.15 ---__ _____ ____ _____ ____ 0.15 15.13 0.09 3.54 0.15 ----- ----- ----- ----- ----- 0.15 15.17 0.09 3.53 0.15 ----- ----- ----- ---- ----- 0.15 15.20 0.09 3.53 0.15 ----- ----- ----- ----- ----- 0.15 15.23 0.09 3.52 0.15 ----- ----- ---- ----- ----- 0.15 15.27 0.08 3.51 0.15 ----- ----- ----- ----- ----- 0.15 15.30 0.08 3.50 0.15 ----- ----- ----- ----- ----- 0.15 15.33 0.08 3.50 0.15 ----- ----- ----- ----- ----- 0.15 15.37 0.08 3.49 0.15 ----- ----- ----- ----- ----- 0.15 15.40 0.08 3.48 0.15 ----- ----- ----- ----- ----- 0.15 15.43 0.08 3.47 0.15 ----- ----- ----- ----- ----- 0.15 15.47 0.08 3.47 0.15 ----- ----- ----- ----- ----- 0.15 15.50 0.08 3.46 0.15 ----- ----- ----- ----- ----- 0.15 15.53 0.08 3.45 0.15 ----- ----- ----- ----- ----- 0.15 15.57 0.08 3.44 0.15 ----- ----- ----- ----- ----- 0.15 15.60 0.08 3.44 0.15 ---- ----- ---- ----- ----- 0.15 15.63 0.08 3.43 0.15 ----- ----- ----- ----- ----- 0.15 15.67 0.08 3.42 0.15 ---- ----- ----- ----- ----- 0.15 15.70 0.08 3.41 0.15 ----- ----- ----- ----- ----- 0.15 15.73 0.07 3.40 0.15 ----- ----- ----- ----- ----- 0.15 15.77 0.07 3.40 0.15 ----- ----- ----- ----- ----- 0.15 15.80 0.07 3.39 0.15 ----- ----- ----- ----- ----- 0.15 15.83 0.07 3.38 0.15 ----- --- ----- ----- ---- 0.15 15.87 0.07 3.37 0.15 ----- ----- ---- ----- ----- 0.15 15.90 0.07 3.36 0.15 ----- ----- ----- ----- ----- 0.15 15.93 0.07 3.35 0.15 ----- ----- ----- ----- ----- 0.15 15.97 0.07 3.35 0.15 ----- ----- ----- ----- ----- 0.15 16.00 0.07 3.34 0.15 ----- ----- ----- ----- ----- 0.15 16.03 0.07 3.33 0.15 ----- ----- ----- ----- ----- 0.15 16.07 0.07 3.32 0.15 ----- ----- ----- ----- ----- 0.15 16.10 0.07 3.31 0.15 ----- ----- ----- ----- ----- 0.15 16.13 0.07 3.3 0.15 ----- ----- ----- ----- ----- 0.15 16.17 0.07 3.29 0.15 ----- ----- ---- ----- ----- 0.15 16.20 0.07 3.29 0.15 ----- ----- ----- ----- ----- 0.15 16.23 0.07 3.28 0.15 ----- ----- ----- ----- ----- 0.15 16.27 0.07 3.27 0.15 ----- ----- ----- ----- ----- 0.15 16.30 0.07 3.26 0.15 ----- ----- ----- ----- ----- 0.15 16.33 0.07 3.25 0.15 ----- ----- ----- ----- ----- 0.15 16.37 0.07 3.24 0.15 ----- ----- ---- ----- ----- 0.15 16.40 0.07 3.23 0.15 ____ ____ _____ _____ _____ 0.15 16.43 0.07 3.22 0.15 ---- ----- ----- ----- ----- 0.15 16.47 0.07 3.22 0.15 ----- ----- ----- ----- ----- 0.15 16.50 0.06 3.21 0.15 ---- __--- __-- ____ _____ 0.15 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 5 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) WS) (ft) WS) WS) WS) WS) WS) (cis) (S) 16.53 0.06 3.20 0.15 ----- _____ ..___ _____ ----- 0.15 16.57 0.06 3.19 0.15 ----- ----- ___._ ----- ---- 0.15 16.60 0.06 3.18 0.15 ----- ----- ----- ----- ----- 0.15 16.63 0.06 3.18 0.15 ----- ----- ----- ----- ----- 0.15 16.67 0.06 3.17 0.15 ----- ----- ----- ----- ----- 0.15 16.70 0.06 3.16 0.15 ----- ----- ----- ----- ----- 0.15 16.73 0.06 3.16 0.15 ----- ----- ----- ----- ----- 0.15 16.77 0.06 3.15 0.15 ----- ----- ----- ----- ----- 0.15 16.80 0.06 3.14 0.15 ----- ----- ----- ----- ----- 0.15 16.83 0.06 3.13 0.15 ----- ----- ----- ----- ----- 0.15 16.87 0.06 3.13 0.15 ----- ----- ----- ----- ----- 0.15 16.90 0.06 3.12 0.15 ----- ----- ----- ----- ----- 0.15 16.93 0.06 3.11 0.14 ----- ----- ----- ----- ----- 0.14 16.97 0.06 3.10 0.14 ----- ----- ----- ----- ----- 0.14 17.00 0.06 3.10 0.14 ----- ----- ----- ----- ----- 0.14 17.03 0.06 3.09 0.14 ----- ----- ----- ----- ----- 0.14 17.07 0.06 3.08 0.14 ----- ----- ----- ----- ----- 0.14 17.10 0.06 3.08 0.14 ----- ----- ----- ----- ----- 0.14 17.13 0.06 3.07 0.14 ----- ----- ----- ----- ----- 0.14 17.17 0.06 3.06 0.14 ----- ----- ----- ----- ----- 0.14 17.20 0.06 3.05 0.14 ----- ----- ----- ----- ----- 0.14 17.23 0.06 3.05 0.14 ----- ----- ----- ----- ----- 0.14 17.27 0.06 3.04 0.14 ----- ----- ----- ----- ----- 0.14 17.30 0.06 3.03 0.14 _-__ ----- ----- _____ ---- 0.14 17.33 0.06 3.02 0.14 ----- ----- ----- ----- ----- 0.14 17.37 0.06 3.02 0.14 ----- ----- ----- ----- ----- 0.14 17.40 0.06 3.01 0.14 ----- ----- ----- ----- ----- 0.14 17.43 0.06 3.00 0.14 ----- ----- ----- ----- ----- 0.14 17.47 0.06 2.99 0.14 ----- ----- ----- ----- ----- 0.14 17.50 0.06 2.99 0.14 ----- ---- ----- ----- ----- 0.14 17.53 0.06 2.98 0.14 ----- ----- ----- ----- ----- 0.14 17.57 0.06 2.97 0.14 ----- ----- ----- ----- ----- 0.14 17.60 0.06 2.96 0.14 ----- ----- ----- ----- ----- 0.14 17.63 0.06 2.96 0.14 ----- ----- ----- ----- ----- 0.14 17.67 0.06 2.95 0.14 ----- ---- ----- ----- ----- 0.14 17.70 0.06 2.94 0.14 ----- ----- ----- ----- ----- 0.14 17.73 0.06 2.94 0.14 ----- ---- ----- ----- ----- 0.14 17.7 0.06 2.93 0.14 ----- ----- ----- ----- ----- 0.14 17.80 0.06 2.92 0.14 ----- ----- ----- ----- ----- 0.14 17.83 0.06 2.91 0.14 ----- ----- ----- ----- ----- 0.14 17.8 0.06 2.91 0.14 ----- ----- ----- ----- ----- 0.14 17.90 0.05 2.90 0.14 ----- ----- ----- ----- ----- 0.14 17.93 0.05 2.89 0.14 ----- ----- ----- ----- ----- 0.14 17.97 0.05 2.88 0.14 ----- ----- ----- ----- ----- 0.14 18.00 0.05 2.88 0.14 ---- ----- ----- ----- ----- 0.14 18.03 0.05 2.87 0.14 ----- ----- ----- ----- ----- 0.14 18.07 0.05 2.86 0.14 ----- ----- ----- ----- ----- 0.14 18.10 0.05 2.85 0.14 ----- ----- ----- ----- ----- 0.14 18.13 0.05 2.85 0.14 ----- ----- ----- ----- ----- 0.14 18.17 0.05 2.84 0.14 ----- ----- ----- ----- ----- 0.14 Continues on next page... 40W - 46' Hydrograph Discharge Table Page 6 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (Cfs) (cfs) WS) WS) (cfs) WS) 18.20 0.05 2.83 0.14 ----- _---_ _____ _____ ----- 0.14 18.23 0.05 2.82 0.14 ----- ----- ----- ----- ----- 0.14 18.27 0.05 2.82 0.14 ----- ----- ----- ----- ----- 0.14 18.30 0.05 2.81 0.14 ----- ----- ----- ----- ----- 0.14 18.33 0.05 2.80 0.14 ----- ----- ----- ----- ----- 0.14 18.37 0.05 2.79 0.14 ----- ----- ---- ----- ----- 0.14 18.40 0.05 2.79 0.14 ----- ----- ----- ----- ----- 0.14 18.43 0.05 2.78 0.14 ____ _____ _____ _____ __-_ 0.14 18.47 0.05 2.77 0.14 ----- ----- ----- ----- ----- 0.14 18.50 0.05 2.77 0.14 ----- ----- --- ----- ----- 0.14 18.53 0.05 2.76 0.14 ----- ----- __-_ _____ _____ 0.14 18.57 0.05 2.75 0.14 ----- ----- ----- ---- ----- 0.14 18.60 0.05 2.75 0.14 ----- ----- ----- ----- ----- 0.14 18.63 0.05 2.74 0.14 ----- ----- ----- ----- ----- 0.14 18.67 0.05 2.73 0.14 ----- ----- ----- ----- ----- 0.14 18.70 0.05 2.73 0.14 ---- ----- ----- ----- ----- 0.14 18.73 0.05 2.72 0.14 ----- ----- ----- ----- ----- 0.14 18.77 0.05 2.71 0.13 ----- ----- ----- ----- ----- 0.13 18.80 0.05 2.70 0.13 ----- ---- ----- ----- ----- 0.13 18.83 0.05 2.70 0.13 ----- ----- ---- ----- ----- 0.13 18.87 0.05 2.69 0.13 ----- ----- ----- ----- ----- 0.13 18.90 0.05 2.68 0.13 ----- ----- ----- ----- ----- 0.13 18.93 0.05 2.68 0.13 ----- ----- ----- ----- ----- 0.13 18.97 0.05 2.67 0.13 ----- ----- ----- ---- ----- 0.13 19.00 0.05 2.66 0.13 ----- ----- ----- ----- ----- 0.13 19.03 0.05 2.66 0.13 ----- ----- ----- ----- ---- 0.13 19.07 0.05 2.65 0.13 _-- - ----- ----- ----- ----- 0.13 19.10 0.05 2.64 0.13 ----- ----- ----- ----- ----- 0.13 19.13 0.05 2.64 0.13 ----- ----- ----- ----- ----- 0.13 19.17 0.05 2.63 0.13 ----- ----- ----- ----- ----- 0.13 19.20 0.05 2.62 0.13 ----- ____ __-_ _____ _____ 0.13 19.23 0.04 2.62 0.13 ----- ----- ----- ----- ----- 0.13 19.27 0.04 2.61 0.13 ----- ----- ____ _____ _____ 0.13 19.30 0.04 2.60 0.13 ----- ____ _____ ----- _____ 0.13 19.33 0.04 2.59 0.13 ----- ----- ----- ----- ----- 0.13 19.37 0.04 2.59 0.13 ----- ----- ----- ----- ----- 0.13 19.40 0.04 2.58 0.13 ----- ----- ----- ----- ----- 0.13 19.43 0.04 2.57 0.13 ----- ---- ----- ----- ----- 0.13 19.47 0.04 2.57 0.13 ----- ----- ----- ----- ----- 0.13 19.50 0.04 2.56 0.13 ----- ----- ---- ----- ----- 0.13 19.53 0.04 2.55 0.13 ----- ----- ----- ----- ----- 0.13 19.57 0.04 2.55 0.13 ---- ---- ----- ----- ---- 0.13 19.60 0.04 2.54 0.13 ----- ---- ----- ----- ----- 0.13 19.63 0.04 2.53 0.13 _-_ _____ _____ _____ _____ 0.13 19.67 0.04 2.52 0.13 ----- ----- ----- ----- ----- 0.13 19.70 0.04 2.52 0.13 ----- ----- ----- ----- ---- 0.13 19.73 0.04 2.51 0.13 ----- ---- ----- ----- ----- 0.13 19.77 0.04 2.50 0.13 ----- ----- ----- ----- ----- 0.13 19.80 0.04 2.50 0.13 ----- ----- ----- ----- ---- 0.13 19.83 0.04 2.49 0.13 ---- ----- ----- ----- ----- 0.13 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 7 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) WS) (cfs) (cfs) (cfs) (cfs) (Sl 19.87 0.04 2.48 0.13 ----- ----- ----- --- - ----- 0.13 19.90 0.04 2.48 0.13 ----- ----- ----- ----- ----- 0.13 19.93 0.04 2.47 0.13 ----- ----- ----- ----- ----- 0.13 19.97 0.04 2.46 0.13 ----- ----- ----- ----- ----- 0.13 20.00 0.04 2.45 0.13 ----- ----- ----- ----- ----- 0.13 20.03 0.04 2.45 0.13 ----- ----- ---- ----- ----- 0.13 20.07 0.04 2.44 0.13 ----- ----- ----- ----- ----- 0.13 20.10 0.04 2.43 0.13 ----- ----- ----- ----- ----- 0.13 20.13 0.04 2.43 0.13 ----- ----- ----- ----- ----- 0.13 20.17 0.04 2.42 0.13 ----- ---- ----- ----- ----- 0.13 20.20 0.04 2.41 0.13 ----- ----- ----- ---- ----- 0.13 20.23 0.04 2.41 0.13 ----- ----- ----- ----- ----- 0.13 20.27 0.04 2.40 0.13 ----- ----- ----- ----- ----- 0.13 20.30 0.04 2.39 0.13 ----- ----- ----- ----- ----- 0.13 20.33 0.04 2.39 0.13 ----- ----- ----- ----- ----- 0.13 20.37 0.04 2.38 0.13 ----- ----- ----- ----- ----- 0.13 20.40 0.04 2.37 0.13 ----- ----- ----- ---- ----- 0.13 20.43 0.04 2.37 0.13 ----- ----- ----- ----- ----- 0.13 20.47 0.04 2.36 0.13 ----- ----- ----- ----- ----- 0.13 20.50 0.04 2.35 0.13 ----- ----- ----- ----- ----- 0.13 20.53 0.04 2.35 0.13 ----- ----- ----- ----- ----- 0.13 20.57 0.04 2.34 0.13 ----- ----- ----- ----- ---- 0.13 20.60 0.04 2.33 0.12 ----- ----- ----- ----- ----- 0.12 20.63 0.04 2.33 0.12 ----- ----- ----- ----- ----- 0.12 20.67 0.04 2.32 0.12 ----- ----- ----- ----- ----- 0.12 20.70 0.04 2.31 0.12 ----- ----- ----- ----- ----- 0.12 20.73 0.04 2.31 0.12 ----- ----- ----- ----- ---- 0.12 20.77 0.04 2.30 0.12 ----- ----- ----- ----- ----- 0.12 20.80 0.04 2.29 0.12 ----- ----- ----- ----- ----- 0.12 20.83 0.04 2.29 0.12 ----- ---- ----- ----- ----- 0.12 20.87 0.04 2.28 0.12 ----- ----- ----- ----- ----- 0.12 20.90 0.04 2.27 0.12 ---- ----- ----- ----- ----- 0.12 20.93 0.04 2.27 0.12 ----- ----- ----- ----- ----- 0.12 20.97 0.04 2.26 0.12 ----- ----- ----- ----- ----- 0.12 21.00 0.04 2.25 0.12 ----- ----- ----- ----- ----- 0.12 21.03 0.04 2.25 0.12 ----- ----- ----- ----- ----- 0.12 21.07 0.04 2.24 0.12 ----- ----- ----- ----- ----- 0.12 21.10 0.04 2.23 0.12 ----- ----- ----- ----- ----- 0.12 21.13 0.04 2.23 0.12 ----- ----- ----- ----- ----- 0.12 21.17 0.04 2.22 0.12 ----- ----- ----- ----- ---- 0.12 21.20 0.04 2.21 0.12 ----- ----- ----- ----- ----- 0.12 21.23 0.04 2.21 0.12 ----- ----- ---- ---- ----- 0.12 21.27 0.04 2.20 0.12 ----- ----- ----- ---- ----- 0.12 21.30 0.04 2.19 0.12 ----- ----- ----- ----- ---- 0.12 21.33 0.04 2.19 0.12 ----- ----- ----- ----- ----- 0.12 21.37 0.04 2.18 0.12 ----- ----- ----- ---- ---- 0.12 21.40 0.04 2.18 0.12 ----- ----- ----- ----- ----- 0.12 21.43 0.04 2.17 0.12 ----- ----- ----- ----- ----- 0.12 21.47 0.04 2.16 0.12 ----- ----- ----- ----- ----- 0.12 21.50 0.04 2.16 0.12 ----- ----- ----- ----- ----- 0.12 Continues on next page... 400' - 48" Hydrograph Discharge Table Page B Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (S) (ft) (S) (S) WS) (S) (S) (S) (S) 21.53 0.04 2.15 0.12 ----- ----- --- - ----- ----- 0.12 21.57 0.04 2.14 0.12 ---- ----- ----- ----- ----- 0.12 21.60 0.04 2.14 0.12 ----- ----- ----- ----- ----- 0.12 21.63 0.04 2.13 0.12 ----- ----- ----- ----- ----- 0.12 21.67 0.04 2.13 0.12 ----- ----- ----- ----- ----- 0.12 21.70 0.04 2.12 0.12 ----- ----- ----- ----- ----- 0.12 21.73 0.04 2.11 0.12 ----- ----- ----- ----- ----- 0.12 21.77 0.04 2.11 0.12 ----- ---- ----- ----- ----- 0.12 21.80 0.04 2.10 0.12 ----- ----- ----- ----- ----- 0.12 21.83 0.04 2.09 0.12 ----- ----- ----- ----- ----- 0.12 21.87 0.04 2.09 0.12 ----- ----- ----- ----- ----- 0.12 21.90 0.04 2.08 0.12 ----- ----- ----- ----- ----- 0.12 21.93 0.04 2.08 0.12 ----- ----- ----- ----- ----- 0.12 21.97 0.04 2.07 0.12 ---- ----- ----- ----- ----- 0.12 22.00 0.04 2.06 0.12 ----- ----- ----- ----- ----- 0.12 22.03 0.04 2.06 0.12 ----- ----- ----- ----- ----- 0.12 22.07 0.04 2.05 0.12 ----- ----- ----- ----- ----- 0.12 22.10 0.04 2.04 0.12 ----- ----- ----- ----- ----- 0.12 22.13 0.04 2.04 0.12 ----- ----- ----- ----- ----- 0.12 22.17 0.04 2.03 0.12 ----- ----- ----- ----- ---- 0.12 22.20 0.04 2.03 0.12 ----- ----- ----- ----- ----- 0.12 22.23 0.04 2.02 0.12 ----- ----- ----- ----- ----- 0.12 22.27 0.04 2.01 0.12 ----- ----- ----- ----- ----- 0.12 22.30 0.04 2.01 0.12 ----- ----- ----- ----- ----- 0.12 22.33 0.04 2.00 0.12 ----- ----- ----- ----- ----- 0.12 22.37 0.04 2.00 0.12 ----- ----- ----- ----- ----- 0.12 22.40 0.04 1.99 0.12 ----- ----- ----- ----- ----- 0.12 22.43 0.04 1.98 0.11 ----- ----- ----- ----- ----- 0.11 22.47 0.04 1.98 0.11 ----- ----- ----- ----- ----- 0.11 22.50 0.04 1.97 0.11 ----- ----- -_--- ----- ----- 0.11 22.53 0.04 1.97 0.11 ----- ----- ----- ----- ----- 0.11 22.57 0.03 1.96 0.11 ----- ----- ----- ----- ----- 0.11 22.60 0.03 1.95 0.11 ----- ----- ----- ----- ----- 0.11 22.63 0.03 1.95 0.11 ----- ----- ----- ----- ----- 0.11 22.67 0.03 1.94 0.11 ----- ----- ----- ----_ ----- 0.11 22.70 0.03 1.94 0.11 ---- ----- ____ ____ ----- 0.11 22.73 0.03 1.93 0.11 ----- ----- ----- ----- ----- 0.11 22.77 0.03 1.92 0.11 ----- ----- ----- ----- ----- 0.11 22.80 0.03 1.92 0.11 ----- ----- ----- ----- ----- 0.11 22.83 0.03 1.91 0.11 ----- ----- ----- ----- ----- 0.11 22.87 0.03 1.91 0.11 ----- ----- ----- ----- ----- 0.11 22.90 0.03 1.90 0.11 ----- ----- ----- ----- ----- 0.11 22.93 0.03 1.90 0.11 ----- ----- ----- ----- ----- 0.11 22.97 0.03 1.89 0.11 ----- ----- ----- ----- ----- 0.11 23.00 0.03 1.88 0.11 ----- ----- ----- ----- ----- 0.11 23.03 0.03 1.88 0.11 ----- ----- ----- ----- ----- 0.11 23.07 0.03 1.87 0.11 ----- ----- ----- ----- ----- 0.11 23.10 0.03 1.87 0.11 ----- ----- ----- ----- ----- 0.11 23.13 0.03 1.86 0.11 ----- ----- ----- ----- ----- 0.11 23.17 0.03 1.86 0.11 ----- ----- ----- ----- ----- 0.11 Continues on next page... 40W - 48' Hydrograph Discharge Table Page 9 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow Mrs) WS) (ft) WS) WS) WS) WS) WS) WS) WS) 23.20 0.03 1.85 0.11 ----- ----- ----- ----- ----- 0.11 23.23 0.03 1.84 0.11 ----- ----- ----- ----- ----- 0.11 23.27 0.03 1.84 0.11 ----- ----- ----- ----- ----- 0.11 23.30 0.03 1.83 0.11 ----- ----- ----- ----- ----- 0.11 23.33 0.03 1.83 0.11 ----- ----- ----- ----- ---- 0.11 23.37 0.03 1.82 0.11 ----- ----- ----- ----- ----- 0.11 23.40 0.03 1.82 0.11 ----- ----- ----- ----- ----- 0.11 23.43 0.03 1.81 0.11 ----- ----- ----- ----- ----- 0.11 23.47 0.03 1.80 0.11 ----- ----- ----- ----- ----- 0.11 23.50 0.03 1.80 0.11 ---- ----- ----- ----- ----- 0.11 23.53 0.03 1.79 0.11 ----- ____ ----- ----- ____ 0.11 23.57 0.03 1.79 0.11 ----- ----- ----- ----- ----- 0.11 23.60 0.03 1.78 0.11 ----- ----- ----- ----- ----- 0.11 23.63 0.03 1.78 0.11 ----- ----- ----- ----- ----- 0.11 23.67 0.03 1.77 0.11 ----- ----- ----- ----- ----- 0.11 23.70 0.03 1.77 0.11 ----- ----- ----- ----- ----- 0.11 23.73 0.03 1.76 0.11 ----- ----- ----- ----- ----- 0.11 23.77 0.03 1.75 0.11 ----- ---- ----- --- ____ 0.11 23.80 0.03 1.75 0.11 ----- ---- ----- ----- ----- 0.11 23.83 0.03 1.74 0.11 ----- ----- ----- ----- ----- 0.11 23.87 0.03 1.74 0.11 ----- ----- ----- ----- ----- 0.11 23.90 0.03 1.73 0.11 ----- ----- ----- ----- ----- 0.11 23.93 0.03 1.73 0.11 ----- ----- ----- ----- ----- 0.11 23.97 0.03 1.72 0.11 ----- ---- ----- ----- ----- 0.11 24.00 0.03 1.72 0.11 ----- ----- ----- ----- ---- 0.11 24.03 0.03 1.71 0.11 ----- ----- ----- ----- ----- 0.11 24.07 0.01 1.70 0.11 ----- ----- ----- ----- ----- 0.11 24.10 0.00 1.70 0.11 ----- ----- ----- ----- ----- 0.11 24.13 0.00 1.69 0.11 ----- ----- ----- ----- ----- 0.11 24.17 0.00 1.68 0.11 ----- ----- ----- ----- ----- 0.11 24.20 0.00 1.67 0.11 ----- ----- ----- ----- ----- 0.11 24.23 0.00 1.67 0.10 ---- ____ ----- ----- 0.10 24.27 0.00 1.66 0.10 ---- ----- ----- ----- ----- 0.10 24.30 0.00 1.65 0.10 ----- ----- ----- ----- ----- 0.10 24.33 0.00 1.64 0.10 ----- ----- ----- ----- ----- 0.10 24.37 0.00 1.63 0.10 ----- ----- ----- ----- ----- 0.10 24.40 0.00 1.63 0.10 ----- ----- ----- ----- ----- 0.10 24.43 0.00 1.62 0.10 ----- ----- ----- ----- ----- 0.10 24.47 0.00 1.61 0.10 ----- ----- ----- ----- ----- 0.10 24.50 0.00 1.60 0.10 ----- ----- ----- ----- ---- 0.10 24.53 0.00 1.60 0.10 ----- ----- ----- ----- ----- 0.10 24.57 0.00 1.59 0.10 ----_ _____ _____ _____ _____ 0.10 24.60 0.00 1.58 0.10 ----- ----- ----- ----- ----- 0.10 24.63 0.00 1.57 0.10 ----- ----- ----- ----- ----- 0.10 24.67 0.00 1.56 0.10 ----- ----- ----- ----- ----- 0.10 24.70 0.00 1.56 0.10 ----- ----- ----- ----- ----- 0.10 24.73 0.00 1.55 0.10 ----- ----- ----- ----- ----- 0.10 24.77 0.00 1.54 0.10 ---- ---- ----- ----- ----- 0.10 24.80 0.00 1.53 0.10 ----- ----- ____ _____ _____ 0.10 24.83 0.00 1.52 0.10 ----- ----- ----- --- - ----- 0.10 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 10 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Welr B Weir C OutFlow (hrs) WS) (ft) (S) (S) (S) WS) (S) (S) (S) 24.87 0.00 1.52 0.10 ----- ----- ----- ----- ----- 0.10 24.90 0.00 1.51 0.10 ----- ----- ----- ----- ----- 0.10 24.93 0.00 1.50 0.10 ----- ----- ----- ----- ----- 0.10 24.97 0.00 1.49 0.10 ----- ----- ----- ----- ----- 0.10 25.00 0.00 1.49 0.10 ----- ----- ----- ----- ----- 0.10 25.03 0.00 1.48 0.10 ----- ----- ____ _____ ----- 0.10 25.07 0.00 1.47 0.10 ----- ----- ----- ----- ----- 0.10 25.10 0.00 1.46 0.10 ----- ----- ----- ----- ----- 0.10 25.13 0.00 1.45 0.10 ----- ----- ----- ----- ----- 0.10 25.17 0.00 1.45 0.10 0.10 25.20 0.00 1.44 0.10 ----- ----- ----- ----- ----- 0.10 25.23 0.00 1.43 0.10 ----- ----- ----- ----- ----- 0.10 25.27 0.00 1.42 0.10 ----- ----- ----- ----- ----- 0.10 25.30 0.00 1.42 0.10 ----- ----- ----- ----- ----- 0.10 25.33 0.00 1.41 0.10 ----- ----- ----- ----- ----- 0.10 25.37 0.00 1.40 0.10 ----- ----- ----- ----- ----- 0.10 25.40 0.00 1.39 0.10 ----- ----- ----- _____ __.__ 0.10 25.43 0.00 1.39 0.10 ----- ----- ----- ----- ----- 0.10 25.47 0.00 1.38 0.09 ----- ----- ----- ----- ----- 0.09 25.50 0.00 1.37 0.09 ----- ----- ----- ----- ----- 0.09 25.53 0.00 1.36 0.09 ----- ----- ----- ----- ----- 0.09 25.57 0.00 1.36 0.09 ----- ----- ----- ----- ----- 0.09 25.60 0.00 1.35 0.09 ----- ----- ----- ----- ----- 0.09 25.63 0.00 1.34 0.09 ----- ----- ---- ----- ----- 0.09 25.67 0.00 1.33 0.09 ----- ----- ----- ----- ----- 0.09 25.70 0.00 1.33 0.09 ----- ---- ----- ----- ----- 0.09 25.73 0.00 1.32 0.09 ----- ----- ----- ----- ----- 0.09 25.77 0.00 1.31 0.09 ----- ----- ----- ----- ----- 0.09 25.80 0.00 1.30 0.09 ----- ----- ----- ---- ---- - 0•09 25.83 0.00 1.30 0.09 ----- ----- ----- ----- ----- 0.09 25.87 0.00 1.29 0.09 ----- ----- ---- ----- ----- 0.09 25.90 0.00 1.28 0.09 ----- ----- ----- ----- ----- 0.09 25.93 0.00 1.28 0.09 ----- ----- ----- ----- ----- 0.09 25.97 0.00 1.27 0.09 ----- _---- ----- ----- ----- 0.09 26.00 0.00 1.26 0.09 ----- ----- ----- ----- ----- 0.09 26.03 0.00 1.25 0.09 ----- ----- ----- ----- ----- 0.09 26.07 0.00 1.25 0.09 ----- ----- ----- ----- ----- 0.09 26.10 0.00 1.24 0.09 ----- ----- ----- ----- ----- 0.09 26.13 0.00 1.23 0.09 ----- ----- ----- ----- ----- 0•09 26.17 0.00 1.23 0.09 ----- ----- ---- ----- ----- 0.09 26.20 0.00 1.22 0.09 ----- ----- ----- ----- ---- 0.09 26.23 0.00 1.21 0.09 ----- ----- ----- ---- ----- 0.09 26.27 0.00 1.20 0.09 ----- ----- ----- ----- ----- 0.09 26.30 0.00 1.20 0.09 ----- ----- ----- ----- ---- 0.09 26.33 0.00 1.19 0.09 ----- ----- ----- ----- ----- 0.09 26.37 0.00 1.18 0.09 ----- ----- ----- ----- ----- 0.09 26.40 0.00 1.17 0.09 ----- ----- ----- ----- ----- 0.09 26.43 0.00 1.17 0.09 ----- _____ ----- _____ ____ 0.09 26.47 0.00 1.16 0.09 ----- ----- ----- ----- ----- 0.09 26.50 0.00 1.15 0.09 ----- ----- ---- ----- ----- 0.09 Continues on next page- 4W-48' Hydrograph Discharge Table Page 11 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) WS) (cfs) (cfs) (cfs) (cfs) 26.53 0.00 1.14 0.09 ----- ----- ----- ----- ----- 0.09 26.57 0.00 1.14 0.09 ----- ----- ---- ----- ----- 0.09 26.60 0.00 1.13 0.09 ----- ----- ----- ----- ----- 0.09 26.63 0.00 1.12 0.09 ----- ----- ----- ----- ----- 0.09 26.67 0.00 1.11 0.08 ----- ----- ----- ----- ---- 0.08 26.70 0.00 1.11 0.08 ----- ----- ----- ----- ----- 0.08 26.73 0.00 1.10 0.08 ----- ----- ----- ----- ----- 0.08 26.77 0.00 1.09 0.08 ----- ----- ----- ----- ----- 0.08 26.80 0.00 1.09 0.08 ----- ----- ----- ----- ----- 0.08 26.83 0.00 1.08 0.08 ----- ----- ----- ----- ----- 0•08 26.87 0.00 1.07 0.08 ----- ----- ----- ----- ----- 0.08 26.90 0.00 1.06 0.08 ----- ----- ----- ----- ----- 0.08 26.93 0.00 1.06 0.08 ----- ----- ----- ----- ----- 0.08 26.97 0.00 1.05 0.08 ----- ----- ----- ----- ----- 0.08 27.00 0.00 1.04 0.08 ----- ----- ----- ----- ----- 0.08 27.03 0.00 1.03 0.08 --- ----- ----- ----- ----- 0.08 27.07 0.00 1.03 0.08 ----- ----- ----- ----- ----- 0.08 27.10 0.00 1.02 0.08 ----- ----- ----- ----- ----- 0.08 27.13 0.00 1.01 0.08 ----- ----- ----- ----- ----- 0.08 27.17 0.00 1.01 0.08 ----- ----- ----- ----- ----- 0.08 27.20 0.00 1.00 0.08 ----- ----- ----- ----- ----- 0.08 27.23 0.00 0.99 0.08 ----- ----- ----- ----- ----- 0.08 27.27 0.00 0.99 0.08 ----- ----- ----- ----- ----- 0.08 27.30 0.00 0.98 0.08 ----- ----- ---- ----- ----- 0.08 27.33 0.00 0.97 0.08 ----- ----- ----- ----- ----- 0.08 27.37 0.00 0.96 0.08 ----- ----- ----- ----- ----- 0.08 27.40 0.00 0.96 0.08 ----- ---- ----- ----- ----- 0.08 27.43 0.00 0.95 0.08 ----- ----- ----- ----- ----- 0.08 27.47 0.00 0.94 0.08 ----- ----- ----- ----- ----- 0•08 27.50 0.00 0.94 0.08 ----- ----- ---- ----- ----- 0.08 27.53 0.00 0.93 0.08 ----- ----- ----- ----- ----- 0.08 27.57 0.00 0.92 0.08 ----- ----- ----- ----- ----- 0.08 27.60 0.00 0.92 0.08 ----- ----- ----- ----- ----- 0.08 27.63 0.00 0.91 0.08 ----- ----- ----- ----- ----- 0.08 27.67 0.00 0.90 0.08 ----- ----- ----- ----- ----- 0.08 27.70 0.00 0.90 0.08 ----- ----- ----- ----- ---- 0.08 27.73 0.00 0.89 0.08 ----- ----- ----- ----- ----- 0.08 27.77 0.00 0.88 0.07 ----- ----- ----- ----- ---- 0.07 27.80 0.00 0.88 0.07 ----- ----- ----- ----- ----- 0.07 27.83 0.00 0.87 0.07 ----- ----- ----- ----- ----- 0.07 27.87 0.00 0.86 0.07 ----- ----- ----- ----- ----- 0.07 27.90 0.00 0.86 0.07 ----- ----- ----- ----- ----- 0.07 27.93 0.00 0.85 0.07 ----- ----- ----- ----- ----- 0.07 27.97 0.00 0.85 0.07 ----- ----- ----- ---- ----- 0.07 28.00 0.00 0.84 0.07 ----- ----- ----- ----- ----- 0.07 28.03 0.00 0.83 0.07 ----- ----- ----- ----- ----- 0.07 28.07 0.00 0.83 0.07 ----- ----- ----- ----- ----- 0.07 28.10 0.00 0.82 0.07 ----- ----- ----- ----- ----- 0.07 28.13 0.00 0.81 0.07 ----- ----- ----- ----- ----- 0.07 28.17 0.00 0.81 0.07 ----- ----- ----- ----- ----- 0.07 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 12 Time Inflow Elevation Culy. A Culv. B Culy. C Weir A Weir B Weir C Outflow (hrs) WS) (ft) WS) WS) WS) (S) (efs) WS) WS) 28.20 0.00 0.80 0.07 ----- ----- ----- ----- ----- 0.07 28.23 0.00 0.79 0.07 ---- ----- ----- ----- ----- 0.07 28.27 0.00 0.79 0.07 ----- ----- ----- ----- ----- 0.07 28.30 0.00 0.78 0.07 ----- ----- ----- ----- ----- 0.07 28.33 0.00 0.77 0.07 ----- ----- ----- ----- ----- 0.07 28.37 0.00 0.76 0.07 ----- ----- ----- ----- ----- 0.07 28.40 0.00 0.76 0.07 ----- ----- ----- ----- ----- 0.07 28.43 0.00 0.75 0.07 ----- ----- ----- ----- ----- 0.07 28.47 0.00 0.74 0.07 ---- ----- ----- ---- ----- 0.07 28.50 0.00 0.74 0.07 ----- ----- ----- ----- ----- 0.07 28.53 0.00 0.73 0.07 ----- ----- ----- ----- ----- 0.07 28.57 0.00 0.72 0.07 ----- ----- ---- ----- ----- 0.07 28.60 0.00 0.72 0.07 ----- ----- ----- ----- ----- 0.07 28.63 0.00 0.71 0.07 ----_ _____ _____ _____ _____ 0.07 28.67 0.00 0.70 0.07 ----- ----- ----- ----- ----- 0.07 28.70 0.00 0.69 0.07 ----- ----- ----- ----- ----- 0.07 28.73 0.00 0.69 0.07 ----- ----- ----- ----- ----- 0.07 28.77 0.00 0.68 0.06 ----- ----- ----- ----- ----- 0.06 28.80 0.00 0.67 0.06 ----- ----- ----- ---- ----- 0.06 28.83 0.00 0.67 0.06 ----- ----- ----- ----- ----- 0.06 28.87 0.00 0.66 0.06 ----- ----- ----- ---- ----- 0.06 28.90 0.00 0.65 0.06 ----- ----- ----- ----- ----- 0.06 28.93 0.00 0.65 0.06 ----- ----- ----- ----- ----- 0.06 28.97 0.00 0.64 0.06 ----- ----- ---- ----- ----- 0.06 29.00 0.00 0.63 0.06 ----- ----- ----- ----- ----- 0.06 29.03 0.00 0.63 0.06 ----- ----- ----- ----- ----- 0.06 29.07 0.00 0.62 0.06 ----- ----- ----- ----- ----- 0.06 29.10 0.00 0.61 0.06 ----- ----- ----- ----- ----- 0.06 29.13 0.00 0.61 0.06 ----- ----- ----- ----- ----- 0.06 29.17 0.00 0.60 0.06 ----- ----- ----- ----- ---- 0.06 29.20 0.00 0.60 0.06 ----- ----- ----- ----- ----- 0.06 29.23 0.00 0.59 0.06 ----- ----- ----- ----- ----- 0.06 29.27 0.00 0.58 0.06 ----- ----- ----- ----- ----- 0•06 29.30 0.00 0.58 0.06 ----- ----- ----- ----- ----- 0.06 29.33 0.00 0.57 0.06 ----- ----- ----- ----- ----- 0.06 29.37 0.00 0.56 0.06 ----- ----- ----- ----- ----- 0.06 29.40 0.00 0.56 0.06 ----- ----- ----- ----- ----- 0.06 29.43 0.00 0.55 0.06 ----- ----- ---- ----- ----- 0.06 29.47 0.00 0.55 0.06 ----- ----- ----- ----- ----- 0.06 29.50 0.00 0.54 0.06 ----- ----- ----- ----- ----- 0.06 29.53 0.00 0.53 0.06 ----- ----- ----- ----- ----- 0.06 29.57 0.00 0.53 0.06 ----- ----- ----- ----- ----- 0.06 29.60 0.00 0.52 0.06 ----- ----- ----- ----- ----- 0.06 29.63 0.00 0.52 0.06 ----- ----- ----- ----- ----- 0.06 29.67 0.00 0.51 0.06 ----- ----- ----- ----- ----- 0.06 29.70 0.00 0.51 0.05 ----- ____ _____ _____ _____ 0.05 29.73 0.00 0.50 0.05 ----- ----- ----- ----- ----- 0.05 29.77 0.00 0.49 0.05 ----- ----- ----- ----- ----- 0.05 29.80 0.00 0.49 0.05 ----- ----- ----- ----- ----- 0.05 29.83 0.00 0.48 0.05 ----- ----- ----- ----- ----- 0.05 Continues on next page... 400' - 48' Hydrograph Discharge Table Page 13 Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) WS) (ft) (S) (S) (S) WS) WS) WS) (S) 29.87 0.00 0.48 0.05 ----- ----- ----- ----- ----- 0.05 29.90 0.00 0.47 0.05 ---- ----- ----- ----- ----- 0.05 29.93 0.00 0.47 0.05 ----- ----- ----- ----- ----- 0.05 29.97 0.00 0.46 0.05 ----- ---- ----- ----- ----- 0.05 30.00 0.00 0.46 0.05 ----- ----- ----- ----- ----- 0.05 30.03 0.00 0.45 0.05 ----- ----- ----- ----- ----- 0.05 30.07 0.00 0.44 0.05 ----- ----- ----- ----- ----- 0.05 30.10 0.00 0.44 0.05 ----- ----- ----- ----- ----- 0.05 .End Reservoir Report Page 1 Reservoir No. 1 Detpipe Culvert I Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 1.8 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 1.8 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 0.00 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 0.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.00 0.00 0.00 N-Value = .013 .013 .013 Orit. Coeff. = 0.62 0.60 0.60 Multi -Stage = ----- No No Tailwater Elevation = 0.00 ft Note: Atl wAnows have been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) WS) (S) (cfs) (S) (S) (cfs) (cfs) 0.0 00 0.00 0.00 --- --- --- --- --- 0.00 0.0 26 0.04 0.01 --- --- --- --- -- 0.01 0.1 53 0.08 0.02 --- --- --- --- --- 0.02 0.1 79 0.12 0.02 --- --- --- --- --- 0.02 0.2 105 0.16 0.02 --- --- --- --- --- 0.02 0.2 132 0.20 0.03 --- --- --- --- --- 0•03 0.2 158 0.24 0.03 -- --- --- --- --- 0•03 0.3 184 0.28 0.04 --_ __ ___ ___ ___ 0.04 0.3 210 0.32 0.04 --- -- __ ___ ___ 0.04 0.4 237 0.36 0.04 --- --- --- --- --- 0.04 0.4 263 0.40 0.05 --- --- --- --- --- 0.05 0.4 309 0.44 0.05 --- --- --- --- --- 0.05 0.5 355 0.48 0.05 --- --- --- --- --- 0.05 0.5 400 0.52 0.06 --- ___ ___ � --- 0.06 0.6 446 0.56 0.06 --- -- __ ___ ___ 0.06 0.6 492 0.60 0.06 -- --- --- --- -- 0.06 0.6 538 0.64 0.06 --- --- --- --- 0.06 0.7 584 0.68 0.06 --- --- --- --- --- 0.07 0.7 629 0.72 0.07 --- -_ ___ ___ __ 0.07 0.8 675 0.76 0.07 --- --- --- --- --- 0.07 0.8 721 0.80 0.07 --- --- --- --- --- 0.07 0.8 776 0.84 0.07 --- -- --- --- --- 0.07 0.9 831 0.88 0.07 --- --- --- --- --- 0.07 0.9 886 0.92 0.08 --- --- -- --- --- 0.08 1.0 941 0.96 0.08 --- --- --- --- --- 0.08 1.0 996 1.00 0.08 --- --- --- -- --- 0.08 Continues on next page... Detpipe Stage ! Storage ! Discharge Table Page 2 Stage Storage Elevation Culv. A Culv. B Culv. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (S) (cfs) (cfs) 1.0 1,050 1.04 0.08 --- --- --- --- --- 0.08 1.1 1,105 1.08 0.08 --- --- --- --- --- 0.08 1.1 1,160 1.12 0.09 --- --- --- --- --- 0•09 1.2 1,215 1.16 0.09 --- --- --- --- --- 0.09 1.2 1,270 1.20 0.09 --- --- --- --- --- 0.09 1.2 1,331 1.24 0.09 --- --- --- --- --- 0.09 1.3 1,392 1.28 0.09 --- --- --- --- --- 0.09 1.3 1,453 1.32 0.09 --- --- -- --- --- 0.09 1.4 1,514 1.36 0.09 --- --- --- --- --- 0.09 1.4 1,575 1.40 0.10 --- --- --- --- --- 0.10 1.4 1,635 1.44 0.10 --- --- --- --- --- 0.10 1.5 1,696 1.48 0.10 --- --- --- --- --- 0.10 1.5 1,757 1.52 0.10 --- --- --- --- --- 0.10 1.6 1,818 1.56 0.10 --- --- --- --- --- 0.10 1.6 1,879 1.60 0.10 --- --- --- --- --- 0.10 1.6 1,944 1.64 0.10 --- --_ ___ ___ __ 0.10 1.7 2,008 1.68 0.11 --- --- --- --- --- 0.11 1.7 2,073 1.72 0.11 -_ ___ ___ ___ ___ 0.11 1.8 2,138 1.76 0.11 --- --- --- --- --- 0.11 1.8 2,202 1.80 0.11 --- --- --- --- --- 0.11 1.8 2,267 1.84 0.11 --- --- --- --- --- 0.11 1.9 2,332 1.88 0.11 --- --- --- --- --- 0.11 1.9 2,397 1.92 0.11 --- --- --- --- --- 0.11 2.0 2,461 1.96 0.11 --- --- --- -- --- 0.11 2.0 2,526 2.00 0.12 --- -- -- --- --- 0.12 2.0 2,589 2.04 0.12 --- --- --- --- -- 0.12 2.1 2,652 2.08 0.12 --- --- --- --- --- 0.12 2.1 2,715 2.12 0.12 --- --- --- --- --- 0.12 2.2 2,778 2.16 0.12 --- --- --- --- --- 0.12 2.2 2,842 2.20 0.12 --- --- --- --- --- 0.12 2.2 2,905 2.24 0.12 --- --- --- --- --- 0.12 2.3 2,968 2.28 0.12 --- --- --- --- --- 0.12 2.3 3,031 2.32 0.12 --- --- --- --- --- 0.12 2.4 3,094 2.36 0.13 --- --- --- --- --- 0.13 2.4 3,157 2.40 0.13 -_ ___ ___ __ __ 0.13 2.4 3,218 2.44 0.13 --- --- -- --- --- 0.13 2.5 3,279 2.48 0.13 --- --- --- --- --- 0.13 2.5 3,339 2.52 0.13 --- --- --- --- --- 0.13 2.6 3,400 2.56 0.13 --- --- --- --- --- 0.13 2.6 3,461 2.60 0.13 --- --- --- --- --- 0.13 2.6 3,522 2.64 0.13 --- --- --- --- --- 0.13 2.7 3,583 2.68 0.13 --- --- --- --- --- 0.13 2.7 3,643 2.72 0.14 --- --- -- --- --- 0.14 2.8 3,704 2.76 0.14 --- --- --- --- --- 0.14 2.8 3,765 2.80 0.14 --- --- --- --- --- 0.14 2.8 3,820 2.84 0.14 --- --- --- --- --- 0.14 2.9 3,874 2.88 0.14 --- --- --- --- --- 0.14 2.9 3,929 2.92 0.14 --- --- --- --- --- 0.14 3.0 3,984 2.96 0.14 --- --- --- --- --- 0.14 3.0 4,038 3.00 0.14 --- --- --- --- --- 0.14 Continues on next page... Detpipe Stage I Storage / Discharge Table Page 3 Stage storage (ft) (cuft) Elevation (ft) Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (Cfs) (Cft) (cft) (Cft) (Cft) (Cft) 3.0 4,093 3.04 0.14 (cfs) 3.1 4,148 3.1 4,203 3.08 0.14 --- --- --- --- --- 0.14 3.2 4,257 3.12 3.16 0.15 --- 0.15 --- `-- --- -- --- -_ '"- --- 0.14 0.16 3.2 4,312 3.2 4,358 3.20 0.15 '-' .-- --- --- "-- --- --- 0.15 3.3 4,403 3.24 3.28 0.15 0.15 --- -� --- -"' --- 0.15 0.15 3.3 4,449 3.4 4,494 3.32 0.15 --� --- -- "-- --- --- 0.15 3.4 4,540 3.36 3.40 0.15 -- '-- 0.15 '"- --- --- "'" --- 0.15 0.15 3.4 4,585 3.44 0.15 - - --- """ --- 0.15 3.5 4,676 67 3.52 0.15 -._ ___ 0.15 ___ ___ ___ _-- -- 0.15 0.15 3.5 4, 3.6 4,767 3.56 0.16 .-- --- --- --- '-- --- _- 0.15 3.6 4,793 3.60 3.64 0.16 --- --- 0.16 --- --- "-" --- 0.16 0.16 3.7 4,819 3.7 3.68 0.16 --- --� --- --- --- 0.16 4,845 3.8 4,871 3.72 3.76 _- 0.16 -� --- "-" --- 0.16 3.8 4,896 3.80 0.16 0.16 --- --- --- --- 0.16 0.16 3.8 4,922 3.9 4,948 3.84 �-- -" 0.16 -- --- -- -- '"" --- --- 0.16 3•9 4,974 3.88 3.92 0.16 0.16 --- -- -"- --- -- `" --- 0.16 0.16 4.0 5,000 4.0 5,026 3.96 --- 0.16 _ --- --- --- 0.16 4.00 0.16 --- _� "-- --- 0.16 --- --- --- 0.16 larrars. To: Julie Venn, Fay Schafi, Greg Brozek, Ken Cornwall From: Deb Barkers Subject: Petition again i Northshore Automotive project Date: August 19, 1997 Attached please find a petition from neighbors against the Northshore Automotive project, SEP 97-0025 and SPR 97-0021. A "letter of complete application" was issued on August 4, 1997 and the project is now under review for SEPA and site plan approval. Please be sure that your SEPA review includes analysis of the issues identified in the petition, including noise pollution, waste oil pollution and tow truck traffic hazards. Your SEPA related comments should include a statement indicating how the project proponents have addressed these particular issues. However, if, in your opinion, these issues have not been addressed, please respond to me in writing as soon as possible to stop the clock and request new information. I personally do not want to have the SEPA appealed, it may come to that. Oh well. Thanks Public Notice Aug 12,D997 City of Federal Way R� �� Dept. of Community Development File # Sept. 97-0025 - Spr 97-6021 ' Property Address, 35606 21 st Ave. SW Subject: Petition against auto repair shop. Dear Sir, The Dept. of Community Development of Federal Way, has invited Residents to offer objections to a Auto Repair Shop, address is 35606 21 st SW. We, the undersigned, oppose this development because we believe it would create noise pollution in the area and also other forms of environmental pollution due to waste oil and strong odors. We also believe that tow trucks going to and from the shop would become a public safety hazard on the narrow, two lane street in front of the complex. We thank you very much for accepting our petition against an Auto Repair Shop. Petitioners Name Address Telephone 3. 4. r � 7.- s. - 9. 10. 11. 12. 13. 14. 15. rA JCITYOF� 33530 1 ST WAY SOUTH August 4, 1997 Mr. Michael Donahue Northshore Automotive 2100 SW 356th Street Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: NOTICE OF COMPLETE APPLICATION Northshore Automotive Center — Federal Way File Nos. SPR97-0021 & SEP97-0025 36506 - 21st Avenue SW, Federal Way, WA Dear Mr. Donahue: The Department of Community Development Services received the following information you submitted on May 12 and July 21, 1997: • Site plan and elevations prepared by Bobbie King, June 25, 1997. • Preliminary landscape plan prepared by David Lowman, January 15, 1997. • Preliminary grading drainage and erosion control plans by Sound Engineering, Inc., March 28, 1997. • Revised SEPA checklist prepared by Mike Donahue, July 21, 1997. • Boundary and topographic survey prepared by Warren Lay, January 1994. • Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. The information is for the proposal to construct a 4,800 square foot automotive repair shop with 17 parking stalls, a bioswale, and site landscaping at 35606 - 21st Avenue SW in Federal Way. Pursuant to the requirements under the state mandated regulatory reform requirements, the city has 28 days to determine whether an application is complete. Please consider this letter as a Letter of Completeness. Pursuant to the requirements under the state mandated regulatory reform requirements, the application is deemed complete as of August 4, 1997, based on the submittal requirements for State Environmental Policy Act (SEPA) and Site Plan Review. A 120 day time line for reviewing the project has started as of this date. The city has Mr. Mike Donahue August 4, 1997 Page 2 120 days from the date that an application is deemed complete to take action on the application. However, the 120 day time line can be stopped at any time that the city requests additional information. You will be informed of the status of the 120 day time line when you are notified in writing that additional information is needed. Having met the submittal requirements, your application is now ready for processing. Therefore, pursuant to the requirements under the state mandated regulatory reform requirements, a Notice of Application will be published in the Federal Way News within 14 days, and other public notice will be given based on city procedures.- The Department of Community Development Services has responsibility to notify other agencies who may have jurisdiction over your development project, or an interest in it. If you should have any questions regarding this letter or your development project, please feel free to call me at (253) 661-4103. Sincerely, k-e4- 4(1('-� Deb Barker Associate Planner c' Ken Cornwall, Building Plans Examiner , #t phen Clifton, PW Development Services Manager Julie Venn, Public Works Engineering Plans Reviewer H Greg Brozek, King County Fire District #39 Mary Young Lakehaven Utility District File SPA\com-=ModhaaC4o efe.Nr From: DEB BARKER To: JulieV Date: Monday, June 9, 1997 8:25 am Subject: Northshore atuo comments Thanks for getting me my copy of your comments for the northshore automotive place. I have yet to look at the landsacpe plan for stuff; was trying for completeness issues. I'll be sure to advise them of the discrepencies when I review the plans for content. Thanks again. Deb 7/23/97 *Revised Storm drainage, erosion and sedimentation control report dated June 1997 by Tim Holderman, PE *Two sets of revised plan pages as follows: New Site plan, elevations, main floor and � second floor plans, landscape plan, C- ` 1 thru C-5 and S-1. *Revised SEPA checklist *New survey (One copy) PUBLIC WORKS - DEVELOPMENT SERVICES MEMORANDUM TO: Deb Barker FROM: Julie Venn For Your Information DATE: June 7, 1997 SUBJECT: Norther Shore Automotive Shop - SEP 97-0025, UPR97-0021� 35406 - 21st Avenue SW After reviewing the materials submitted the following comments and findings address SEPA related issues. Comments relating to the submitted checklist sections A through B. 3. and B. 14.: B.3.c.1 Should read: The increase in stormwater runoff is less than the 0.5cfs threshold for detention therefore detention is not proposed. jPreliminaU TIR needs to be corrected therefore this statement may change. Corrections to the TIR calculations are necessaryl B.3.c.2. Reword: Waste material could enter ground or surface waters because of the nature of the business proposed. Oils and other contaminants could enter into the storm water system from the parking lot and work areas. B.3.d. Provide information on how the business will handle spill control. (see attached information from the King County Stormwater Pollution Control Manual.) B.5.d. Recommend that plants supportive to song bird habitat are incorporated into the landscaping plans. Comments relating to mitigation: Runoff: As with all paved, developed areas, the sites will contribute some pollutants to ground and surface waters as these will be washed off by storm drainage across the site. Pollutants which accumulate on paved surfaces include heavy metals, petrochemicals and other substances. Some of these pollutants could be separated out of the storm water runoff to a certain extent, by installing oil/water separators in the on -site catch basins and grass -lined swales to transport runoff off -site. The proposed project will be required to provide storm water drainage improvements applicable under the 1992 King County Surface Water Design Manual (KCSWDM), including surface water detention, biofiltration, and oil/water separation. The proposed project must be designed to comply with all applicable Core and Special Requirements outlined in the KCSWDM. Refer to PRE96-0050 memo dated December 4, 1996 for additional information regarding stormwater detention system design criteria. The 7-day storm instead of the 24-hr storm will apply to the design of the detention system if required. L:\PRMSYS\DOCUMENT\SEP97-00.25\PWO60697.DOC MEMORANDUM Date: June 2, 1997 To: Deb Barker/Julie Venn From: Fay Schafi Subject: Northshore Automotive Shop (SEP97-0025) I have reviewed the revised site plan dated May 23, 1997 for the above referenced project and have the following comments: The location of the proposed driveway is acceptable. As depicted on the site plan, the proposed on -site speed bump is too close to the driveway curb cut onto 21st Avenue SW. Vehicles entering the site have to cross the speed bump at a very slow speed, this could impede the flow of traffic on 21st Ave. SW. Therefore, to ensure safe traffic operations, the speed bump shall not be installed at the proposed location. L:\PRMSYS\DOCUMENT\SEP97-00.25\TRAFFICl.DOC G�`= GPLGu�,�Tlo�4 GTz a P�u1Lof, L-AA pS G rl I. S % T 4 q 1rso '� . o a o • F-r. 35, i i t -sor - Ft-, os._A = 7-) 6jZaAL ¢-z.d t o� 5/ 6/97 page 2 Northshore Automotive Repair On -site pre and post developed flow calculations 100 year 24-hour storm event --------------------------- BASIN SUMMARY BASIN ID: a4 NAME: 2yr postdA SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE PERVIOUS AREA PRECIPITATION....: .00 inches AREA..: 0.42 Acres TIME INTERVAL..... "�0_0 min CN....: 87.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.38 Acres CN..... 98.00 TcReach - Sheet . L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.23 cfs VOL: 0.09 Ac-ft TIME: 480 min BASIN ID: a5 NAME: 10yr 7BASEFLOWS: SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres 0.00 cfs RAINFALL TYPE....: -,-VIOUS AREA PRECIPITATION....- 2.90 inched_ AREA..: 0.42 Acres TIME INTERVAL ... .: �1 �i�izn CN ....: 87.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.38 Acres CN..... 98.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.38 cfs VOL: 0.14 Ac-ft TIME: 480 min BASIN ID: a6 NAME: 100yr post SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs�!�� RAINFALL TYPE....: T 1A PERVIOUS AREA PRECIPITATION....: 3 .90 inches _ AREA..: 0.42 toll TIME INTERVAL....: ro m CN....: - TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: .0.38 Ares CN....: 98.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100�� PEAK RATE: 1-G_5__6_1'cfs VOL: 0.21 Ac-ft TIME: 470 min Page#8 3, Hydraulic analysis of the downstream system beginning at the point of connection to a 1/4 mile downstream within 21st Avenue SW (reference appendix B') The site will add additional impervious areas and generate approximateCaO.38 cfs increase in flows, between the 100 year, 24 hour storm, pre and post developed events. Consequently, it is our opinion that the development will have little effect on downstream capacity. Calculations indicate that the increase in flows are approximately 1.5% of the overall downstream conveyance line capacity. In addition, there is no evidence of recent or past overtopping of the downstream system. Page#$ 2.� Rainfall intensity: 2-year, 24-hour = 2.0 inches/ 24-hour 25-year, 24-hour = 3.5 inches/24-hour 6Z 100-year, 24-hour = 4 inches/ 24-hour The "Waterworks" hydraulic analysis computer program was used to develop the proposed subbasin hydrology. 3.2 Detention system discussion The necessity of a detention pond system was analyzed using the preceding parameters. Calculations indicate that the proposed development will result in an increase in flows of 0.38 cfs between the 100 year, 24-hour storm pre and post developed storm events. As defined in the KCDSM no detention system is required because the developed conditions do not exceed the 0.50 cfs threshold. 3.3 Conveyance system The developed site area was divided into one subbasin for determining peak flows during the 100 year post -development storm event scenario conveyance system analysis (reference Basin/reach Map in Appendix B). The system was sized to convey the 100-year, 24-hour storm event utilizing the Rational Method. The computer program "CIA" was utilized in this analysis (see Appendix B). Cr Y OF �'� r DEPARTMENT OF ComNa TNrry DEvELOP.mErfT SERVICES i 33530 Fast Way South Federal Way WA 98003 `� �, M V �. r (206) 66 I -MO Fax (206) 661-4129 ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS This environmental checklist asks you to describe some basic information about our proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you do not know the answer, or if a question does not apply to your proposal, write "do not know' or "does not apply." Complete answers to questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline. and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON -PROJECT PROPOSALS Complete this checklist for non -project proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Non -Project Actions. For non -project actions, the references in the checklist to the words "project," "applicant." and "property or site" should be read as "proposal," "proposer," and "affected geographic area." respectively. 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY A. BACKGROUND 1. Name of proposed project, if applicable: Northshore Automotive Shop 2. Name of applicant: Michael Donahue 3. Address and phone number of applicant and contact person: Applicant address: 2100 SW 356th Federal Way Applicant phone: 206-838-9142 Contact Person: Timothy D. Holderman P.E. Contact Address: Sound Enigineering Inc. 1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 (206)573-0040 fax: (206)573-0142 4. Date checklist prepared: April 10, 1997 5. Agency requesting checklist: City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): 2nd Qtr 1997 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List anv environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None known 3 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit, Sewer Ext. Permit, Site Development Permit 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Build a new 4000 sq. ft. building on a vacant 35,000 sq. ft. site. The planned use is an automotive and recreation vehicle engine repair service. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Location: 35406 21st Ave. S.W. Federal Way, WA 98023-3058 4 B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other. b. What is the steepest slope on the site (approximate percent slope)? The overall slope of the site is approximately .5%. The steepest slope is found in the SE corner (6%). c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soils found on site are classifiied as Amc- Arent, Alderwood site soils are typical of soils found in the area (see the attached SCS 1973 soil survey information). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so. describe. None noted e. Describe the purpose. type. and approximate quantities of any filling or grading pro- posed. Indicate source of fill. There will be a minimum amount of grading and excavation to facilitate the building foundation and utility installation. E Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Temporary eroision control measure approved by the City of Federal Way will be utilized during construction. 5 g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 10,750 sq. ft. will be landscaped and 70 percent will be impervious. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. The tempory erosion control plan will conform to requirements of City of Federal Way stormwater regulations. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial, wood smoke... ) during construction and when the project is com- pleted? If any, generally describe and give approximate quantities if known. During construction there will be minimal automotive emisions from equipment operation; when the project is complete there will be no emission beyond exhaust from employee and client automobiles and R.V.s. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. None Proposed measures to reduce or control emissions or other impacts to air, if any. None proposed 3. WATER a. Surface. 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None known 0 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Not applicable 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None proposed 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. There will be no discharges to surface water. b. Ground. 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No groundwater will be withdrawn and no water will be discharged to groundwater. Stormwater to be discharged to City of Federal Way storm system. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such, systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. There will be no discharge of waste materials into the ground. c. Water Runoff (including storm water) 1) Describe the' source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater will be directed to a grass swale prior to discharge to the public storm system on 21st Ave. The increase in stormwater runoff is less than 1% so no detention is proposed. 2) Could waste materials enter ground or surface waters? If so, generally describe. Ano waste material will be permittted to enter ground or surface waters. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. Stormwater will be pretreated prior to discharge to the city storm system. All hazardous materials will be handled pursuant to DOE and City of Federal Way requirements. 4. PLANTS a. Check or circle types of vegetation found on the site. ❑ deciduous tree: alder. maple. aspen, other ❑ evergreen tree: fir, cedar, pine, other ❑ shrubs ❑ grass ❑ pasture ❑ crop or grain ❑ wet soil plants: cattail, buttercup, bulrush. skunk cabbage, other ❑ water plant: water lily, eelgrass, milfoil, other ❑ other types of vegetation Blackberry bushes 8 b. What kind and amount of vegetation will be removed or altered? All blackberry bushes and 8 significant trees (seven to be ratianed). Existing grasses and shrubs will be replace with drought tolerate plantings See the proposed landscape plan for details. When possible, existing trees were included in the landscape plan. c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Seven of the significant trees have been incorporated into the landscape plan. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site. birds: hawk, heron, eagle, songbirds, other - Crows mammals: deer, bear, elk, beaver, other fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so, explain. The site lies within the western flyway for migratory birds. d. Proposed measures to preserve or enhance wildlife, if any. Many of the significant trees will be saved and more will be planted. Z 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Gas heating Electric cooling, lights and auto repair operations b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Thermal pane windows, 90% gas furnace, energy saving lighting. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The hazardous waste materials will be handled according to DOE and City of Federal Way requirements. Used automotive fluids will be disposed of offsite at an approved waste handling facility. 1) Describe special emergency services that might be required. None, because all hazardous materials will be handled according to an approved safety, handling and disposal plan. 2) Proposed measures to reduce or control environmental health hazards, if any. We will be using an above ground double walled waste oil tank which will be serviced by an approved and licensed waste oil disposal business. 10 b. Noise. 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction operation, other)? Indicate what hours noise would come from the site. On a short term basis there will be some construction noise. On a long term basis there will be limited noise generated from the automotive repair business. 3) Proposed measures to reduce or control noise impacts, if any. Building to be faced away from residential uses and the building will have concrete walls which will serve to pervent noise outside the building. 8. LAND AND SHORELINE USE , a. What is the current use of the site and adjacent properties? The site is currently vacant . The properties to the north and east are residential. The properties to the west and south are vacant commercial land. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No structures will be demolished. 11 e. What is the current zoning classification of the site? Neighborhood Business f. What is the current comprehensive plan designation of the site? Neighborhood Business g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not aware of any enviromental constraints. i. Approximately how many people would reside or work in the completed project? Six j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any. None 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans. if any. Follow Citv of Federal Wav land use codes and design standards. 9. HOUSrNG a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle. or low-income housing. None 12 c. Proposed measures to reduce or control housing impacts, if any_ None 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The proposed building will be 22 feet tall and will be constructed with steel and concrete. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any. Incorportate existing significant trees into the landscape plan of trees and meet City of Federal Way design standards. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The parking lot will be lighted at night. Lighting will be directed away from residential uses. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any. Parking lot lighting will be directed toward the interior of the site. 13 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? There are serveral public parks and golf courses in the vicinity. b. Would the proposal displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, nation, state, or local preser- vation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Not applicable c. Proposed measures to reduce or control impacts, if any. Not applicable 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The property fronts on 21st Ave. S.W.. Access will be off 21st. Ave. S.E. at the existing access drive. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes, there is Metro bus stop across street from site. 14 c. How many parking spaces would the completed project have? How many would the project eliminate? Seventeen parking stalls have been proposed and none will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). None proposed e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transporta- tion? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. According to the ITE manual land use code 840, approxumately 15 trips are generate during pm peak hours. Throughout the day we expect 100 to 120 trips. The trips will occur throughout the day during business hours. g. Proposed measures to reduce or control transportation impacts, if any. None proposed 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There will be no extraordinary increase in demand for public servicec. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas water. refuse service, telephone, sanitary sewer, septic system, other (please list). 15 b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity - Puget Power Gas - Washington Natural Gas - tap in street Phone - US West - on -site Refuse - Federal Way Disposal Sewer - Lakehaven - sewer extention on -site Water - Lakehaven - water tap in street for fireflow C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. SIGNATURE: DATE SUBMITTED: c::!� — q' , 7 REVISED :/=0/]- 709 124th Street Eaet DESIGNED: O T �J7.7� D j Puyallup, WA 98373 DRAMTI: 1�T� � � G G, Inc. Dus: 208 845-5080 des: (2013) 845-5109 CHECKED: CIVIL ENGINEERS • LAND PLANNERS E-mail: .5,nundinc&801-CCm r Vr GI f roTE • .., rEw+r.w! ♦ !�� r * 4lAS1fA A•.f lA,y! 1., .� TCArlN+t , :� Joe NO. SHEET N0. DATE: OF SCALE: AutcCAD I'LL Lr 11 L C r I : 'a.i e••;;��y %� - Y1IAR .. ''.1 � F'S Rx'�- , 7 +I vr: a • >(io $�!Y rn 9r kSs S T Ynr. i !ir �fc'-aw* � . 96 �•�• NE' n.eln �s '¢ n I —,MIT M'It c 'YY ; 31ST ST s ^�gme lum d s5]R6c I` �E ,z. 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Due: 208 845-5080 Fax: �208; 845-5109 CHECKED: sCAtE CIVIL ENGINEERS ' LAND PLANNERS F-mail: soundincA'aol.com AutoCAO FILL: _ �� 1 ' 7;:�y» ��a�rA,.�'.7:• ` • 4r�.�,�.,.'�•-' by ••�•j{y, � . ArTIC Em i.7''.ar• .,"''.i �•�".• .mow. !. 46rc •• �,./� iii T - .. _ • 4 •iw• •. �Li.: .. ' ' yn .1 � w A90' 'i54! AgC • i , •� T �Sr1T- T� �• Y. •y}�f"•� .. • . �� _ `' " :sue-".'�' '• „- - .r� •,r . + -�' . _ ^...y i • +'F�1L •.. A •i ,a r. �� i� � •t , • •id 2=ib t- ` a ' '•�7 �`�':. y� '%=,fir: �"�' - :...:1'-I #ti . -4 ?i° w Z. Tr m "'.r -: 7e• �; j : 4 Md'r Md � •_ iiM • fir+ �+ 'nwa :TM 9J7 - _ '•II I. `C. _ ' +µme -��h� •� '� ` i �1Y4 -T B i � •.,ter. tv ti. .. � •L•• . :. • ' : I• S : � _ • ,�..-�.' ; ,�-. i •► :yam � -.IBC kk ' 1 i _.1 d'. _ -y •EwC Quai Bb .d' u}i•.� ::'� :.ice-`�' .�-'J�'..�'�".. � ".�.-•.'i. — Ur ;�' ,�•' .�t7"�' y,• f.,,.,+ � .r r �,,,� :I" • ��• r rl } ! :� tin jr kk a T ..V r ft I { r•p'F*�•� C+_ a UD NG G, Inc. CIVIL ENGINEERS • LAND PLANNERS 9709 124th Street East DESIGNED: JOB NO. SHEET NO. Puyallup, WA 98373 DRAW. DATE or OUR: 208 845-5080 SCALE. Fax: Ma 845-5109 a�«ED° E-mail: soundinc®eolcom AutoCAD FLE. Arents, Alderwood material. 0 to 6 percent sloven (Am8).--in many areas this soil is levei, as a result of shaping during construction for urban facilities. Areas are rectangular in shape and range from 5 acres to about 400 acres in size. Representative profile of Arents, Alderwood material, 0 to 6 percent slopes, in an urban area, 1,300 feet west and 350 feet south of the northeast corner of sec. 23, T. 25 N., R. 5 E.: 0 to 26 inches, dark -brown (iOYR 4/3) gravelly sandy loam, pale brown (10YR 6/3) dry; massive; slightly hard, very friable, non - sticky, nonplastic; many roots; medium acid; abrupt, smooth boundary. 23 to 29 inches thick. 26 to 60 inches, grayish -brown (2.5Y 5/2) weakly consolidated to strongly consolidated glacial till, light brownish gray (2.5Y 6/2) dry; common, medium, prominent mottles of yellowish brown (10YR 5/6) moist; massive; no rants; medium acid. Many feet thick. The upper, very friable part of the soil extends to a depth of 20 to 40 inches and ranges from dark grayish brawn to dark yellowish brown. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the compact substratum; and some areas are 5 to 10 percent very gravelly Everett soils and sandy Indianola soils. This Arents, Alderwood soil is moderately well drained, permeability in the upper, disturbed soil material is moderately rapid to moderately slow, depending an its compaction during construction. The substratum is very slowly permeable. Roots penetrate to and tend to mat an the surface of the consolidated substratum. Some roots enter the substratum through cracks. Water moves on top of the substratum in winter. Available water capacity is law. Runoff is slow, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVe-2; woodland group 3d2. Arents, Alderwood material, 6 to 15 percent slo es AmC .-- is soil as convex slopes. Areas are rectangular in shape and range from 10 acres to about 450 acres in size. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the ecompact sub gravely and some areas are 5 to 10 p y Everett soils and sandy Indianola soils. Runoff is medium, and the erosion hazard is moderate to severe. This soil is used or urban development. Ca- pability unit IVe-2; group 3d2. Arents. Everett material (An). --This is a level to gently sloping, dark -brown gravelly or very gravelly sandy loam. It is very similar to Everett gravelly sandy loam (see Everett series), but it has been disturbed and altered through urban de- velopment. Multicolored very gravelly coarse sand is at a depth of 8 to 40 inches. Areas are common- ly rectangular in shape, and range from 1 to 120 acres in size. Representative profile of Arents, Everett mate- rial, in a homesite, 440 feet west and 100 feet north of the center of sec. 11, T. 24 N., R. 6 E.: 0 to 8 inches, dark -brown (7.5YR 3/4) gravelly sandy loam, brown (7.5YR-5/4) dry; massive; soft, very friable, nonsticky, nonplastic; few roots; 30 percent gravel content; slightly acid; clear, smooth boundary. 8 to 14 inches thick. 8 to 60 inches, grayish -brown and light olive -brown (2.5Y 5/2 and 5/4) very gravelly coarse sand, light gray and light yellowish brown (2.5Y 7/2 and 6/4) dry; single grain; loose, nonsticky, nonplastic; few roots; 55 percent gravel and 10 percent cobblestone content; medium acid. The upper part of the soil ranges from dark brown to olive brown and from gravelly sandy loam to very gravelly loamy sand. The substratum ranges from black to olive brown. This soil is somewhat excessively drained. The effective rooting depth is 60 inches or more. Permeability is rapid, and available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVs-l; woodland group 30. Northshore BP BP OIL 2100 SW 356th Federal Way, WA98023 952-2330 or838-9142 Your One Stop Auto Center November 11, 1996 City of Federal Way Re: Statement of architectural design We have designed this project to not only better serve our customers and make their visit as easy as poss+ible, but also blend in with the neighborhood. We plan to have a large canopy where the customer can pull in to leave their vehicle out of the weather. We also plan to use decorative strips in our concrete wall work to blend with the canopy and paint stripping to match. Our colors that are proposed are tan base and forest green canopy and stripe. We also plan to service the growing number of rv's in the area, and plan to use the back portion of our property as a natural turn around area. We also would like to use a chain link fence on two legs of our fencing requirements, neither of which will be along the residential side. Both sides of our property that abut residential properties are currently fenced with wood fencing. We also plan to use glass block on the corner of the waiting area in a rounded fashion and then back light it with green neon to blend in with the color scheme. We have situated the building as far away as possible from any of our residential neighbors so noise should not be a problem. We currently operate our shop monday thru saturday from 8 am - 5 pm. We plan no change in the hours as these meet the zoning requirements. Materials on the building will be concrete walls and the canopy will be corrigated sheet metal. I think this is a much needed facility in the neighborhood and definitely a much needed facility for Northshore BP, as we are busting at the seams trying to serve the people of Federal Way! Si cer ly, ! '( �,, la Michael J nahue BP OIL November 12, 1996 City of Federal Way Re: Statement of Unique Issues & Requests Address: 35406 21st Ave SW MB&B, Inc. Northshore BP & Fife BP 2100 SW 356th Federal Way, Washington 98023 (206)838-9142 or952-2330 This site is especially hard to deal with on site storm retention due to a less than adequate storm depth in the east side of 21st Ave SW. This has caused us to use a large portion of our property for storm retention. 1) We are asking that we be able to move our building back five more feet to the south so as to have more room to enter our shop with large vehicles.The 15.foot setback from residential and the 15 foot bio-swale makes a tight turn into our shop. We need the 40 foot depth of our building to comply with the zoning requirement that we work on vehicles only in our shop. 2) We would like clarification on the use of chain link fencing. We don't believe that a wood fence would deter vandals from breaking into vehicles. We interpret the ordinance to say that as long as the fence is not along residential or in front of the building near a arterial we may use chain link. 3) We have two existing approaches onto our property. We are proposing the removal of the two existing and install a new one as per our plan. The property across the street has some existing approaches, but no buildings. We propose that we install our approach as per plan as the approaches across the street go nowhere. Also, the property across the street does not encounter some the set -backs that we do, I.E.the storm main is deep on that side of the street. and they do not have a sewer main running through their site. We want to make this facility as accommodating to the public as possible. The five foot variance on the building should have no impact on our neighbors as that property is zoned neighborhood business also. The fence issue can only help our customers (maybe you?). And, the approach should not be an issue. The property owners across the street can match to our approach should they choose to build. Sincer-e Y. CITY OF 33530 1ST WAY SOUTH December 20, 1996 Mr. Michael J. Donahue 2100 SW 356th Street Federal Way, WA 98023 RE: PRE-96-0050 - PREAPPLICATION MEETING FOR NORTHSHORE AUTOMOTIVE SHOP 35406 21ST AVENUE SW Dear Mr. Donahue: (206)661-4000 FEDERAL WAY, WA 96003-6210 Thank you for meeting with the city's Community Development Review Committee (CDRC) regarding your proposed project. The committee includes representatives from the Lakehaven Utility and King County Fire Districts and staff from the city's Land Use and Building division and Public Works Department. This letter summarizes our pre -application conference on December 12, 1996, at which time members of the Development Review Committee discussed development requirements as they apply to the proposal to construct a two level 4,800 square foot automotive repair shop. Where appropriate, pertinent ordinance sections are noted. The items listed below do not include all regulations applicable to the subject proposal. In preparing your application, all pertinent portions of the city's land use code must be consulted. Zoning, Use and Review Process - The zoning of the site is BN (Neighborhood Business). This zoning district permits a variety of uses, including retail establishments providing vehicle service or repair under Federal Way City Code (FWCC) section 22- 723 (enclosed). This use requires Site Plan Review for approval. Under Site Plan Review, the Director of Community Development makes a decision based on criteria listed under FWCC section 22-364. A development application submittal requirement checklist and master land use application are enclosed along with applicable code .sections. Building permits are issued after site plan approval is issued. 2. State Environmental Policy Act (SEPA) - Structures in excess of 4,000 square feet or the creation of more than 20 parking stalls are subject to SEPA review. As proposed, the project requires SEPA review. An environmental checklist must be submitted and reviewed prior to the city issuing an environmental threshold determination. All property owners and occupants within 300 feet of the site are notified of that decision. Michael J. Donahue December 20, 1996 page 2 The notification includes a 15-day comment and 14-day appeal period. SEPA review must be concluded before the site plan approval may be granted. A checklist and mailing label handout is enclosed. 3. Fees - The proposal to develop the project requires the following fees (fees are indicated in parentheses): Site Plan review ($1,218.00 includes fire review fee), and SEPA environmental determination review as part of project ($472.00 includes fire review fee). Additional fees are associated with other city and district regulations and permits. Building permits must be obtained before any work commences. 4. Setback requirements - Vehicle repair or service structures must be set back a minimum of 40 feet from the front property line in accordance with FWCC section 22- 723. Side yard structural setbacks are 10 feet and rear yard setbacks are 15 feet. Roofs may overhang up to eighteen inches into a setback. Note 2 of FWCC Section 22-723 states that outdoor parking and service areas may not be closer than 10 feet to any property line. The parking stalk setbacks depicted on the submitted plan do not meets this setback requirement. Note 7 of FWCC section 22-723 states that if any portion of a structure on the subject property is within 100 feet of a residential zone, then that portion of the structure shall not exceed 30 feet above average building elevation and the structure shall be set back a minimum of 20 feet from the property line of the residential zone. Residential zoning districts are to the north and east of the subject site. The structural setbacks depicted on the plan meet this requirement. Your letter of November 12, 1996 requests a reduced side yard setback. Such a request must be processed as a variance request. Variance requests are determined by the Federal Way Hearing Examiner who conducts a public hearing. Variance requests fees are $2,163.00, and subject to the standards of process II. A process H summary and a variance handout are enclosed. During the preapplication meeting, staff recommended that the building be located on the north side of the site. This location requires twenty (20) foot setbacks as identified under note #7 of FWCC Section 22-723, but could avoid the need for a variance request. 5. Design Guidelines - Projects submitted after July 1, 1996 are subject to the provisions of FWCC Article XIX, Design Guidelines (enclosed). Please refer to the enclosed review of design guidelines standards applicable to the project, with a response as to how the standards can be met on the site. It is the applicant's responsibility to demonstrate how Michael J. Donahue December 20, 1996 page 3 design guidelines have been satisfied. If you wish, additional meetings on design guidelines can be arranged. 6. Lot Coverage - There is no established maximum lot coverage area. Instead the buildable area is determined by other site development requirements, i.e., required buffers, parking lot landscaping, surface water facilities, etc. 7. Building Height - The maximum height of the building is 35 feet above average building elevation, although note #2 of FWCC Section 22-723 states that the maximum height for structures within 100 feet of a residential zoning district is 30 feet. The proposed height is listed at 22 feet. 8. Parking requirements - Parking is determined on a case by case basis per FWCC section 22-723.The site plan depicts 7 parking stalls on the west side of the site, and states that vehicles waiting to be picked up will be parked in the rear. The formal site plan application must depict all parking stalls and vehicle use and storage areas on the site. Standard stall sizes are eight and one-half feet by eighteen feet; compact parking stalls are eight feet by fifteen feet. Up to twenty-five percent of the required spaces may be compact stalls. A parking stall/drive aisle chart is enclosed. The parking stalls depicted on the northwest portion of the site conflict with the drive way entrance to the site and should be relocated. The parking stall on the south side of the site should have a dedicated area to back up so that the required landscaping is not impacted. 9. Outdoor activities and storage - Vehicles are proposed to be stored in the eastern portion of the site. As such, the provisions of FWCC Section 22-1113, Outdoor activities and storage for commercial and industrial uses must be followed. Specific use and development standards are: • that all outdoor use, activity and storage areas must comply with the required buffers for the primary use, • a minimum six (6) foot high solid screening fence or other appropriate screening approved by the diretor of community development services is required around the outside edges of the area devoted to the outdoor use, activity or storage, • the outdoor use, activity or storage areas located adjacent to residential zones or uses may not be located within the required yards, • due to the adjacent residential zone, the height of items stored shall not Michael J. Donahue December 20, 1996 page 4 exceed six feet above finished grade, • the outdoor use shall not inhibit safe vehicular and pedestrian movement to, from and on the subject property. These standards must be reflected on the site plan. 10. Landscaping - A preliminary landscape plan prepared by a licensed landscape architect in accordance with FWCC article XVII, Landscaping (enclosed), is required as part of site plan submittal. It should depict the following landscape information: a. Perimeter landscaping - Article XVII, FWCC section 22-1566(e) Community Business, requires Type III landscaping five (5) feet in width along public rights -of -way and along all non-residential zoning districts, and type I landscaping fifteen (15) feet in width along residential zoning districts. The site plan accurately depicts the perimeter requirements. Type III landscaping, a mixture of evergreen and deciduous trees interspersed with large shrubs and ground cover, creates a partial visual buffer to separate uses from the street and soften the appearance of parking areas and building elevations. Type I landscaping, intended to provide a solid sight barrier to totally separate incompatible land uses, consists of evergreen trees, tall shrubs and groundcover to provide a 100 percent sight obscuring screen within three years of planting per FWCC section 22-1565(a)(2). b. Interior parking lot landscaping - Twenty (20) square feet of interior lot landscaping per parking space must be provided in accordance with FWCC section 22-1567, Parking lot landscaping. This is to break up large areas of impervious surfaces, mitigate adverse impacts created by vehicle use areas, facilitate the movement of traffic and improve the physical appearance of vehicle use areas. Seven (7) proposed parking stalls requires 140 square feet of Type IV landscaping, at the ends of all rows of parking, and disbursed throughout the interior parking area. Type IV landscaping consists of trees planted with supporting shrubs and ground cover to provide visual relief and shading. The square footage of interior lot landscaping must be listed and the landscape plan must show the interior landscape areas used for this calculation. If additional parking stalls are proposed, the interior parking lot landscaping requirement must be adjusted. C. Significant trees - Significant trees are regulated under the provisions of FWCC section 22-1568. A significant tree is defined as trees 12 inches in diameter or 37 inches in circumference, measured 4.5 feet above the ground, in good health Michael J. Donahue December 20, 1996 page 5 and not detrimental to the community or obscuriong safe sight distance requirements. Red alder, cottonwood poplar or big leaf maple are not considerd significant trees. A 1994 survey submitted with the preapplication denotes a number of trees on the subject site, the majority of which appear to be "significant". If more than 75 % of the significant trees on the site are removed, significant trees shall be replaced in amounts equal to 25 percent of the significant trees which existed prior to development activity. A tree retention plan in accordance with FWCC section 22-1568(c)(2) shall be provided with the preliminary landscape. d. Parking area screening - Parking areas abutting a right of way must be screened from the right-of-way with either a three (3) foot tall berm installed within the perimeter landscaping, architectural features or substantial plantings added to the perimeter landscaping in accordance with FWCC section 1567(e)(1). e. 'Street Trees - Street trees planted 30 foot on center are required along 21st Avenue SW per FWCC section 22-1524. f. Plant species - With the exception of lawn areas, at least 25 percent of new landscaping materials shall consist of drought tolerant species. The preliminary plan should indicate how this requirement is satisfied. g. Screening of blank walls, foundation landscaping - Building walls which are uninterrupted by windows, doors, or other architectural features, that are 240 square feet in area or greater, and not located on a property line, must be screened by landscaping including trees, shrubs and ground covers appropriate for the area per FWCC section 22-1564(u). Foundation landscaping is also encouraged. Refer to the design guideline discussion for specifics. h. Biofiltration - Pursuant to FWCC Section 22-1570(g), biofiltration swales and other surface water/water quality structures may be incorporated into required landscape areas provided the landscaping standards are met and the integrity of the surface water function is not compromised. A request for modification must be submitted to incorporate biofiltration swales into required landscape areas (see FWCC Section 22-1570(h) for submittal requirements). i. Modifications - FWCC section 22-1570 provides the applicant with additional landscape modification options and criteria. Please refer to this section for specific information. Michael J. Donahue December 20, 1996 page 6 11. Solid Waste and Recycling Storage - FWCC Section 22-949, requires solid waste and recycling storage areas to be included in all new commercial developments (enclosed). A solid waste, recycling storage and/or garbage receptacle area must be depicted on the site plan drawing. Please contact Federal Way Disposal at 939-9647 regarding the sizing of general refuse areas. FWCC Sections 22-949 and 22-1564(d) provide standards for design, placement, sizing and screening of garbage receptacles, dumpsters, and storage areas. The receptacles may not be located in required yards or buffer areas. The enclosure must be screened with landscaping per FWCC section 22- 1561. 12. Signs - FWCC Article XVM regulates signage on the site. One monument or pedestal free standing sign is permitted as well as wall mounted signs. A sign permit is required before any signage is installed. A sign applicaiton, sign code section and handout is enclosed. 13. Rooftop Appurtenances - FWCC Sections 22-960 and 22-1047 (enclosed) provide standards for screening of rooftop appurtenances. The site plan submittal should contain a statement of proposed rooftop elements, and they should be depicted on the elevations. 14. Light Standards - Lighting fixtures are not allowed to replace trees within landscape islands. A lighting plan depicting the location of fixtures must be submitted. There are numerous Public Works issues that apply to your proposal. Please refer to the enclosed Public Works Memorandum which covers SEPA, site plan approval and building permit issues. BIMLDRM I 11 1-412 Refer to the enclosed building.department predevelopment information and plan analysis for issues that relate to the building permit. LAKEHA VEN UTILITY DISTRICT (Mary Cossette, 946-5400) Please refer to the enclosed Lakehaven Utility District memorandum dated 12/ 12/96. KING COMY FIRE DISTRICT #39 (Greg Brozek, 946-7242) Fire District comments are included on the enclosed memorandum dated 12/9/96. Michael J. Donahue December 20, 1996 page 7 The sign-up sheet from the meeting is enclosed. Thank you for participating in the pre - application process. As you know, this is a preliminary review only, and it does not take the place of a full review of the formal application. If you have any questions, please contact me at 661-4103, or other staff persons as appropriate. I look forward to working with you on this project. Sincerely, Deb Barker Associate Planner c: Julie Venn Ken Cornwall Greg Brozek Mary Cossette enc: Development application submittal requirements Master land use applications FWCC section 22-723, Retail establishment providing vehicle service or repair SEPA checklist Procedures for SEPA mailing labels FWCC Sec. 22-364, Site Plan review Design Guidelines Design Guidelines comments Parking Stall configurations FWCC article XVII - Landscaping FWCC section 22-949, Trash enclosures FWCC Article XVIII - Signs FWCC sections 22-960 & 22-1047, Rooftop appurtenances Public Works memorandum Building Division memorandum Lakehaven Utility District memorandum Fire District memorandum Preapplication sign in sheet preappli\commercial\Northshore\summary PUBLIC WORKS MEMORANDUM Development Services Department TO: Deb Barker FROM: Julie Venn � A i For Your Information DATE: December 04, 1996 SUBJECT: Northshore Automotive Shop - PRE96-0050 35406 21st Ave SW After reviewing the materials submitted and a visit of the proposed site the following comments and findings address issues that need to be resolved prior to developing the site. LAND USE ISSUES If the applicant proposes to create more than 5,000 square feet of impervious surfaces, then surface water runoff control and treatment will be required per the King County Surface Water Design Manual (KCSWDM), the City's amendments and through the SEPA process, the Hylebos Creek and Lower Puget Sound Basin Plan. The City has identified downstream conveyance, erosion and habitat problems associated with stormwater runoff. As part of the land use application and SEPA process, the applicant will need to provide analyze of those problems and appropriate mitigation as approved by the City. The applicant may provide an independent study and mitigation proposal or, as an option, the applicant may provide mitigation as recommended in the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound. More specifically, the site is located within the West Branch Hylebos Creek, an area recommended for enhanced stormwater infiltration and implementation of basinwide recommendation BW-2. Soil logs will need to be provided to verify infiltration suitability. In the event that infiltration cannot be achieved and runoff must be discharged off -site, the storm water retention/detention (R/D) facilities shall be designed to control the pos- development 2- and 10-year, 7-day design storm flow to corresponding pre - development levels, per the Bruce Barker method used in the King County Surface Water Design Manual (KCSWDM). 2. At the time of the site plan review submittal a narrative addressing the relevance to the project of the 7 core and the 12 special requirements of the KCSWDM will be required. A Level I downstream analysis shall also be provided. The city has available 1" =100', 5 foot contour, planimetric maps that must be used for basin analysis. Contact Kevin Peterson, Engineering Technician at 661-4126 for further details. 3. The proposed driveway shall be a maximum of 30 feet wide. (FWCC 22-1542) Driveways may not be located closer than 150 feet to any street intersection or to any other driveway, whether on or off the subject property. (FWCC 22-1543) 4, Section 22-1473 of the FWCC requires full width right-of-way improvements along 21st Ave SW, a principal arterial. The improvements include both sides of the road and any necessary transitions. Per section 22-1524, principal arterial classification requires a minimum right-of-way width is 100 feet, minimum paving width is 60 feet with vertical curbs, street lighting, 8 foot sidewalks with a minimum 6 foot utility/landscaping strip planted with street trees at 30 foot on center. Bicycle lanes shall be required along the principal arterial. 5. Per section 22-1477 of the FWCC, the applicant may make a written request to the Public Works Director for a modification, deferment or waiver from the above requirements. A handout on these procedures is attached. 6. The site plan submitted should show the location of any existing and proposed utilities in the areas affected by construction. Attached is the Public Works review checklist for Site Plan Subma�t' �1,_ BUILDING PERMIT ISSUES 1. Final site improvement, plans will need to be prepared for the project and submitted with the building permit application. The plans shall be drawn on 24" x 36" size sheets at a scale of 1" == 20', based on KCAS or NGVD-29 vertical datum and signed/sealed by a professional engineer licensed in the State of Washington. 2. Provide an Erosion/Sedimentation Control plan, details and a construction sequence for the proposed development that conforms to the current KCSWDM. 2. As -built storm drainage and street improvement plans on mylar per the city's as -built standard and the approved hydraulics report for the site are required at the completion of the project. Prior to issuance of the building permit, payment of engineering review costs, Public Works inspection fee deposit, and posting of a performance bond is required. A supplemental administrative fee deposit shall also be provided in accordance with the table in FWCC section 22-151. A two-year maintenance bond in the amount of 30- percent of the bond amount will be required after acceptance of on -site and off -site improvements and as -built plans. 4. The applicant shall reimburse the City for the cost of all required regulatory, warning and street name signs that are installed prior to acceptance by the City of all other required improvements. 5. Copies of Public Works' standard checklists are available upon request to assist the applicant's engineer and other professionals in preparing plans for review. MEMORANDUM Date: December 11, 1996 To: Julie Venn From: Fay Schafi Subject: Northshore Automotive Shop (PRE96-0050) We have reviewed the pre -application materials submitted for the above referenced project and have the following comments: • The proposed project is not expected to generate significant traffic impacts, therefore, TIA is not required. • The proposed driveway does not meet the City's 150 feet minimum driveway spacing requirement. To comply with this separation requirement, the driveway must be re -located further to the north. L:\PRMSYS\DOCUMENT\PRE96_00.50\TRAFFICI.DOC i nteroff ice M E M O R A N D U M Public Works Development Services To: Rick Perez, Traffic Engineer Fay Schaff, Traffic Analyst From: Stephen Clifton, Development Services Manager Subject: Northshore Automotive Shop - PRE96-0050 35406 - 21st Avenue SW Review for Community Development Review Committee Date: November 20, 1996 PROJECT ENGINEER: Julie Venn, Engineering Plans Examiner ADDITIONAL INFORMATION: See attached November 18, 1996 Memorandum from Deb Barker RESPOND BY: December 5, 1996 (In-house meeting) December 12, 1996 (Meeting W/Applicant) COMMENTS: Please have draft written response ready for the December 5, 1996 meeting. Submit final written response to Julie Venn by December 12, 1996. L:\PRMSYS\DOCUMEENT\PRE96-00.50\DRCTRFR1.DOC Project Location Date visited Site By Whom Lot Size STREET PUBLIC WORKS DEPARTMENT Development Services PROJECT SITE INSPECTION o rl-4, &-4n 9(0 Ain d)4 - O 2Rr'l Camera used SP 29 9 - o00 -v STR "L.S . ". Name 1 classification 1 measured width storm system site distance sidewalk curb street lighting TIP project R-O-W needed STORM storm to site storm from site Basin Plan SITE existing buildings topography slopes stream wetland storm system septic ACCESS drive separation intersection over GENERAL DESCRIPTION OF PROJECT SITE E OF t IV 1 1 r- t IVI H r CITY OF FEDERAL WAY NTEED RENTS SE 24-21-3 N 89-37•-C15 W GS9.94- �° 1 1 5 9 0 RG y3 Co Rc - 0 w`3i D•�pil �6-(ii• 177 OF // 4Ga 1 °I la h Ih r p�• o 6 0 0• 177 Lho P' o h \9 1 f¢fl I 0 N •y�4 6 �•337 o — 3/7 _ 437 A6- ' o 'IA•-°LJ 30 0L a" iYB9- 3Z 43H! 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GG93�f,_To 73070900gL SZ3.34ST.✓i7�SW 356TH 1.7/ M 89-19-42W .i• N N 9361p5°57o q / / ZOG /Co /4 2/4.40 �SURv.) _h $ sf7n9z�-IZ' ez1ZnT071B-12' 30 . 3° Z07'-7W.,-aIX^/76o/B � .2G7'E•PB/t,pG7T/B3 41 135 /GS 2 dG.7/ sue. { 87 7/ 4,0 S 9 f�_ /Od 93. 78 �Z K SP176 18 S Cora 1"76041 0504 a� lq Lo7 / ° 2 L T h •W� � � .; �0 0./4 4c Aa 4 9 N Sk k 9F i ZkIto .d 11L9v Qswr w{ I O• �'L. �, I IA FosnZs Nei l �, KCSP 677183 POLICY OF TITLE INSURANCE ISSUED BY SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipulations. IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc. has caused this policy to be signed and sealed by its duly authorized officers as of the Date of Policy shown in Schedule A. Alit IQ PACIFIC NORTHWEST TITLE President Insurance Company, Inc. Countersigned by: A�f �oproaarcp Authorized Signatory SEAL )= Stewart litia Company of W&, IBC. �'IStt1X61� Company Seattle, Washfroon �- City, State 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 which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 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; (a) reaulting in no lass or damage to the Insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 01093- 008635 ALTA OWNER'S POLICY — 10-17-92 Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE A Order No.: 283066 Policy No.: 1093-008635 Policy Date: January 16, 1996 Policy Amount: $125,000.00 at 9:31 a.m. 1. Name of Insured: MICHAEL J. DONAHUE and BARBRA R. DONAHUE, husband and wife 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: MICHAEL J. DONAHUE and BARBRA R. DONAHUE, husband and wife 4. The land referred to in this Policy is described as follows: The north 125 feet of the following described tract: The west half of the southwest quarter of the northeast quarter of the northeast quarter of Section 25, Township 21 North, Range 3 East, W.M., in King County, Washington; EXCEPT the west 30 feet conveyed to King County for roads; AND EXCEPT the east 20 feet of the west 50 feet of said subdivision conveyed to King County for 21st Avenue Southwest by instrument recorded under King County Recording Number 6273608. Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE B Policy No.: 1093-008635 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. (continued) Policy No.: 1093-008635 A.L.T.A. OWNER'S POLICY SCHEDULE B Page 2 SPECIAL EXCEPTIONS: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: Lakehaven Sewer District, King County, a municipal corporation of the State of Washington; and Delco Developments Limited DATED: February 19, 1980 RECORDED: March 13, 1980 RECORDING NUMBER: 8003130422 REGARDING: Sanitary sewage system 2. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: December 4, 1967 RECORDING NUMBER: 6273608 GRANTEE: County of King, State of Washington 3. DEED OF TRUST TO SECURE AN INDEBTEDNESS: GRANTOR: Michael J. Donahue and Barbara R. Donahue vested as Michael J. Donahue and Barbara R. Donahue, husband and wife I TRUSTEE: Stewart Title Company of Washington, Inc. BENEFICIARY: Key Bank of Washington AMOUNT: $114,296.70 DATED: January 5, 1996 RECORDED: January 16, 1996 RECORDING NUMBER: 9601160250 END OF SCHEDULE B BC/sih/7879X SW 353RD PL. ;,• I o a r^, 3 ` 4 * 1f ' f;ee/ ff YID; si�0 �I�. ± ►°p• l �a 1p ^ ep a /..n of/f .00 I y I � .- if r� Giese v� �o � .1T �p + ref• sr•Rrr ;�, L co h= 'Yr v s 13 12 I .. :rr . rsrJryer v. ii� a,Iiy� w Y o r • i E fl (4 �F �, s v �fase • 7r9 �:sw + J1 ti 4 _ �°j X7-14Fr4 - 3 j. i �tes* uJ M * T! C.fl 11 16 �Q V•I1 .9 4 T 17a►. �/.AOf4�.► 1 � � � 1 1 e s 29 2R �LitlO i /7! 1 � Y 1 fi T V30 f' 31 * s ro % e9i• " I. •' A �o r 32 * ; 33 s•sa i +•» Z •-�� 2.4 =liar 4 eo-19 .z T �- � ■ I �o torn STEWART TITLE COMPANY OF WASHItiGTON, INC. iVORTh "A Traddion Order No. =,- 6 3 � e9 !� of Erceikncr- IMPOR r:\\T: This is not a Plat of Surne%. It is furnished as a con%enience it, locale the land indicated hereon «ith reference to streets and other land. No liahilit\ is assumed h, reason of SOUTH reliance hereon. STORM DRAINAGE, EROSION AND SEDIMENTATION CONTROL DEPORT FOR NORTHSHORE AUTOMOTIVE REPAIR Federal Way, Washington MAY 1997 Revised June 1997 Prepared for: Mike Donahue 2100 SW 356th Street Federal Way, WA 98023-3058 Prepared by: Timothy D. Holderman, P.E. REPORT #97108.10 11 STORM DRAINAGE, EROSION AND SEDIMENTATION CONTROL REPORT FOR NORTHSHORE AUTOMOTIVE REPAIR Federal Way, Washington MAY 1997 Revised June 1997 Prepared for: Mike Donahue 2100 SW 3561h Street Federal Way, WA 98023-3058 Prepared by: Timothy D. Holderman, P.E. REPORT #97108.10 ©cam 1es Q 2VR I This analysis is based on data and records either supplied to, or obtained by, Sound } Engineering, Inc. These documents are referenced within the text of the analysis. The l analysis has been prepared utilizing procedures and practices within the standard accepted practices of the industry. SOUND ENGINEERING, INC. at C L TABLE OF CONTENTS PAGE 1.0 Project Overview..........................................................................................................1 1.1 Purpose and Scope............................................................................................1 1.2 Pre -Developed Conditions............................................................................1-2 1.3 Post -Development Conditions.. ....................................................................... 2 2.0 Erosion/Sedimentation Control..................................................................................3 2.1 Introduction. . - . . .................................................................................................. 3 2.2 Design Considerations..................................................................................3-4 2.3 Design................................................................................................................ 4 3.0 Stormwater conveyance system.................................................................................. 4 3.1 Hydrologic Methodology..............................................................................4-5 3.2 Detention system discussion............................................................................5 3.3 Conveyance system.......................................................................................... 6 4.0 Water quality treatment.........................................................................................•.....6 4.1 Introduction....................................................................................................... 6 4.2 Sizing methodology.........................................................................................7 5.0 Off -site analysis............................................................................................................ 7 5.1 Off -site analysis tributary area........................................................................ 7 5.2 Downstream analysis.................................................................................. 5-10 6.0 On -site soils discussion..............................................................................................10 Appendix A Vicinity Map Soils Map Soils -Description Appendix B Basin map Rational drainage area summary Average 'C' value calculation Conveyance calculations Table 3.5.2b SCS Runoff Curve numbers Average 'CN' number calculations Figure 3.5.2a Hydrologic Soil Groups Detention sizing calculations Appendix C Water quality treatment system sizing calculations Appendix D Assessor's Map City of Federal Way aerial map County As -built of off -site storm system Page# 1 1.0 PROJECT OVERVIEW 1.1 Purpose and Scope This report accompanies the Temporary Erosion and Sedimentation Control plans and Grading and Drainage plans for the proposed Northshore Automotive Repair Building development as submitted to the City of Federal Way. The report provides site information and the analysis used for the Storm drainage system and temporary erosion control design. The 1992 version of the King County Surface Water Design Manual, establishes the methodology and design criteria used for this project. All erosion control and storm drainage design and other site improvements have been done in accordance with the City of Federal Way site development regulations as well as the 1993 King County Road Standards. 1.2 Pre -Developed Conditions LThe proposed site is a rectangular shaped parcel approximately 0.80 acres in size located at 35406 21s' Avenue SW within the City of Federal Way, Washington. The site is currently undeveloped and is covered with trees, grass and brush. The majority of the site is generally flat with an overall slope from the east to the west at approximately one -percent. A portion of the Southeast corner of the site slopes in the range of 6-8%. S Page#2 Soils on the site have been identified by the Soils Conservation Service as Arent, Alderwood series. A description of these soils and a copy of the soils map for this portion of King County are included in Appendix A of this report. 1.3 Post -Development Conditions The proposed development includes the construction of a 4,000 sq.ft. building along with the associated paved access, parking areas, and sidewalks. Stormwater drainage facilities will be installed to collect and convey stormwater runoff from the developed site as well as the off -site tributary area to the east. Best Management Practices will be implemented in the stormwater design to address water quality concerns. The site is situated topographically such that approximately 2.52 acres of off -site areas to the east, southeast and south contribute stormwater runoff to the site. This area consists of eight single-family homes and their associated back yards as well as an undeveloped area located I- directly to the south of the subject site (reference basin map appendix 'B') ( Review of City topographic aerial maps indicate that the overall basin generally L flows from the southeast to the northwest. Actual field investigation has found that the stormwater runoff from the undeveloped area to the south collects in a Lnumber of low areas throughout the southern property, thereby, limiting flows that enter the subject site from the southerly direction. S Page#3 2.0 EROSION/SEDIMENTATION CONTROL 2.1 Introduction The following report and analysis addresses site preparation during the initial grading phase and consists of the following: 1) Installation of erosion control features. 2) On -site clearing and grading. 2.2 Design Considerations The proposed grading of the site, as well as the construction of the items listed below, will mitigate against any major diversion of stormwater runoff by maintaining natural drainage patterns. The structural components of the erosion control plan will work in combination with temporary and permanent soil stabilization efforts to minimize the level of sediment -laden runoff entering the downstream environment. The soils on the site are classified as Arent, Alderwood Series by the Soil Conservation Service (SCS) (see Soil Map, Appendix A). These soils are described by the SCS as having "...a slight erosion hazard". Measures Taken to Control Sediment: • A planned construction sequence designed to provide for construction of erosion control features. ■ Gravel construction entrance to mitigate the introduction of sediment into any off -site storm facilities or adjacent private roadway facilities. • Timely stabilization of exposed soils to prevent erosion. SE-------� Page#4 ■ Installation of siltation fence. 2.3 Design A gravel construction entrance, as shown on the drawings for the site, will be provided. Siltation fences will be utilized to control runoff velocities and sedimentation at appropriate locations on the project site (reference Dimensions/TESCP Plan, Sheet Cl). The creation of airborne dust during construction will also need to be controlled by the contractor. This can be accomplished through the use of watering trucks during construction. All of the features contained within the TESCP, if installed and periodically Imaintained, are expected to minimize the level of sediment -laden runoff entering any of the public road right-of-ways and adjacent properties. C3.0 Stormwater Conveyance System 3.1 Hydraulic Methodology Assumptions and data used for developing the existing hydrology for the area are as follows: Methodology: Santa Barbara Urban Hydrograph (SBUH) Rainfall Distribution: Type 1A storm event Runoff parameters: Soils - Arent - Alderwood S Page#$ Rainfall intensity: 2-year, 24-hour = 2.10 inches/24-hour 10-year, 24-hour = 2.95 inches/24-hour 100-year, 24-hour = 4.20 inches/24-hour The "Waterworks" hydraulic analysis computer program was used to develop the proposed subbasin hydrology. 3.2 Detention system discussion The subject site is located in the West Branch of the Hylebos drainage basin which dischares into the Panther Lake regional retention basin area. Because the subject site flows into the Panther Lake regional retention basin, City staff has i indicated that on -site detention would only be required if the downstream l_ conveyance system could not accommodate the post -developed flows generated from the site (see section 5.0 of this report for the Level 1 downstream analysis). Regardless of the regional facility, a detention pond sizing analysis was conducted to determine if the post -developed flows were under 0.50cfs threshold described in the KCDSM under core requirement #3. The detention pond system was analyzed using the preceding parameters. Calculations indicate that the proposed development will result in an increase in flows of 0.41cfs between the 100 year, 24-hour storm pre and post developed storm events. As defined under core requirement #3 in the KCDSM no detention system is required because the developed conditions do not exceed the 0.50cfs threshold (reference calculations appendix 'B'). S Page#6 3.3 Conveyance system The developed site area and its off -site tributary areas were combined into one subbasin for determining peak flows during the 100 year post -development storm event scenario conveyance system analysis (reference Basin Map in Appendix B). The system was sized to convey the 100-year, 24-hour storm event utilizing the Rational Method. The computer program "CIA" was utilized in this analysis (see Appendix B). Results of the analysis show that velocities in all pipes exceed the minimum flow of 2 ft/ s and the proposed pipe reaches will reach a maximum of 92.5 % of their maximum p tY ca dischargecapacity during the 100 year storm event. The calculation results have been included in Appendix B of this report. 4.0 Water quality treatment 4.1 Introduction Water quality treatment will be provided via a biofiltration swale. Due to site Lconstraints a 62 LF swale has been proposed. The swale was sized using the Lcriteria within the King County Surface Water Design Manual (KCSWDM). Page#7 '4.2 Sizing Methodology Sizing of the system was accomplished by computing the bottom width for a 20OLF swale and adjusting the width of the swale to accommodate the reduction in length, thereby, maintaining equivalent surface contact area (see calculations, Appendix C). 5.0 Off -site analysis 5.1 Off -site analysis tributary area In general, surrounding properties consist of single-family development to the north and east, undeveloped to the south and 21st Ave. SW on the west. The site is situated topographically such that off -site areas, located to the east, southeast and south, contributes approximately 2.52 acres of stormwater runoff to the subject site. This area consists of eight single-family homes and their associated back yards as well as an undeveloped area located directly to the south of the subject site (reference basin map appendix 'B'). Review of City topographic aerial maps indicate that the overall basin generally flows from the southeast to the northwest. Actual field investigation has found that the stormwater runoff from the undeveloped area to the south collects in a number of low areas throughout the southern properties, thereby, limited flows enter the subject site from the southerly direction. It should be noted that the proposed on -site stormwater system accounts for flows from the southern off -site properties. S Page#8 5.2 Downstream analysis The Level 1 downstream analysis consisted of five tasks as required by KCSWDM, task summarization is as follows: Task 1. Define and map the study area (reference appendix'D' for upstream and downstream map exhibits). r Task 2. Resource review: l The city has indicated that the subject site is located within the West Hylebos Creek Basin, which the city has identified downstream conveyance, erosion and habitat problems associated with stormwater runoff. It should be noted that the city recently completed a regional retention facility located within the West Hylebos Basin to mitigate against future development as well as existing problems. The subject site is upstream from this new facility, consequently, city staff has indicated that retention/detention is not an issue with the proposed subject site, unless, downstream conveyance capacity problems exist downstream from the site. Should capacity problems exist, then on -site retention/detention would be required and sized utilizing the Bruce Barker Method. Task 3. Field Inspection Because I live in the Twin Lakes area and work in Tacoma I have been driving the 21s' Avenue SW corridor daily for the last nine years. I personally, have never experienced any flooding along the 21st from the So. 3201h Street to So. 356th Page#9 Street during any of the past storm events. In addition, discussions with city maintenance personnel have also indicated that no historical flooding problems exist along the 21s' Avenue SW downstream corridor. Discussions with city engineering staff have indicated that there is a capacity problem within the Glen Park Apartments system upstream from the regional retention facility approximately 1-1/2 miles downstream from the subject site. The proposed development will do little to exacerbate this problem. The problem area is far beyond the limits of the Level 1 study area as required by the KCSWDM. Task 4. Drainage System description and problem screening The downstream system at the point of connection, consists of a 12" diameter lateral which connects to a 30" pipe in 21st Avenue SW. The 30" pipe continues for approximately 690 feet when it then upsizes to a 36" diameter pipe. The 36" continues for another 880 feet when it then upsizes to a 42" (reference appendix 'D' for as-builts of the system). The system was constructed in 1975 and is in good working order. No signs of overtopping or frequent flooding have been observed throughout the downstream corridor. Task 5. Mitigation: The site will add additional impervious areas and generate approximately a 0.41 cfs increase in flows over existing flows. Pipe capacity calculations indicate that the 30" diameter pipe located at the point of connection has a capacity of 44.43cfs. Considering, the 0.41cfs increase in flows calculated under the detention system sizing which represents the difference between the 100 year, 24 s FPage# 10 j" hour storm, pre and post developed events, it is anticipated that the developed I site will increase flows to the downstream system at less than 1.00% (reference 4 appendix'D' for existing pipe capacity calculations). It is our opinion that the development will have little effect on downstream system capacity. In addition, there is no evidence of recent or past overtopping of the downstream system. Consequently, no mitigation for the proposed improvements is proposed. 6.0 Soils discussions Because the site is located in a Critical drainage area known as the West Branch ` Hylebos Creek, development within this area will be required to address KCSWDM special requirement #12. The subject site is located within an area mapped by the SCS soil survey of King County, prepared by the United States t Department of Agriculture (reference appendix 'A' for soils map and soils description). S APPENDIX A Vicinity Map Soils Map Soils Description S 9709 124th Street East DESMED: Joe No. 3NECf N06 0 UIVD Puyallup, WA 9a373 ORAMRM. OAIE NG G, rnc tote■: 20e 840-50e0 or Metz: (200) 345-6109 CHECKED scAtE MIL ENGINEERS " LANO PLANNERS E—mail: soundirrcfaa/.mm AutaCAD FLE i� 33f � Jr Y`Cl1 L Jrg TEArINAL 1 _ s7,,:�--- _� c / " yn 6 26 rtTM � � r ci ii � Ar ]vile }. A a71Y1 ism • — d SM nsx sT Sn mi SY 7l NM 3t � i !' al 2310 s nn i792QrN St K 7al�FL :. 7[ I� M A L d IL RR 3' iRs c =m, Q �E s't Y FEE AL WA, A In - 7 3 � SY ;Sdtir 5T — xa sw � r Sr rae ss 37, I r 'IE TOTH ST 35 6 - �� nE 31 m sz_cr ac '1 Uj ,•y !. fS1.'�'£•7` ♦ `Icsu sR F ! '- rr T IrC ri w tia�' f/ r$ •, fs(AIfLtmR�- - - � ~'I ATR ST 4 } r /� � � •} l I � 1 1! rf V � M1 Tel N t�� S �— — — � �'�x .t- u TZUN - ----- S,tA'I.:rE16 FS YfiW'—_•.---- --- Q ... .. !� Arx pp GtI "I IWE `r ow sr i mcu . - 1 421' I I "`I a ys. tilt rAa M ,t '. 2 `1 J I I -! 6 rA r S Ft rA4 MCMA F-. 1 j J !1 S! ' m. c R! ±A Pp L eELJUA[ b 9 J fel �;" � --SQ ��i e - erM F s Af rAEa t 1 WEST ` IE �� [ lamS1 £ - 9709 124th Street East OESIGNEO: joG NO. 10 EFIND Puyallup, WA 98373 ORAW. UA TE: XGEVEEREVG, Inc. nus. MRS; 34n-1080 Fax: Me (145-5109 CHECKED: SCALE. CIVIL ENGINEERS I LAND PLANNERS E-mail.- mundincOmil raw I TF, AUtoCAO FLE:- AM4 t 9 V. r 7 AgQ r? Ar W77X .. .. ... RUE. It 7 pwzio 7 S Ag V: A :Brno - '61 F-13 r Q-1 04,- I - - a sr4. f 5 Adlily rIL— N, 6 F— g EwC �kk Quarry,.;'; % IL zj! - K;�!� --% - -� . . . -- L;W - -: Ur W� ir r 0 7 7, Y Tn 4nIrr BIN N� al so -pl- �3 7 'Y ..'may'+. -Tray Kto N SHEET Na. OF orrIVD JVG G, Inca QVIL ENGINEERS • LANO PLANNERS 9709 124th Street East DESIGNED: JOB No. SHEET NQ Puyallup, WA 98373 DRAW DAIS: of clum. 288 81a-6o80 Fnx: .'. 5 849-3I09 CNECrtED: SCAM E-mail: mundincdenl.cem AutaCAD FLE: Arents, Alderwood material. 0 to 5 percent slopes (Amd) .--in many areas t :s soti I level, as a result of shaping during construction for urban facilities. Areas are rectangular in shape and range from 5 acres to about 400 acres in size. Representative profile of Arents, Alderwood material, 0 to 6 percent slopes, in an urban area, 1,300 feet west and 350 feet south of the northeast corner of sec. 23, T. 2S N., R. 5 E.: 0 to 26 inches, dark -brown (iOYR 4/3) gravelly sandy loam, pale brown (10YR 6/3) dry; massive; slightly hard, very friable, non - sticky, nonplastic; many roots; medium acid; abrupt, smooth boundary. 23 to 29 inches thick. 25 to 60 inches, grayish -brown (2.5Y 5/2) weakly consolidated to strongly consolidated glacial till, light brownish gray (2.5Y 6/2) dry; common, medium, prominent mottles of yellowish brown (14YR 5/6) moist; massive; no roots; medium acid. Many feet thick. Tile upper, very friable part of the soil extends to a depth of 20 to 40 inches and ranges from dark grayish brown to dark yellowish brown. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the compact substratum; and some areas are 5 to 10 percent very gravelly Everett soils and sandy Indianola soils. This Arents, Alderwood soil is moderately well drained. Permeability in the upper, disturbed soil material is moderately rapid to moderately slow, depending on its compaction during construction. The substratum is very slowly permeable. Roots penetrate to and tend to mat an the surface of the Consolidated Sua5tratum. Some roots enter the substratum through cracks. Water moves on top of the substratum in Hinter. Available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVe-2; woodland group 3d2. Arents, Alderwood material, 6 to IS 2ercent slopes Am is soil has convex slopes. Areas are rectangular in shape and range from 10 acres to about 4S0 acres in size. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the compact substrat.ua; and some areas are S to 10 percent very gravelly Everett soils and sandy Indianola soils. Runoff is medium, and the erosion hazard is moderate to severe. This soil is used for urban development. Ca- pability unit IVe-2; group p 2. Arents. Everett material (An). --This is a level to gently sloping. dark -brown gravelly or very gravelly sandy loam. It is very similar to Everett gravelly sandy loam (see Everett series), but it has been disturbed and altered through urban de- velopment. Multicolored very gravelly coarse sand is at a depth of 8 to 40 inches. Areas are common- ly rectangular in shape, and range from 1 to 120 acres in size. Representative profile of Arents, Everett mate- rial, in a homesite, 440 feet west and 100 feet north of the center of sec. 11, T. 24 N., R. 6 E.: 0 to 8 inches, dark -brown (7.5YR 3/4) gravelly sandy loam, brown (7.5YR'5/4) dry; massive; soft, very friable, nonsticky, nonplastic; few roots; 30 percent gravel content; slightly acid; clear, smooth boundary. 8 to 14 inches thick. 8 to 60 inches, grayish -brown and light olive -brown (2.5Y 5/2 and 5/4) very gravelly coarse sand, light gray and light yellowish brawn (2.5Y 7/2 and 6/4) dry; single grain; loose, ; few roots; 55 percent nonsticky, nonelastic gravel and 10 percent cobblestone content; medium acid. The upper part of the soil ranges from dark brown to olive brown and from gravelly sandy loam to very gravelly loamy sand. The substratum ranges from black to olive brown. This soil is somewhat excessively drained. The effective rooting depth is 60 inches or more. Permeability is rapid, and available he wa rer capacity is low. Runoff is slaw, n rd is slight. This soil is used for urban development. Ca- pability unit IYs-1; woodland group 30. � APPENDIX B FBasin map Rational drainage area summary FAverage `C' value calculation Conveyance calculations Table 3.5.2b SCS Runoff Curve numbers Average `CN' number calculations Figure 3.5.2a Hydrologic Soil Groups Detention sizing calculations L L 3a6.t x 387.8 X 387.2 x 88.2 3a1.6 387.5 3X6.3� 1383.1 I 380.E X X 378.D x 378.8 X 375.S J75.5 X 0 0 381.3 Yk 378.1 X 380.4 378' x X X 377.9 ' 383.0 x x x , X x384.0 384.0 ------- X ❑ -375.8 x 380.0 x 387.3 x 386.1 x 380.2 381.0 x 379 4 x 343.3 3! N 388.7 - __- x x 384.E x 393.6 387.2 x 381.8 x 3.8 x x x 390.8 381.1 �392.6 392.2 382.1 381.4 X X X x X 395.3 392.2 380.2 x X 390.0 x x 1n 390.8 393.1 Li386.2 x x x x 387.0 393.3 -� Qx X385.2 X384.6 X384.5 385.6 x )88.5 x390.5 X 392.1 X x 396.2J96, 388.9 f 386.1 392.8 392.4 X x N x 385.7 x 96.1 X 392.3 ).7 , 38(9.9 3a7.2 x 3 .8 x 394.1 x 396.7 X 9a.5 X 387.0 X 393.8 1 I 386.7 i x x 401.i x x 390.a x 393.6 397.7 cp 94.4 x x X X34 38 .1 392.5 396.9 x x x �X3 7 402.3 a8.6 r Ov X 40 � � t'1 � 92.1 s00.9 x � 91.9 390.3 I x x 389.3 - / x 97.7 x x 395.9 CD 395.9 3ss.1 x �I 89.9 0.1 X x X 403.6 x X x 390.2 x 401.3 400.9 392.2 391.1 I Ix 398.5 x 398.3 X x x x397.1 345.2 x�5g 402.2x .7 x x 0 391.0 r / �� 348.2 402.3 X 397.7 396 406.4 90.6 392.2 C H- ei t �j4 S x X 393.5 X 93.1 392.4 X -�-r} �f�l r x 401.5 39 x 9�) 402.5 X 1.9 x VGi�•.i � �� 398.3 x X 403.2 1.9 391.7 V] V\ oy ` � n 4x �1 5 x 401 K� r 3.6 } �1V . 1 96.8 X 394.4 x 393.6 393.2 396.5 '` 400.8 x x x x w l V>W r X f!�. ., X 403.7 il 4.6 198.E 39 x 402.5 x 92.3 x x X 403.2 40 t ,8 X 403.3 95.1 395.7 X x 5 5 D 399.2 X 405. x x x 394.E 3942 404.3 403.1 405.6 ) x X x X 93.5 I / 401. X 402.1 Ij x 404.4 40 X 406.6 394.6 x x 397.4 k x.4l x � 407.2 ) 400.1 403.7 X 406.3 X X X X 398.6 X 402.5 x 404.7 x 402.9 407.6 396.5 396.1 396.9 x X 405. X x x 405.7 x 404.6 4 X x403.8 406.1 x x x 96.4 x 400.4 404.Sx 406.4 406.9 407.7 x403.9 406.9 395.2 X X X 397.4 X 3 X .3 39 .a 399.4 402.7 x 6.4 401 397.E x 399.1 x 400.3 401.5 x x X 405.9 403.9 X 407.6 406.9 x 405.9 o J_7.5 398.4 398.4 � X 398.7 x x x 405.1 404.4 x x X x x x 399.3 X {00.4 4,0 2.9 404.2 405.9 07.1 407.6 X x X 407.7 406.8 X X ss8'1 x S.W. 355TH ST. 397.9 398.4 407.1 396.0 x X 398.2 399.4 401.8 403.8 402.7 x X x x x x x 407.0 lC.3 398.0 I X I I 402.2 a s x :... x L� x x 411.9 4o8 x X 406.5 401.6 X 399.3 El a 1 x x X X 399.5 399.5 j 399.1 400.9 rl x - - - --- 403. 409.2 X 412.3 411.E x x x 408 412.5 ' 407.2 408 IF i X 1 } 6/21/97 page 1 100 year post developed on -site flows Northshore Automotive RATIONAL DRAINAGE AREA SUMMARY Drainage Area Id: a2 Description.....: On and Off -site tributary area <---Description--> SubArea SubC L (ft) Slope On -site area 0.80 0.51 200.00 0.0100 East off -site 0.34 0.48 100.00 0.0100 Southern off -site 0.86 0.15 200.00 0.0187 Southeast off -site 1.32 0.48 Composite "c" Value ........ 0.40 Time of Conc P. = 5. c.rs -Kr-- (min) 20.00 1.67 2.50 6.67 7.00 3.48 (min)..11.82 &rizs ) (I a- , 3 mj o . lq ill 100 year on -site conveyance calc Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\97108.fm2 Worksheet 100 year on and off -site conveyance calc Flow Element Circular Channel Method Manning's Formula IT Solve For Full Flow Ca ac' IM Input Data Mannings Coefficient 0.012 Channel Slope 0.007000 ft/ft i Diameter 12.00 in C L Results Depth 1.00 ft Discharge 3.23 cfs f Flow Area 0•79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.77 ft Percent Full 100.00 Critical Slope 0.007940 ft(ft Velocity 4.11 ft/s Velocity Head 0.26 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 3.47 cfs e�z— Full Flow Capacity 3.23 cfs Full Flow Slope 0.007000 ft/ft -jar-a pc��a.a Leiru10, 1 40.4 � I ,.� cam d,�•,l FlowMaster v5.13 06/21197 12.59:19 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 (203) 755.r1666 Page 1 of 1 L Worksheet Worksheet for Circular Channel G Ca r#,4 a. c-, —1( 0 Project Description Project File c:\haestad\fmw\project2.fm2 \ o, Ave. i Worksheet test Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.012 Channel Slope 0.010000 ft/ft Diameter 12.00 in Results Depth 1.00 ft Discharge 3.86 cfs .� Flow Area 0.79 ftz Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.83 ft Percent Full 100.00 Critical Slope 0.009687 ft(ft Velocity 4.91 ft/s Velocity Head 0.38 ft Specific Energy FULL ft Froude Number FULL Ma)amum Discharge 4.15 cfs Full Flow Capacity 3.86 cfs Full Flow Slope 0.010000 ftift 06iO6197 FlowMaster v5.13 12:58:43 PM Haestad Methods, Inc. 37 BrookBide Road Waterbury, CT 0670E (203) 755-1866 Page 1 of 1 I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS N SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SROUP LAND USE DESCRIPTION A B C D Cultivated land(?)' winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 55_ 72 1 8 ' Wood or forest land: young second growth or brush 81 88 92 94 Orchard: with cover crop Open spaces, lawns, parks, golf courses, cernetenes, i landscaping. good condition: grass cover on 7S% 68 80 (Z 90 or more at the area fair condition: grass cover on 50% 77 85 90 92 to 75% of the area .Grave,l roads and parking lots 76 85 . VT 91 72 82 89 Dirt roads and parking s i Impervious surfaces, pavement, roofs, etc. Open water bodies: lakes, wetlands, ponds, etc. ` 98 98 98 98 1 100 100 100 100 LSingle Family Residential (2) _ Dwelling Unit/Gross Acre % Impervious (3) 15 Separate curve number 1.0 DU/GA 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 . 4.5 DU/GA .46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 i 7.0 DU/GA 56 l Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural iand use curve numbers refer to National Engineering ` Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (Fawn) are considered to be in good condition for these curve numbers. ,{ 3.5.2-3 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL (2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY r� SOIL GROUP HYDROLOGIC GROUP* SOIL GROUP HYDROLOGIC GROUP* Alderwood C Orcas Peat D Arents, Alderwood Material C _ Oridia D Arents, Everett Material B Ovall C Beausite C Pachuck C Bellingham _ D Puget D Briscot D Puyallup B Buckley D Ragnar B Coastal Beaches Variable Renton D Earlmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A /B 'Sammamish D Indianola A Seattle D IGtsap C Shacar D Idaus C Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well -to -excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potentiai). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential. soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. • From SCS, TR-55, Second Edition, June 19W. Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form 415, September 19a8. 3.5.2-2 11/92 97108.10 'CN' CALCULATIONS GRAVEL AREA 7,209 SQ. FT. PAVED AREA 450 + 12,221 = 12,671 BUILDING AREA = 4,000 SQ. FT. LANDSCAPE AREA = 11,231 SQ. FT. TOTAL SITE AREA = 35,111 SQ. FT. (.80 ACRES) AVERAGE 'CN' PERVIOUS = 1 7209 (89) + 11,231 86 = 87 = 52.5% 18440 (� (0.525) (35,111) = 0.42 ACRES j IMPERVIOUS = 98 = 16,671 SQ. FT. 47.5% 0.475 (35,111) _ .38 ACRES r L L L 6/21/97 page 1 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm event --------------------------- BASIN SUMMARY BASIN ID: al SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: 2yr pre 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.10 inches AREA..: 0.80 Acres 10.00 min CN..... 81.00 66.92 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres TcReach - Sheet L: 55.00 TcReach - Sheet L: 40.00 TcReach - Sheet L: 200.00 PEAK RATE: 0.04 cfs VOL: BASIN ID: a2 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: CN..... 98.00 ns:0.2400 p2yr: 2.00 s:0.1000 ns:0.2400 p2yr: 2.00 s:0.0440 ns:0.2400 p2yr: 2.00 s:0.0050 0.04 Ac-ft TIME: 540 min NAME: 10yr pre 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.95 inches AREA..: 0.80 Acres 10.00 min CN..... 81.00 66.92 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres TcReach - Sheet L: 55.00 TcReach - Sheet L: 40.00 TcReach - Sheet L: 200.00 PEAK RATE: 0.10 cfs VOL: BASIN ID: a3 SBUH METHODOLOGY - TOTAL AREA........ RAINFALL TYPE..... PRECIPITATION....: TIME INTERVAL....: TIME OF CONC...... ABSTRACTION COEFF: CN....: 98.00 ns:0.2400 p2yr: 2.00 s:0.1000 ns:0.2400 p2yr: 2.00 s:0.0440 ns:0.2400 p2yr: 2.00 s:0.0050 0.09 Ac-ft TIME: 520 min NAME: 100yr pre 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 4.20 inches AREA..: 0.80 Acres 10.00 min CN..... 81.00 66.92 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres TcReach - Sheet L: 55.00 TcReach - Sheet L: 40.00 TcReach - Sheet L: 200.00 PEAK RATE: 0.20 cfs VOL: CN..... 98.00 ns:0.2400 p2yr: 2.00 s:0.1000 ns:0.2400 p2yr: 2.00 s:0.0440 ns:0.2400 p2yr: 2.00 s:0.0050 0.15 Ac-ft TIME: 490 min page 2 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm event ------------------------ BASIN SUMMARY BASIN ID: a4 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet PEAK RATE: 0.25 BASIN ID: a5 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: 2yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.10 inches AREA..: 0.42 Acres 10.00 min CN..... 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.38 Acres CN..... 98.00 L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 cfs VOL: 0.09 Ac-ft TIME: 480 min NAME: 10yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.95 inches AREA..: 0.42 Acres 10.00 min CN..... 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.38 Acres TcReach - Sheet L: 225.00 PEAK RATE: 0.39 cfs VOL: BASIN ID: a6 = SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet PEAK RATE: 0.61 CN..... 98.00 ns:0.0110 p2yr: 2.00 s:0.0100 0.15 Ac-ft TIME: 480 min NAME: 100yr post 0.80 Acres BASEFLOWS: 0.00 cfs TYPElA PERVIOUS AREA 4.20 inches AREA..: 0.42 Acres 10.00 min CN..... 87.00 3.87 min IMPERVIOUS AREA 0.20 AREA..: 0.38 Acres CN..... 98.00 L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 cfs VOL: 0.22 Ac-ft TIME: 470 min APPENDIX C Water quality treatment system sizing calculations 9 5/ 7/97 page 1 Northshore Automotive Repair 2 year post -developed flows ---------------------------- BASIN SUMMARY BASIN ID: a4 NAME: 2yr post SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 2.00 inches AREA..: 0.42 Acres TIME INTERVAL....: 10.00 min CN....: 87.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.38 Acres CN..... 98.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.23 cfs VOL: 0.09 Ac-ft TIME: 480 min Size Biofiltration Swale C Q u i W4l.Cr-r w r o'r4 Flow 0.23 cfs slope (s) 0.50% (bottom slope for for biofiltration design) depth (y) 0.25 ft. Mannings n 0.027 Sides (z) 0.167 (3 to 1 side slope preferred) Actual Length 1 62 Ift. (desired length is 200 ft.) Required bottom width (b) calculation Q = (1.49 / n) x A x RZ13x,�S— (mannings equation) A = (b + zY)Y R = A/(b+2y 1+z ) &al C" IC 104 "b" is solved for using a computer spreadsheet function to obtain a trail and error solution of b = 0.76 feet, for a desired length of 200 feet. check Q = 0.230 cfs, OK same as given Velocity = 1.154 fps <1.5 OK Residence Time = 2.9 mins. 0.199 Find bottom width required if actual length is 62 ft. (Minimum length is 50 feet.) For equal residence time: Trial and error solution, required b = 2.53 feet Velocity = 0.36 fps <1.5 OK Residence Time = 2.9 mins. OK For equal Surface Areas: Required water Surface area = (2zy+b) x 200 feet = 168 SF Actual bottom width required = (Des. Surf. Area)/(length (actual)) - 2zy b = 2.62 ft. Filename 97108.egay.BIOSWALE.xIs Tab BIOSWALE 517197 8:56 AM 01 Calculations using Mannings Formula t - � •sfi4�3Sj;x-i,iw��ii%'.':•;,i;��w�.lrt'. t�r.r.�r:�.:.' ..�'��++. •.y. . - �$- n ' Ares - R.� - g " ., gBTT[]MM DEPTH SIDE SIDEYELOCITY :S _. „ '" SLOPE StiOPE s WIDTH 0.20748 0.35 0.9375 0.22284 0.02 4.20711 3.5 0.25 1 1 0.2213104 0.21341 0.35 0.9625 0.22347 0.02 4.30711 3.6 0.25 1 1 0.2217277 0.21935 0.35 0.9875 0.22407 0.02 4.40711 3.7 0.25 1 1 0.2221257 0.22529 0.35 1.0125 0.22465 0.02 4.50711 3.8 0.25 1 1 0.2225058 0.23123 0.35 1.0375 0.2252 0.02 4.60711 3.9 0.25 1 1 0.222869 0.23717 0.35 1.0625 0.22572 0.02 4.70711 4 0.25 1 1 0.2232165 0.24311 0.35 1.0875 0.22623 0.02 4.80711 4.1 0.25 1 1 0.2235493 0.24905 0.35 1.1125 0.22671 0.02 4.90711 4.2 0.25 1 1 0.2238683 0.255 0.35 1.1375 0.22718 0.02 5.00711 4.3 0.25 1 1 0.2241743 0.26094 0.35 1.1625 0.22762 0.02 5.10711 4.4 0.25 1 1 0.2244682 0.26689 0.35 1.1875 0.22805 0.02 5.20711 4.5 0.25 1 1 0.2247506 0.27284 0.35 1.2125 0.22847 0.02 5.30711 4.6 0.25 1 1 0.2250221 _ 0.27879 0.35 1.2375 0.22887 0.02 5.40711 4.7 0.25 1 1 0.2252835 0.28474 0.35 1.2625 0.22925 0.02 5.50711 4.8 0.25 1 1 0.2255353 AIDFILTER CUNVEX ONCE. CAPACITY ANI3 VELUCITY ANALYSISs._ __^_ _. �_ _- 'Q' n Area R S - '-.P _. BOTTOM -DEPTH SIDE -- SIDE _ .VELIOCITY ,. WIDTH SLOPE SLOPE ^ (ft/5) 0.1173 0.027 0.2075 0.04807 0.006 4.31623 4 0.05 3 3 0.5652777 0.15931 0.027 0.2508 0.05727 0.006 4.37947 4 0.06 3 3 0.635211 0.20646 0.027 0.2947 0.06633 0.006 4.44272 4 0.07 3 3 0.7005905 -� 0.25855 0.027 0.3392 0.07528 0.006 4.50596 4 0.08 3 3 0.7622283 0.3154 0.027 0.3843 0.08411 0.006 4.56921 4 0.09 3 3 0.8207092 0.37688 0.027 0.43 0.09282 0.006 4.63246 4 0.1 3 3 0.8764727 0.44289 0.027 0.4763 0.10143 0.006 4.6957 4 0.11 3 3 0.9298605 0.51334 0.027 0.5232 0.10994 0.006 4.75895 4 0.12 3 3 0.9811453 0.58813 0.027 0.5707 0.11835 0.006 4.82219 4 0.13 3 3 1.0305494 0.66723 0.027 0.6188 0.12666 0.006 4.88544 4 0.14 3 3 1.0782575 0.75055 0.027 0.6675 0.13488 0.006 4.94868 4 0.15 3 3 1.1244251 _ 0.83807 0.027 0.7168 0.14302 0.006 5.01193 4 0.16 3 3 1.1691848 3a6.1 x 351.E 1 387.8 X 387.5 X 380.6 380.4 x 378.9 379.8 X 375.5 X x 375.5 X 378.1 x 378. x 377.9 x r 3aX x / 381.3 X 3 77.4 r x 383.0 x384.0 x � ' 387.2 38 4.0 393.3 X X 18.2 386.3 363.1 X o x 378.8 X 380.0 387.3 x X 386.1 380.2 381.0 x 39 X X 388.7 84.5 379.4 X x x 393.6 384.6 387.2 X X 381.8 x .8 x x 390.8 jam�392.6 392.2 382.1 381X .4 x x X x 395.3 392.2 388.2 x x 390.0 x 3 x N 390.8 93.1 X X x X l,j 386.2 387.0 f 393.3 '------ f�ax x385.2 '384.6 x384.5 385.6 x 88.6 90 5 x 392.1 396.2 38a.9 � N 386.1 X 392.8 �92.4 x x 396. X N X 385.7 x 96.1 x 392.3 394.1 389.9 }} 307.2 x 3 .8 x x 396.7 X 98.5 7 X I X 387.0 X 393.8 1 1 386.7 x x 401.1 X x 390.8 X 393.6 397.7 m 94.4 x 38 9 x x Xx 92.5 396.9 7r X3 7 402.3 40 Ionc x ilA LL 390 88.6 s av � i 92.1 400.9 x X I x 389.3 -� X x 97.7 395.9 X ' 395.9 399.1 x 403.6 ai I 0.1 x x 89.9 X x X X X x 390.2 401.3 40D.9 392.2 391.1 I 398.5 x 398.3 x x tt x397.{ 395.2 x 405.9 x 402.2 x.7 x x 0 391.0 O� Q �+ h �*► / 3982 x397.7 396.9 x x402.3 406.4 90.6 I �-'],� 39 x 353.5 39xZ C4 � t �X 401�.5 99.1 x 393.1 392.4 rF�!' n[ In y` y I X 402.3 401.9 � X ,�C x r �.V � � �� I/� rd x 398.3 x 397.9 401.9 x u U 403.2 }91.7 Oh �' ` 4x 401.5 3 6 joX 401 96.8 X ti w Uhl t' �.. x f! 3X4.4 ;93.6 393.2 f i 39X.5 �� ; �00.8 x X t r VM i 4.6 }98.6 398.1 402.5 403.7 x 92.3 x X X rr 403.2 � �4018 x ❑ 403.3 395.7 x x 5.5 399.2 x 405 5.1 Xo x 394.6 3942 1 X � 404.3 X X X 93.5 401 X X 402.1 Irj 404.4 40 X 406.6 x 394.6 3x 401.4 41 97.4 x � v 407.2 . 400.1 403.7 x 406.3 X X J397.4 398.6 x 402.5 x 404.7 402.9 407.6 X x x x 396.9 405. x x 405.7 x 404.6 4 X X403.8 406.1 X X 96.4 400.4 406.9 x 404.5x 406.4 406.9 407.7 x403.9 397.3 x x x 397.a 402.7 40 97.EX 399.4 406.4 x 399.1 x r 400.3 x x x 401.5 l 405.9 403.9 X 407.6 406.9 x 405.9 x x x 4051 404.,E x 397.5 398.4 398.4 4. y� x x X 398.7 399.3 400.4 402,9 404.2 0 � x x x X X 405.9 407.1 407.6 407.7 X x x 406.! 398.1 S.VI�. 356TH ST. x x x 398.{ 396.0 x97 y X 395.2 399.4 401.8 403. x 402.7 ------ x407.1 x � X x � 407.0 'E.3 X II X 398.0 f 402.2 8.9 x X 411.9 x x 1:1110 X 406.5 401.6 399.3 412.3 X x x 411.6 X 399.5 �� 399.5 X X x 408 x 409.2 412.5 x x 407.2 X 399.1 40 0 400.9 x 4014 wu. V- --I -.!-j \ I I APPENDIX D Assessor's Map City of Federal Way aerial map County As -built of off -site storm system Reduced topographic survey Downstream pipe capacity calculations it � �I wi a �1 i i ad —I NI Tq� L O C 3Dvd•'MA tl .,� A.. p wN• ,w• r..ww^ rn 4 .! I [ � Lfj • i +� I I � b I 1 SCALE I's IOC 4 w.ss wwE . -aw .rnur a• rwwo ran wraorr , rto a UAW a Aamrr nr srrriR ---.I ;lvt" S 44 StrE III I. I (w•wr isle /Era ,Y[w) I4' !O rAYG eAoffy 0 •rOi S JIM +Kr c cw_ rfw.ww Arjw A nwr Aw f+ mo tr ,mmir r rr MM wwOirwr nM 1 WEST MARL SEA. 25, T.21 N.. R.3 E., W.M. KING COUNTY. WASHINGTON ,/WRT .r ww/w: ,IWY �' M•1 h, 1••Y, ■T• V A rjp..'r rJ (p.I�1.LflA+ N 4 w JI�►l JD fir► wro u�rr ,owl 'iri ►i`+i R "l'o o "I /177,1r7-T 3 W %i 4 b i rm.a I I r0AO e ar � 61 r, 4-T -�.;T,e Kul N= yo ATH UNE UC 25 It ()EScilIPTION: rut kvm /he /,rsr of 7vo muoheiva DefocRaia aicr: peer wpity2f,�qOmo, 4 or Tmz Anmrvi, F/Y OO?WdvA'097,1em4Dv7T 1a14 I0rr0xSf1XM t )(WQXWTY)ro4 90,0 YUKCYw6X"ParMrff OrWTy#n4VS7D.V.r a"45.,M 74031 / COD 97/107 Sw 353" FL. U� EST MAFJ V.. 11-7/ 72 -73 rant w MwT. 1w all CAP -fee 1. Acarge far LA�e- 3 01 w O.Wrmy ER AJO 1-8 M4 p Noz 1.4.6 areA41L,: M11 . laws IMI last 2110.81, 1 •O JqJSS.V w !", r ,— a we Mr.1 1 4 IT %,W It Ws Ms kai 0 C-4 1w colt, me 1/1, Na 1/4 :10 MO. IV CA51, ' VjDO lit's May t? 0 r jeo-t - i ;i �?. y 1% V k ;.'ij Jay, # ', I - 0 -..� j 1� @Mo -.. u ��; teJ' 4 r1 k list. I 704 BOW T, .4 N 4( 2: me 15 4: off" tOj WV: -0!, oil j ... ... I I Str3f 0 r. k" LEGENO 1914 is 0 Ire 1, Meav PwwIM =Ov Mr V1,41111,11141 MM c No fvw 0" k AWAV AIR'~ I Sir IAr.01 JAP AAM 4,bay sip! 04sqf r Ow 4," ' ' ' A? Tit %04*vs Itzma CwAlt ritx t• ww4wj often Awn MO VATJOO 18 tftboowu%4"owravrArlw� ipsaymed me� i ,*a r NIL roll Sitaisioderjursomir A0011 WAS$ ■ Ir A AS Ori'll"D W, A pWCMO #MR AWO plo rx" 4D Vote• vea 'Ovs Sit fA)"I caM"xw OLow a ADO A007. rnrA pv4r statw)r. VAAWUS Ill I OXASLAS FIR 711JIF :;, 0 Mwy TDV !aNO CPAVRJ. 14WV WAfiVM4M v . 04W In* AILACfif AlV1140 JV*VW1fi" powropt kc OrILI-r! I hv 0i c 111CORDER'S CERTIFICATE 6URVIY01111, CERTIFICATE M" w /,%n lim SW C44M 03 Act moAt 01d wm, filed for peseta Ibis day of....._.,This map serfeelly repareseRia a. ateevey made by we FW" MW. WA "OCS Pat.._..4 the F64.861 of of ease my dl,641144 Is 0*619004646 "ilk lby • -AT9 lrgcrlff j" .. . . ....... . . ............... . . . .......... ...... . ........ f .4 Billov 111A C"60. NY .+ )� ....... . ........ . ............ . . . ................................ .14 -1 G0111119sts Me.• Mae. 41-pl. 1$ 116% me lot I WA* Existing 36" dia. off -site conveyance Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\97108.fm2 Worksheet 100 year downstream capacity analysis Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.012 Channel Slope 0.006000 ft/ft Diameter 36.00 in Results Depth 3.00 ft Discharge 55.97 cfs F Flow Area 7.07 ftz Wetted Perimeter 9.42 ft Top Width 0.00 ft Critical Depth 2.43 ft Percent Full 100.00 Critical Slope 0.006150 ft/ft Velocity 7.92 ft/s Velocity Head 0.97 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 60.20 cfs Full Flow Capacity 55.97 cfs Full Flow Sloe 0.006000 ft/ft 06/21197 FlowMaster v5.13 01:58:56 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Existing 30" dia. off -site conveyance Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\97108.fm2 Worksheet 100 year downstream capacity analysis Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity_ Input Data Mannings Coefficient 0.012 Channel Slope 0.010000 fttft Diameter 30.00 in Results Depth 2.50 ft Discharge 44.43 cfs Vd-• Flow Area 4.91 ftz Wetted Perimeter 7.85 ft Top Width 0.00 ft Critical Depth 2.22 ft Percent Full 100.00 Critical Slope 0.008929 ft/ft Velocity 9.05 ft/s Velocity Head 1.27 ft Specific Energy FULL ft Froude Number FULL Ma)amum Discharge 47.80 cfs Full Flow Capacity 44.43 cfs Full Flow Slope 0.010000 fttft 0&21197 FlowMaster v5.13 01:58:36 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 , - • ro.s' ■ate" oo fi:AIlk f a ` - � � �� . %lJ..S � i i0.�� iG� ld,..5� 1Qrsi iO�Jr• 84. 9(6 C u 9,13 RAM--;5'NAI-L /40T Ro �.CT 1 u VQ/i Pv44-(2 WAY, R U, 7uR)' 'PA-?,f.5 -SHOW N F3AS.,ET) 0 �J 9' X 38' UN or, I'EAS A& /if I-FI. / r x4l/' � rY}40- El -4800 SQ,FV �SUrLp1N6- El Q Jew 15 f; r O 1411, Pop) i Rff. TU?,Ar 'PA i3,46ED O 1-1 4 ` X 38' U N �7 #ems to do Thought h, oday Priority X illt) e�P I�Sa NA 'r�� C��S 3�f—(9c�2� l�a� -5 3 f--. w i3 IC ECEIVED commuN Day Manager"` © W88 DAY MANAGER Form 1010 CITY OF - m 33530 1 ST WAY SOUTH March 3, 1998 Mr. Mike Donahue Northshore BP 2100 SW 356th Street Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 Re: SrrE PLAN APPROVAL — Northshore Automotive Center 35406 - 21st Avenue SW — Federal Way File No. UPR97-0021 Dear Mr. Donahue: The City of Federal Way has completed the administrative review of the proposal to construct an automotive and RV engine repair shop with 16 parking stalls, storm drainage facilities, and site landscaping. The site plan application submitted on May 12, 1997, with revisions submitted on July 21, 1997, August 4, 1997, November 14, 1997, February 17, 1998, and February 25, 1998, is hereby approved per the enclosed Findings For Site Plan Review. The remainder of this letter outlines future review processes required, and procedures relating to appeals and approval periods for site plan approval. Additional requirements will be provided as city departments review the building permit once submitted. REVIEW PROCESSES REQUIRED The site is within the Neighborhood Business (BN) zoning district. Vehicle service stations providing vehicle repair are permitted in this zone subject to the provisions of Federal Way City Code (FWCC) section 22-723 and is reviewed through the Process II site plan review process. Site plan approval does not grant license to begin any type of site work. SEPA PROCESS The responsible official of the City of Federal Way issued a Mitigated Determination of Non - significance on December 12, 1997, pursuant to the State Environmental Policy Act (File No: SEP97-0025). The comment and appeal period for this determination was completed on January 12, 1998, with no corrections to the city's initial determination. Northshore Automotive Center Site Plan Approval March 3, 1998 Page 2 PROCEDURAL INFORMATION Unless modified or appealed, this site plan approval is valid for a period of one year and three days from!the date of the decision. If no further action is taken within one year and three days of the decision, the decision will expire. A six month extension may be granted only if a written request is submitted to the city's Department of Community Development Services, 33530 First Way South, Federal Way, WA 98003, at least 30 days prior to the expiration of the decision. This decision may be appealed by any person who received a copy of this decision. The appeal must be in the form of a letter delivered to the Department of Community Development Services, 33530 First Way South, Federal Way, WA, and be accompanied by the established fee, within 14 calendar days after issuance of the decision. The effective date of decision is March 6,1998. The appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services disputed by the person filing the appeal. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Also, be advised that various performance and maintenance bonds may be required for the project. Any bonds or other agreements as required must be completed prior to issuance of any related construction permits. A cash deposit is also required to cover the city's potential expenses, if necessary, for obtaining and using the proceeds of any bond. The cash deposit shall be posted for up to five percent ($100 minimum) prior to building permit issuance. The cash deposit will be refunded following satisfactory completion of all bond requirements. If you have any questions regarding this decision, please contact Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Crregory Mo , AICP Director Co unity Development Services enc: Findings for Site Plan Review Approved Site Plan c: Deb Barker, Associate Planner Stephen Clifton, Public Works Development Services Manager Julie Venn, Public Works Engineering Plans Reviewer Greg Brozek, Federal Way Fire Department Mary Young, Lakehaven Utility District wpr\comerceMorthaulo\approval It eOF (253) 661-4000 33530 1 ST WAY SOUTH FEDERAL WAY, WA 98003-6210 FINDINGS FOR SITE PLAN APPROVAL APPLICATION #'UPR97-0021 Northshore Automotive Center The following are findings for recommending approval of a proposal to construct an Automotive and RV Repair Center at 35406 - 21st Avenue SW, in Federal Way. The applicant has proposed to construct a 4,800 square foot automotive repair shop with 16 parking stalls, an on -site biofiltration swale, and site improvements. 2. Zoning for the subject site is Neighborhood Business (BN). Retail establishments providing vehicle service or repair are a permitted use within the BN zoning district pursuant to Federal Way City Code (FWCC) section 22-723 subject to the Process II (Site Plan Approval). The 1995 Federal Way Comprehensive Plan (FWCP) designation for the subject site is Neighborhood Business. 4. The responsible official of the City of Federal Way issued a Determination of Non - significance on December 14, 1997, pursuant to the State Environmental Policy Act. The comment and appeal period for this determination was completed on January 12, 1998, with no corrections to the city's initial determination. The Final Staff Evaluation for Environmental Checklist, Federal Way Application Number SEP97-0025, is hereby incorporated by reference as though set forth in full. 5_ Vehicular access is available from 21st Avenue SW. The Public Works Director modified required full width right-of-way improvements for 21st Avenue SW to half street improvements. The applicant shall be required to widen the pavement section by six feet, and locate new curb, gutter, six foot landscape strip, and an eight foot wide sidewalk 12 feet from the back of the existing curbing along the subject property. 6. Site and architectural design is consistent with FWCC Article =, Community Design Guidelines, based on provision of the following key design elements: a) provides bay doors facing to the south, away from the residential uses; b) uses materials and color variation, Le, brown imprinted split face block with green accent window, door, and metal coping trim; c) provides a canopy for a covered vehicle drop off area for pedestrians; d) balances window composition throughout building facades; e) provides sidewalk from the right-of-way to the Findings for Site Plan Approval Northshore Automotive Center Page 2 building and across the drive aisle to the parking stalls; f) utilizes special textured surfaces for crosswalks; g) provides a bicycle rack and picnic table on the northwest portion of the site; h) planters which separate the drive off area from the parking stalls; and i) provides foundation landscaping. 7. The site contains 15 conifer trees which meet the definition of significant tree under the FWCC section 22-1568(b). The landscape plan prepared by David Lowman proposes to retain seven of these trees. Tree replacement will not be required. The preliminary landscape plans depict the correct type and dimension of perimeter landscaping required under FWCC section 22-1566(e), and interior parking lot landscaping as required under FWCC section 22- 1567(1)(a)(1). A final landscape plan shall be submitted for review with the building permit. 8. Special regulations and notes of FWCC section 22-723 have been met based on provisions of the following: a) outdoor parking is setback 10 feet from the property line; b) hours of operation (Monday through Saturday, Sam - 5am); c) all services and repair activities shall take place within an enclosed building; d) vehicle storage areas are fully screened; e) bay doors front away from the street and nearby residential uses; and f) structural portions of the building which are within 100 feet of residential zones do not exceed 30 feet in height and are setback 20 feet from the property line. 9. The proposed site plan application and application attachments have been determined to be consistent with the Federal Way Comprehensive Plan, consistent with all applicable provisions of this chapter, and with the public health, safety, and welfare; the streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal and the proposed access to the subject property is at the optimal location and configuration for access. The proposed development is consistent with Process II (Site Plan Review) decisional criteria required under FWCC section 22-365. The proposed site plan and application attachments have been reviewed for compliance with the Federal Way Comprehensive Plan, pertinent zoning regulations, and all other applicable city regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions or approval, and other applicable city requirements. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Recommendation Prepared by: Deb Barker, Associate Planner Date: February 23, 1998 spr\comercaMoithautoUmdi W.bct AFFIDA VIT OF PUBLI CATION No.F77 STATE OF WASHINGTON ) COUNTY OF KING ) ss. I, Paulie LaFreniere, being first duly sworn on oath deposes and says: That she is the Advertising Manager for The Federal Way News, a bi-weekly newspaper which is now and at all times herein mentioned has been published and printed in an office maintained at the place of publication at Federal Way, King County, Washington, that by order of the Superior Court of the State of Washington in and for King County, said newspaper is now and at all times mentioned herein has been approved as a legal newspaper for the publication of any advertisement, notice, summons, report, proceedings, or other official document required by law to be published, that said newspaper was published regularly at least once each week, in the English language, as a newspaper of general circulation in Federal Way, King County, Washington, at the time of application to the aforementioned Superior Court for approval as a legal newspaper, and was so published for at least six months prior to the date of said publication, and is now and at all times mentioned herein has been so published. That the annexed is a true copy of a City of Federal Wgy dns # SEP97-0025 as it was published in regular issues of said newspapers once each week for a period of one consecutive week(s), commencing on the 13th day of December, 1997, and ending on the 13th day of December, 1997 both dates inclusive, and that said newspaper was regularly distributed to its subscribers and as a newspaper of general circulation during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $42.88 e i � Subscribed and sworn to before me this 19th day f December. 1997 tar, ublic in and for the State of Washington Residing at Seattle. My commission expires 09/01/01. NOTICE OF ENVIi ITAL DETERMINATION OF NON -SIGNIFICANCE Federal Way, Washington Application No: SEP97-0025 Northshore Automotive Center The City of Federal Way has deter- mined that the following project does not have a probable significant ad- verse impact on the envlronment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(cy. This decision was made after review of a completed en- vironmental checklist and other infor- mation on file with the City, Proposed Action: Construction of a 4,800 square Foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping, Site zoning is Neighborhood Business ($N). Access to the site is Provided from 21st Ave- nue SW. Applicant: Mike Donahue Location: 35406 - 21st Avenue SW; Federal Way, WA 98023 City Contact: Deb Barker, Associate Planner; Phone. (253) 661-4103 Further information regarding this ac- ion Is available to the public upon re- Iuest at the Federal Way Department Of Community Development Services, Federal Way City Hall, 33530 First Way South, Federal Way, WA 98003. This DNS is issued under WAC 197- 11-340(2). Comments must be submitted by 5:4o P.m. on December 29,1997. Unless modified by the City, this de- termination will become final following the comment deadline. Any person ag- grieved by the Citys final determina- tion may fife an appeal with the City within 14 days of the above comment deadline. Published in the Federal Way News on December 13, 1997. F77 JCITYOF 33530 1 ST WAY SOUTH December 14, 1997 Mr. Mike Donahue 2100 SW 356th Street Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 Re: ENVIRONMENTAL THRESHOLD DETERMINATION — Application No: SEP97-0025 NORTHSHORE AUTOMOTIVE CENTER 34505 - 21st Avenue SW, Federal Way, WA Dear Mr. Donahue: The Environmental Checklist you have submitted has been reviewed by this office and other city staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. As a result, an Environmental Impact Statement (EIS) is not required to comply with the State Environmental Policy Act (SEPA). A copy of this determination is enclosed. A 15-day comment period is required by the SEPA Rules (WAC 197-11-340). A notice inviting comments was published in the Federal Way News on December 13, 1997. At the end of the comment period, the department will determine if the DNS should be withdrawn, modified, or issued as proposed. All final determinations may be appealed within 14 days following the comment deadline. No licenses, permits, or approvals will be issued until completion of the appeal period. Our decision not to require an EIS does not mean that the license, permit, or approval you are seeking from the city has been granted. Approval or denial of the proposal will be made by the appropriate administrative or legislative body vested with that authority. The environmental record is considered by the decision maker(s) and conditions will be imposed to reduce identificd environmental impacts as long as the conditions are based on adopted and designated city policy. After a final decision has been made on your proposal (i.e., after a permit has been issued or City Council action taken, as applicable), you may, but are not required to, publish a Notice of Action as set forth in RCW 43.21 C.075. The Notice of Action sets forth a time period after which no legal challenges regarding the proposal's compliance with SEPA can be made. A copy of the Notice of Action form and copies of RCW 43.21C.080 and WAC 197-11-680 providing instructions for giving this notice are available from the Department of Community Development. Mr. Mike Donahue December 14, 1997 Page 2 The city is not responsible for publishing the Notice of Action. However, the city is responsible for giving a notice (to parties of record) stating the date for commencing a judicial appeal (including the SEPA portion of that appeal) if your proposal is one for which the city's action on it has a specified time period within which any court appeals must be made. If you need further assistance, feel free to contact Deb Barker, Associate Planner (253-661-4103). Sincerely, Gregory ❑ore, AICP Director(Community Development Services enc: Staff Report DNS .epafUe/hordaW&delh.bd Cff4OF,4,�� (206) 661-0 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6216210 AFFIDAVIT OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Application ❑ Notice of Action ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Determination of Significance ❑ Notice of Determination of Non - Significance and Scoping Notice Notice of Environmental Deterpmiapion of Non-Signif cance (SEPA) ❑ Notice of Environmental Mt gated Determination of Non -Significance (SEPA) ❑ Notice of Proposed Land Use Action ❑ Notice of Public Land Use Hearing ❑ Notice of Planning Commission Public Hearing ❑ Shoreline Management Permit ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Land Use Application ❑ Other w rle d/posted to/at each of following addresses (see attached) on _ 1997. Project Name File Number(s) �� q 7 Signature r'i Date AFF0Avr.FRm RFvrseD 3/20/97 FEMA EPA DEPT OF ECOLOGY REGION 10NTH DIV ENVIRONRVIEW SECT MD-126 ENVIRONRVIEW SECT 130 - 228TH ST SW 1200 - 6TH AVE PO BOX 47703 BOTHELL WA 98021-9796 SEATTLE WA 98101 OLYMPIA WA 98504-7703 DNR SEPA CENTER PO BOX 47015 OLYMPIA WA 98504-7015 MARK CAREY LAND USE SVC - KCDDES 900 OAKESDALE AVE SW RENTON WA 98055-1219 LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 PUYALLUP TRIBE 2002 E 28TH ST TACOMA WA 98404 PAT PROUSE US WEST 450 - 110TH NE RM 409 BELLEVUE WA 98004 JACK HOPKINS SEATTLE PI 101 ELLIOTT AVE W SEATTLE WA 98121 JOHN KIM KOREA POST 25234 PACIFIC HWY S #COEFGH KENT WA 98032-6539 HERB POLLINGER FW COMMUNITY COUNCIL PO BOX 3684 FEDERAL WAY WA 98063 LYNN ARAKAKI 4122 - 239THPL SE ISSAQUAH WA 98029 DEPT OF HEALTH AIRDUSTRIAL CENTER BLDG 2 PO BOX 47820 OLYMPIA WA 98504-7820 SEATTLE/KING COUNTY DEPT OF PUBLIC HEALTH 1404 CENTRAL AVE S STE 101 KENT WA 98032 FEDERAL WAY FIRE DEPARTMENT 31617 - 1 ST AVE S FEDERAL WAY WA 98003 PIERCE CO PING & LAND SVCS DEVELOPMENT ENGINEER 2401 S 35TH ST TACOMA WA 98409-7460 KATHY LARSON PUGET POWER 2020 S 320TH ST BLDG A FEDERAL WAY WA 98003 NANCY BARTLEY SEATTLE TIMES PO BOX 70 SEATTLE WA 98111 PUGET SOUND AIR POLLUTION CNTRL AGENCY 110 UNION ST STE 500 SEATTLE WA 98101-2038 GERI WALKER GEO INFO SPEC FEDERAL WAY SCHOOL DIST 31405 - 18TH AVE S FEDERAL WAY WA 98003 MUCKLESHOOT INDIAN TRIBE PLANNING DEPARTMENT 39015 - 172ND AVE SE AUBURN WA 98002 OFFICE MANAGER WASHINGTON NATURAL GAS 1400 W MAIN ST AUBURN WA 98001-5201 VICTOR GONZALES TACOMA NEWS TRIBUNE STEM 32050 - 23RD S FEDERAL WAY WA 98003 FEDERAL WAY CHAMBER OF COMMERCE PO BOX 3440 FEDERAL WAY WA 98063 JOE ELTRICH TACOMA WATER DIVISION PO BOX 11007 TACOMA WA 98411 SEAN MCCARTHY FEDERAL WAY NEWS 533 S 336TH ST STE C FEDERAL WAY WA 98003 SEATTLE MASTER BLDRS DIR-LOCAL GOV'T AFFAIRS 2155 - 112TH AVE NE #100 BELLEVUE WA 98004 MI1KE DONAHUE BP GAS 2100 SW 356TH ST FEDERAL WAY WA 98023 CITY OF jC \� (253)661-4000 33530 1 ST WAY SOUTH FEDERAL WAY, WA 98003-6210 State Environmental Policy Act Determination of Nonsignificance Northshore Automotive Center SEP97-0025 Related File No: UPR97-0021 Description of Proposal: Construction of a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping. Site zoning is Neighborhood Business (BN). Access to the site is provided from 21st Avenue SW. Proponent: Mike Donahue 2100 SW 356th Street Federal Way, WA 98023 Location: 34506 - 21st Avenue SW Federal Way, WA, 98023 Lead Agency: City of Federal Way City Contact: Deb Barker, Associate Planner Phone: (253) 661-4103 The responsible Official of the City of Federal Way hereby makes the following decisions based upon impacts identified in the environmental checklist, the Federal Way Comprehensive Plan, the final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to R.C.W. 43.31C.060. The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under R.C.W. 43.21C.032(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Determination of Nonsignificance Northshore Automotive Center Page 2 This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date of issuance. Comments must be submitted by 5:00 p.m. on December 29 1997. Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal with the city within 14 days of the above comment deadline. Contact Person: Deb Barker, Associate Planner, (253) 661-4103 Responsible Official: Gregory Moore, AICP Position/Title: Director of Community Development Services Address: 33530 First Way South, Federal Way, WA 98003 Date Issued: December 14. 1997 Signature: ' ' J Ism A sepefile\no[thaUMWtextntc V C !N I-TY _ 1!ia4 _� __ C\s S PAW, �L C2 \ ti .PS 4 •par o + a G. 1 1 L; CITY OFI-Jr. MIOFT5#101 33530 1 ST WAY SOUTH (253) 661-4000 FEDERAL WAY, WA 98003-6210 FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST Northshore Automotive Center SEP97-0025 — Related File No: UPR97-0021 I. SUMMARY OF PROPOSED ACTION Construction of a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping. Site zoning is Neighborhood Business (BN). Access to the site is provided from 21st Avenue SW (Exhibit A). H. GENERAL INFORMATION Project Name: Northshore Automotive Center Applicant: Mike Donahue Contact: Timothy D. Holderman, PE Location: 34506 - 21st Avenue SW (Exhibit B) Project Size: A 4,800 square foot building on a 35,116 square foot lot. Zoning: Neighborhood Business (BN) Comprehensive Plan Designation: Neighborhood Business NOTE: Technical reports and attachments referenced below may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting the Department of Community Development Services, 33530 First Way South, Federal Way, Washington, 98003, phone: (253) 661- 4000. Final Staff Evaluation Northshore Automotive Center Page 2 The following information was submitted as part of the application for development: • Site plan and elevations prepared by Bobbie King, June 25, 1997. • Preliminary landscape plan prepared by David Lowman, January 15, 1997. ■ Preliminary grading drainage and erosion control plans prepared by Sound Engineering, Inc., March 28, 1997. • Revised SEPA checklist prepared by Mike Donahue, July 21, 1997 (Exhibit Q. • Boundary and topographic survey prepared by Warren Lay, January 1994. • Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. • Analysis of core and special requirements with basin summary prepared by Sound Engineering, Inc., November 4, 1997. M. EXMBITS Exhibit A Reduced Scale Site Plan Exhibit B Vicinity Map Exhibit C Revised SEPA Checklist, 7/21/97 IV. ENVIRoNMENTAL CHECKLIST The following lists the elements of the Environmental Checklist (Exhibit C), and a response to each consisting of 1. Whether city staff concurs or does not concur with the applicant's response to the SEPA checklist item, or 2. City staff s additional comments or clarification to each checklist item. A. Background 1.2. 3. Concur with checklist. 4. A revised SEPA checklist was submitted on July 21, 1997. 5. Concur with checklist. Final Staff Evaluation Northshore Automotive Center Page 3 6. The project timing is slatted for the second quarter of 1997 according to the checklist. An average SEPA review timeline is 60 to 90 days following a complete checklist submittal. Permit review for the automotive center consists of the following elements: SEPA review; issuance of SEPA determination; a 15-day continent period; a 14-day appeal period; site plan approval; building permit review; building permit issuance; and associated inspections. 7. Concur with checklist. 8. The following environmental information has been submitted for this project: Preliminary Grading Drainage and Erosion Control Plans by Sound Engineering, Inc., March 28, 1997. Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May, 1997. Analysis of core and special requirements with basin summary prepared by Sound Engineering, Inc., November 4, 1997. 9. & 10. Concur with checklist 11. The proposed building contains 4,000 square feet for waiting rooms, storage, and repair bays on the main floor, and an 800 square foot office on the second floor for a total of 4,800 square feet. 12. Concur with checklist. B. Environmental Elements 1. Earth a. b. & c. Concur with checklist. d. e. & f. Concur with checklist. g. Concur with checklist. There is no established maximum lot coverage area for the use per Federal Way City Code (FWCC) Section 22-723, note 8. Instead, the buildable area is to be determined by other site development requirements. h. Concur with checklist. Final Staff Evaluation Northshore Automotive Center Page 4 2. Air a. Concur with checklist. In addition, short term effects to air quality will occur during construction and paving operations. Longer term impacts, due to vehicle emissions from future employees and customers, vary in level according to the amount of traffic generated in the future by the proposal. Construction activities (e.g., site preparation work), will contribute to a short term increase in local suspended particulate levels. Construction activity also contributes to carbon monoxide levels through the operation of construction machinery, delivery equipment and materials, and worker access to the site by automobile. These activities also involve emissions of hydrocarbons and oxides of nitrogen, potentially elevating the level of photochemical oxidants, such as ozone, in the ambient air. b. & c. Concur with checklist. Compliance with local, state, and federal air quality standards provides sufficient mitigation of these potential impacts. In addition, retention of existing trees and new site landscaping will provide filtering of suspended particulates. 3. Water a. 1.2. 3. 4. 5. & 6. Concur with checklist. b. 1 & 2. Concur with checklist. c.l. Concur with checklist. Corrections to the TIR are provided in the November 4, 1997, storm drainage requirements memorandum from Sound Engineering. 2. As with all paved, developed areas, the site will contribute some pollutants to ground and surface waters as these will be washed off by storm drainage across the site. Pollutants which accumulate on paved surfaces include heavy metals, petrochemicals, and other substances. Some of these pollutants will be separated out of the storm water runoff to a certain extent by installing a 62 lineal foot biofiltration swale. d. The proposed project, which proposes paving of all vehicular areas, does not meet the criteria for installing on -site detention as the increase in stormwater runoff is less than the 0.5cfs threshold for detention. As on -site detention will not be necessary, recommendations of the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound will not be required. Final Staff Evaluation Northshore Automotive Center Page 5 4. Plants a. Concur with checklist. b. The survey identifies 15 trees on the site that meet the FWCC definition of a significant tree. A significant tree is defined as 12 inches in caliper, 4'/z feet above the ground, in good health, and not a detriment to the community. Certain trees such as Red Alder, Poplars, and big leaf maples are exempt from this provision. The landscape plan indicated that seven of the significant trees will be retained. No replacement trees will be required in accordance with FWCC section 22- 1568(c)(1)(a). c. Concur with checklist. d. Protection techniques are required in accordance with FWCC Section 22- 1568(c)(2), and a retention planting plan is required. Pursuant to FWCC Article XVII, all required landscaping shall be installed before the issuance of a certificate of occupancy (CO) or final inspection. FWCC Section 22-1564(f) requires that at least 25 percent of new landscaping materials (i.e., plants, trees, and groundcover) consist of drought -tolerant species. All developments are encouraged to include native Pacific Northwest and drought -tolerant plant materials. 5. Animals a. b. c. & d. Concur with checklist. 6. Energy and Natural Resources a. b. c. & d. Concur with checklist. 7. Environmental Health a. Concur with checklist. 1. & 2. Concur with checklist. Hazardous materials safety plans are the jurisdiction of the Fire Marshal's office with oversight by the Department of Ecology. b.I. & 2 Concur with checklist. In addition, the project site will be impacted by vehicular traffic noise from 21st Avenue SW, and adjacent residential lots. Final Staff Evaluation Northshore Automotive Center Page 6 3. Concur with checklist. In addition, all activity generated by the automotive repair use is directed to the south, away from residential land uses north of the property. The building is setback from the east property line approximately 100 feet. Between the building and this property line are a 15 foot wide trash recycling facility, five parking stalls, a driveway, interior parking lot landscape islands, and a 17 foot wide landscape buffer with type III landscaping. In addition, Type I landscaping (20 feet in width) will be provided along the north side of the building as required by the FWCC landscape code. These vegetative buffers which are intended to visually screen the site also provide some buffering between the uses. 8. Land and Shoreline Use a. Current uses of the site and surrounding area include the following: Site: Vacant North: Residential South: Vacant West: Vacant East: Residential b. c. d. e. f. g. h. I. j. & k. Concur with checklist 1. Concur with checklist. In addition, the applicant has proposed a drop off canopy for vehicle drop off, picnic table, bike racks, and planters to meet the standards of FWCC Article MX, Community Design Guidelines. 9. Housing a. b. & c. Concur with checklist. 10. Aesthetics a. b. & c. Concur with checklist. 11. Light and Glare a. b. & c. Concur with checklist. Lighting should be depicted on the site plan documents. d. In addition, FWCC 22-950 prohibits artificial surfaces from producing glare which annoys, injures, endangers the comfort, repose, health, or safety of persons; or in any way renders persons insecure in life or in the use of property. This will be reviewed with the building permit application. Final Staff Evaluation Northshore Automotive Center Page 7 12. Recreation a. b. & c. Concur with checklist. 13. Historic and Cultural Preservation a. b. & c. Concur with checklist. 14. Transportation a. The Federal Way Comprehensive Plan (FWCC), Transportation Map III-5 (Functional Classifications of Streets: Existing Designations) designates 21 st Avenue SW as a principal arterial. b & c. Concur with checklist. d. FWCC Sections 22-1473 and 22-1474 require that the right-of-way abutting the property meet road standards of FWCC Section 22-15254. A principal arterial requires minimum right-of-way width of 100 feet, minimum paving width of 60 feet, .vertical curbs, street lighting, and eight foot wide sidewalks with a minimum of six foot utility planting strip planted with street trees. The applicant requested a modification to these standards under FWCC Section 22- 1477. In an October 30, 1997 letter, the Public Works Senior Development Engineer modified the required improvements to the half street improvements along 21 st Avenue SW. These consist of widening of the pavement section by six feet, locating new curb and gutter, a six foot wide landscape strip, and an eight foot wide sidewalk twelve feet from the back of the existing curbing. Street lighting is also required. The area between the existing curb and the west face of the new sidewalk is to be landscaped as the landscape strip required for street improvements, with street trees. e. Concur with checklist. f. As proposed, the project generates 15 PM peak hour trips. However, surrounding intersections are not impacted by 10 or more PM peak hour trips when project trips are distributed to the adjacent intersections. In addition, there are no surrounding Transportation Improvement Projects (TIP) in the vicinity which would be impacted by the project. Public Works Traffic staff have, therefore, determined that a traffic impact analysis (TIA) is not required. Final Staff Evaluation Northshore Automotive Center Page 8 g. Measures include right-of-way street improvements as required by the FWCC. In a September 3, 1997 memorandum, Public Works Traffic staff stated that based on the existing accident rate on 21st Avenue SW and the trip generation of the proposed facility, the project does not trigger warrants for left turn lane or increased width of existing lanes. In addition, the proposed 30 foot wide driveway is determined adequate for two way ingress and egress and would accommodate the turning movements of tow trucks. 15. Public Services a. & b. Concur with checklist. Security related comments for lighting and fencing have been incorporated into the site plan. 16. Utilities a. & b. Concur with checklist. V. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment pursuant to the determination of nonsignificance (DNS). The DNS is based upon impacts identified within the environmental checklist, attachments, findings of fact, and the above "FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST APPLICATIONNO. SEP97-0025," and are supported by plans, policies, and regulations formally adopted by Federal Way for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. The city reserves the right to review any future revisions or alterations to the site or to the proposal to determine the environmental significance or non -significance of the project. Prepared by: Planner Date: December 4, 1997 sepafle\nodhaut\sepaeva1W h � } �' � IM1 �� cif �'��` y1' !��.�_ � •. al -q80o SQ,FT• X3u►L.t]rn16- . �� ` n • � • Mks r , m / •S� i0.5. 10• 14.3, JON, sa 2Bot 9161. • f � S/Vi1f�FlM�rr4 SIo P� o F. C u RI3 .RAAf .rrw�t► � 1515 F vF+zTrarl 1 N 1 z N°k{xnk7M �5� NoG, 8} s �Ati1� -5$4A4 - N07 PRod e.C'r l )j C1)4F2 VAX' x f Ru. TUwJ ?A-rq-5 gHowN r3ks,'E1� oN 9' x 38' u N ,Y } Site Plan Proposed Northshore Automotive Center Northshore Automotive Vicinity Map CityMap Federal Way Exhibit B NaepTrenfedfar�rse as a yra 1ca1 rexentaa6on only. ThemaiWsucy. wRra DEPARTMENT OF COMMUNITY DEVELOPME�NT�SVWES ER ENVIRONMENTAL CHECKLIST d%P%VC=5 PURPOSE OF CHECKLIST The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS This environmental checklist asks you to describe some basic information about our proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON -PROJECT PROPOSALS Complete this checklist for non -project proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Non -Project Actions. For non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area, respectively. EXHIBIT PAGE0F 13 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY A. BACKGROUND 1. Name of proposed project, if applicable: Northshore Automotive Shop 2. Name of applicant: Michael Donahue 3. Address and phone number of applicant and contact person: Applicant address: 2100 SW 356th Federal Way Applicant phone: 206-838-9142 Contact Person: Timothy D. Holderman P.E. Contact Address: Sound Enigineering Inc. 1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 (206)573-0040 fax: (206)573-0142 4. Date checklist prepared: April 10, 1997 5. Agency requesting checklist: City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): 2nd Qtr 1997 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None known EXHIBIT - PAGE C OF-U-- 3 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit, Sewer Ext. Permit, Site Development Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Build a new 4000 sq. ft. building on a vacant 35,000 sq. ft. site. The planned use is an automotive and recreation vehicle engine repair service. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Location: 35406 21st Ave. SW Federal Way, WA 98023-3058 ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other. b. What is the steepest slope on the site (approximate percent slope)? The overall slope of the site is approximately .5%. The steepest slope is found in the SE corner (6%). c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soils found on site are classifiied as Amc- Arent, Alderwood site soils are typical of soils found in the area (see the attached SCS 1973 soil survey information). d. Are there surface indications or history of unstable soi 1EJ(W Ticinitd'so, r�G E OF �� 4 describe. None noted e. Describe the purpose, type, and approximate quantities of any filling or grading pro- posed. Indicate source of fill. There will be a minimum amount of grading and excavation to facilitate the building foundation and utility installation. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Temporary erosion control measure approved by the City of Federal Way will be utilized during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 10,750 sq. ft. will be landscaped and 47 percent will be impervious. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. The temporary erosion control plan will conform to requirements of City of Federal Way stormwater regulations. 2. Aix a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial, wood smoke...) during construction and when the project is com- pleted? If any, generally describe and give approximate quantities if known. Automotive exhaust consisting of carbon monoxide and hydrocarbons would be released into the air. The amount differs with each type and year of vehicle. We are able to repair up to 6 vehicles at one time but again the amount of emissions will vary as all vehicles for repair may not be running. We plan to have an exhaust ventilation system in the shop area to vent the fumes to the outside should the doors be closed during repair hours. The vehicles in for repair should not cause any adverse odors and won't add anymore emissions to the air as they are already driving on our streets and creating emissions. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. None m HMiT_ PFAG C, OF [3 c. Proposed measures to reduce or control emissions or other impacts to air, if any. None proposed 3. WATER a. Surface. 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None known 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Not applicable 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None proposed 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. There will be no discharges to surface water. b. Ground. 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No groundwater will be withdrawn and no water will be discharged to groundwater. Stormwater to be discharged to City of Federal Way storm system. 2) Describe waste material that will be discharged into the ground from septic tanks or t'XH_J;FL31T C P�G EOff_. �- C other sources, if any (for example: domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. There will be no discharge of waste materials into the ground. c. Water Runoff (including storm water) 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The increase in stormwater runoff is less than the 0.5cfs threshold for detention -therefore detention is not proposed. (Preliminary TIR needs to be corrected, therefore this statement may change. Corrections to TIR calculations are necessary. 2) Could waste materials enter ground or surface waters? If so, generally describe. Waste material could enter ground or surface waters because of the nature of the business proposed. Oils and other contaminants could enter into the storm water system from the parking lot and work areas. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. Stormwater will be pretreated prior to discharge to the city storm system. All hazardous materials will be handled pursuant to DOE and City of Federal Way requirements. 4. PLANTS a. Check or circle types of vegetation found on the site. ❑ deciduous tree: alder, maple, aspen, other ❑ evergreen tree: fir, cedar, pine, other ❑ shrubs ❑ grass ❑ pasture ❑ crop or grain ❑ wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other ❑ water plant: water lily, eelgrass, milfoil, other ❑ other types of vegetation Blackberry bushes b. What kind and amount of vegetation will be removed or altered? All blackberry bushes and 8 significant trees (seven to be ratianed). Existing grasses and shrubs will be replace with drought tolerate plantings See the proposed landscape plan for details. When possible, existing trees were included in the landscape plan. IT EXH i p P/aGE �OF,.13 c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Seven of the significant trees have been incorporated into the landscape plan. 5. AMMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site. birds: hawk, heron, eagle, songbirds, other - Crows mammals: deer, bear, elk, beaver, other fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None known Is the site part of a migration route? If so, explain. The site lies within the western flyway for migratory birds. d. Proposed measures to preserve or enhance wildlife, if any. Many of the significant trees will be saved and more will be planted. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Gas heating Electric cooling, lights and auto repair operations b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. F'EXH1w"1T-CO-.-- PAG"'E _�1� 8 Thermal pane windows, 90% gas furnace, energy saving lighting. 7. ENviRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The following hazardous wastes will be produced by our business: used tire casings, used battery cores, used antifreeze and used motor oil. 1. Used tire casings are picked up by a tire recycling company. 2. Used battery cores are picked up by our battery supplier and disposed of. 3. Used antifreeze is stored in barrels which are setting in containment bins in case of a puncture in the barrel. Then a recycler comes and pumps ou the barrels. 4. Used motor oil is stored in a double wall above ground tank until full and then a recycler comes and pumps out the tank. The tank is pumped 6 times a year. Both the antifreeze and the waste oil tanks are shown on the site plan at the east end of the building under the awning nest to the dumpster area. 1) Describe special emergency services that might be required. None, because all hazardous materials will be handled according to an approved safety, handling and disposal plan. 2) Proposed measures to reduce or control environmental health hazards, if any. We will be using an above ground double walled waste oil tank which will be serviced by an approved and licensed waste oil disposal business. b. Noise. - 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? The types of noises are: automobile engines, air compressor motor, air wrenches and tire machine. Considering the buffer of trees and the concrete walls and the fact that the building openings are facing away from the residential neighbors these noises should have little or no effect. The hours of operation are Sam to 5 pm Monday thru Saturday which is when most people will be at school or work as well. The glass will be insulated in the entire building. 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction operation, other)? Indicate what hours noise would come from the site. EXHIBMT PAGEA X 0 F Ip __ 011 On a short term basis there will be some construction noise. On a long term basis there will be limited noise generated from the automotive repair business. 3) Proposed measures to reduce or control noise impacts, if any. Building to be faced away from residential uses and the building will have concrete walls which will serve to pervent noise outside the building. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently vacant . The properties to the north and east are residential. The properties to the west and south are vacant commercial land. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No structures will be demolished. e. What is the current zoning classification of the site? Neighborhood Business f. What is the current comprehensive plan designation of the site? Neighborhood Business g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not aware of any enviromental constraints. i. Approximately how many people would reside or work in the completed project? E)(HIdli �:_ 10 Six j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any. None 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Follow City of Federal Way land use codes and design standards. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any. None 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The proposed building will be 22 feet tall and will be constructed with steel and concrete. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any. EXHIBIT � C - I 11 Incorportate existing significant trees into the landscape plan of trees and meet City of Federal Way design standards. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The parking lot will have 2 light poles 20' tall, 1 in the center of the turn around planter in the rear parking area and 1 in the SW corner of the front parking area. They will be box style down lighting fixtures. The south end of the building and the west end of the building will be provided with light from the building signs. The drive thru canopy will have florescent lights recessed inside the rafters. All residential sides of our property will have a 100% treed landscape screen and this should block light from our neighbors. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any. Parking lot lighting will be directed toward the interior of the site. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? There are serveral public parks and golf courses in the vicinity. b. Would the proposal displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, nation, state, or local preser- vation registers known to be on or next to the site? If so, generally describe. No I � = IT 12 b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Not applicable c. Proposed measures to reduce or control impacts, if any. Not applicable 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The property fronts on 21st Ave. S.W.. Access will be off 21st. Ave. S.E. at the existing access drive. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes, there is Metro bus stop across street from site. c. How many parking spaces would the completed project have? How many would the project eliminate? Seventeen parking stalls have been proposed and none will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). None proposed e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transporta- tion? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. According to the ITE manual land use code 840, approxumately 15 trips are generate during pm peak hours. Throughout the day we expect 100 to 120 trips. The trips will occur throughout the day during business hours. g. Proposed measures to reduce or control transportation impacts, if any. EXHUBMT-a PACE^_i�!_OF 1 13 None proposed 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There will be no extraordinary increase in demand for public servicee. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas. water, refuse service, telephone. sanitary sewer, septic system, other (please list). b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity - Puget Power Gas - Washington Natural Gas - tap in street Phone - US West - on -site Refuse - Federal Way Disposal Sewer - Lakehaven - sewer extention on -site Water - Lakehaven - water tap in street for fireflow C. SIGNATURE _ The above answers are true and complete to the best of my knowledge. i understand that the lead agency is relying on them to make its decision. n SIGNATURE: DATE SUBMITTED: -Z - 2-1- do PAGE-5 oF l3 CITY OF 4 ii (206)-0 33530 1ST WAY SOUTH FEDERAL WAY, WA 9800003-6216210 AFFIDAVIT OF DISTRIBUTION I Ld"' hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Application ❑ Notice of Action ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Determination of Significance ❑ Notice of Determination of Non - Significance and Scoping Notice Notice of Environmental Determination l of Non -Significance (SEPA) ❑ Notice of Environmental Mitigated Determination of Non -Significance (SEPA) ❑ Notice of Proposed Land Use Action ❑ Notice of Public Land Use Hearing ❑ Notice of Planning Commission Public Hearing ❑ Shoreline Management Permit ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Land Use Application ❑ Other wa maile axedlposted to/at each of following addresses (see attached) onkrrl 1997. Project Name OI # 1 7V File Number(s) 6up Signature Date ' AmDAVI.FRM REVISED 3/20/97 JCITYOF 33530 1 ST WAY SOUTH (253) 661-4000 FEDERAL WAY, WA 98003-6210 State Environmental Policy Act Determination of Nonsignificance Northshore Automotive Center SEP97-0025 Related File No: UPR97-0021 Description of Proposal: Construction of a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping. Site zoning is Neighborhood Business (BN). Access to the site is provided from 21st Avenue SW. Proponent: Mike Donahue 2100 SW 356th Street Federal Way, WA 98023 Location: 34506 - 21st Avenue SW Federal Way, WA, 98023 Lead Agency: City of Federal Way City Contact: Deb Barker, Associate Planner Phone: (253) 661-4103 The responsible Official of the City of Federal Way hereby makes the following decisions based upon impacts identified in the environmental checklist, the Federal Way Comprehensive Plan, the final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to R.C.W. 43.31C.060. The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under R.C.W. 43.21C.032(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Determination of Nonsignificance Northshore Automotive Center Page 2 This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date of issuance. Comments must be submitted by 5 :00 p.m. on December 29 1997. Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal with the city within 14 days of the above comment deadline. Contact Person: Deb Barker, Associate Planner, (253) 661-4103 Responsible Official: Gregory Moore, AICP Position/Title: Director of Community Development Services Address: 33530 First Way South, Federal Way, WA 98003 Date Issued: Decambpr 14, 1997 Signature: <;4, wpacW&muMmkxLnm -'i } I � - _ - Iaa• Id a.a' ras rw5`• -4800 SQ,F-T T3utLp1Aje- je � •' a .. .... to r �' 9 �_ �s' �:�e' �.�• ��, � I .s• ,as: ,�. , .s� cos• ,e.s. -To i 280. 98' . . MAX 1/40 *i SLO P,�F a F- CY Ra RAA? .PF-KtiL. P25 i } Vjgjtrea '!.-- /q Jz N�RIxOFi'7h� �Sl /IdG 9 / "2d I R�til� SN.ar-G, l�oT PRod r=.�T'!N VLW/ 04 M VAX, Ru. TUKV 'PA7r1.5 SHOWN a,4szm'. 09 9' x 3g VN,Y i Site Plan Proposed Northshore Automotive Center ... u - VV-4,.y w� i �v✓- COG�U -'C(tra7 Dccupa,n}�s id�nfs 2W 14D S,. 5 Fed2ra ) W" , lea egbZ,3 Occupah}-s /Resider+S 2140 S,W. 351n+h S+. Federal wqy, I,ua qF023 pCcapU.YI%S / �2SI dehtS 2010 S.W. 3501" S�. ,F�dkral (lJc�,11Ja gg023 ��''iq occtkpo,yrl-s / Resl.d2nt5 359010 2W-/}U2. S,�,ll. �2deral 1,Ucuy,�l1a g8bZ3 VG40-Vrr�> /'K�'Siger 35415 2��t�ue. s.w. Federa��cug, Ira qgd�3 Occ,l o�n +s/ R�sid�n-I-s 354 21�fiAue. S,w. F2d2ral�at�,�C� g80Z3 g003 - b2l D �2s id�n+s 35301 21��" �iV�. S4U. FPLl2YaI LUZ3 OcLu�ants Aesi'deWs 3530 21-S' Ave. S.W. Fed2ral Way, OJa q 80z3 Dcu�pun+s / Ppdpnfs 2I72-9 SW 353 p(,. Federal Uxty, UJa q$023 - Occu.pan+S/ Re�iden+s 2D21 SW 3531' PL F��ao UJay, Wa Q80Z3 Dc-CLLPU�-? / �2siden+5 ZDl3 S W 353'�d p L Fed�'al L�a�y,U�a °��bz3 Dcc��(tnfs /?,-e Yid0nfis 2005 SW 353 VL R&�ral WCu� , l�A °18023 r-u La L&t LIL"/ W VL , - - - 1g2b SW 354-*, S 0, F2d2val WCuj, LOa °Ik23 Occupanfs / R-Psi'Mfs 3530'S I°IwAUe,- Fed9,ral UJay; l,Ua g80Z3 OCCLL n+-s / R�sid�ev�ts 1q I I 353rd PL FP.dQ-rc-1 Wqvi, wq, G8023 Ocf,upan+s / R-esid-(rfs 1°Ilq SW 353Yd PL. F2clQ.ral I.JN, I,Ua 9g023 19 2-7 5W 35�a q g023 � Gam, Chi (MO3 6Z)o DCLLC�c�n�s / Fesidtn�-s 353i i9t�l Ave Sm. FedQxaiUJc�,D-b- g8U23 Oauwfs / l4s6�as RDIn S.W. 3500 S�-. F2d-eral tea �, u1a 980 23 D CQ.Lpon�-,s / R-esidenfs I'DIIZ SW 354jr, k6�21 Federall�cty, u1a q 3 Occupay�+s / 2-eSaen1-s PICo 5w 354+h �}.. Fecierao Wa�, uUa °Ig023 kktLl�� /'R D A / �4A /n I, 6r(WO4 U� , u�cr gBC� 3 - b2 1929 5UJ 350h�� FedU`al I,Oat�, toct °1g6Z3 'Rdk a) WO-Y, ` a R 8OZ3 1g21 SW 3 b`Mh S+- 3-ed�� may- wa 98az3 o ff/ P4� Igl`7 S 354� �t ��(pnaJPG�y, ClJa 99023 ock lftaoat6 19 13 I,0 35,� +K a . I� R8023 IWX UV 70W J -!aG/Q 3D Isfa)j 7 18M S,LU. 355� PG 3idjnak Wal),WCk- N623 Dcwan-b 1 3522� oAn au S, OJ Wes, Wa- G g023 - -- ✓� wvr /U�.t/;� ��vG/u :+ xf iuu VtA4Yi 141t f -/ 0 W--.) - IP41 U oc��Qa,nt / &&dInt) 1gOq IA 350) a�. 3IdIW l,by; Wkt q 96z3 iao�59+n� --I�aewzy, & 9�0�3 o q'/�Co(n.�D � �.ucIAa-Q.",j , UL)q q 8 023 Dc-Wc� / oz&la� qp 354iq 1�� (�W- S.w ,a-v,a9 wcty, UJa q �DZ3 cc.sxflL� r E V(,Z- Irr 3W f 1 11 so �c� P. 0A 9�iV�> - b2) V Oculto / 9UA&)&tn 1830 w PL ajd.onO-10ay, Ukx- g802.3 alwpu:b / a&auLtD 163�1 51,E 355� PI. 3kdoAaQ- L-V 99623 183Fs 5w) nL- 3-.ed.Acv? Wa�, Wkt q80Z3 OU,u.pa.nto / ",cl&Lto 183"7 SW 355� Pb ,�dma.f I,Ay, Wa c180Z3 D .�-ed.o�ia,�35�G��o �y c)O cl goy ,?a) My, 4 %034Z/O DCD-Taa�) / ftb�� 1°I18 353`"d R �� I�ry,�Ja G8023 \ 0 6CULO&L) lgZl� S 3R.dP.Q Plc1.P/2-tD 3..e�a.e. Wa.y,Wa 9 9623 a�cj wad-, loa Wob3-tozl o QC�;(tpgyt) /�o �r 'clento 2�C�1 SW 35, 3 " PL. ��k&maj Wc�, wa q b'D23 0 .Allstate Insuran e QW 3 55- 2 /4ue 54,11 Federal. 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E yea: ,- �s w N c xx + " yy�, Oti allo� N o _ n 0 0 0 o t p // o � : Q � v � � v`� M T fly � � ° o h In �". m, o v � N y� 0' 0) V ^p ^ V oo� C rno $ — zp- zo -/;v n " eSo o!J Eo'o� Z N o ?'�6 ti o6iS6 t S/ EL -f 99 W aLO Na CDn� 0\ CD .• z�- oL/ � � � O � � � L/ -Lz - o •N D o to M � ° v o N f� oL/ M ff P a) r3 ; N 3 �0� V CV � o NV I S6'pL/ N 9L/-L?-off 9L/ L2 •pW m v ,to 06 � ro F :NS'i/YJ117 c1 /6 / �1 �7'- S a r w.✓ 1• x B/-BS-p ,YSO� yob•»/01 •p�Q I o 0 to'SE/ SZ'S6/ Mi M GS'v97 BI 1 Z£I 7 A [� ^H I �+ 7 £- N \ J / \ V 1 J 1 G �1 :T1 OOZ 07/ 00 F N N a` n o02 yr ^Ol�n� ^f 3 a�1i\a `I ( f� Parcel Number 252103 9002 252103 9002 252103 9010 252103 9032 252103 9032 252103 9037 252103 9040 252103 9042 252103 9051 Owner Name TOSCO NORTHWEST COMPA TOSCO NORTHWEST COMPA HALFON JAMES L DONAHUE MICHAEL J & B DONAHUE MICHAEL J & B IRMAS AUDREY & SYDNEY IRMAS AUDREY & SYDNEY KING COUNTY IRMAS AUDREY & SYDNEY Site Address Phone ------------------J`---------------- 2140 SW 356TH STD/ 2140 SW 356TH ST 2010 SW 356TH ST 35406 21ST AVE SW 35406 21ST AVE SW 35415 21ST AVE SW 35409 21ST AVE SW 35301 21ST AVE SW 296-4000 35305 21ST AVE SW The Information Provided Is Deemed Reliable, But Is Not Guaranteed. 1 Parcel'Number I Owner Name 926975 0010 KURKOV ALEKSANDR DM 926975 0020 OAS ELIZABETH A 926975 0030 DO LAN PHUONG THI 926975 0040 FRINK PAUL R 926975 0050 SPENCER KEITH A & DEB 926975 0060 RALPH BRIAN L 926975 0070 POULSEN RICHARD M 926975 0080 STEFFENSON PETER & DE 926975 0090 HAWN GARRET E 926975 0100 COX BONNIE L 926975 0110 ANDRE GERALD L & DORI 926975 0120 WILEY KEVIN C 926975 0130 CHAPPELL SCOTT & HARK 926975 0140 ARAKAKI DAVID T & LYN 926975 0150 GUERRERO ROSENDO R & 926975 0160 BARSALOUX JEFFERY & W 926975 0170 HATCH THOMAS P 926975 0180 USACH AFANASIY S & NA 926975 0190 CARTER ANNETTE 926975 0200 BECKER ANN 926975 0210 HICKEY WAYNE & HIGGIN 926975 0220 SIMMONS ROBERT A & MA 926975 0270 AXBERG DUANE R & JANI 926975 0280 HARRIS LORNA V 926975 0290 CSORBA PAUL P JR 926975 0300 TUKES JOAN 926975 0310 WILLIAMS DAVID S 926975 0320 TROUPE JOHN E & SARA 926975 0840 KELLAR BEATRICE M 926975 0850 MCCONNEHEY MARK A 926975 0860 EIDSMOE KENNETH A 926975 0870 HENTGES ANTHONY K & L 926975 0880 GALLAS JOSEPH E & CLA 926975 0890 ROZNOWSKI JAMES E & B 926975 0900 WHITE ROBERT D & CYNT 926975 0910 DAVIS BETTY L Site Add.Liss Phone -2029 SW^353RD PL 566-9597 2021 SW 353RD PL 2013 SW 353RD PL 874-1867 2005 SW 353RD PL 1927 SW 353RD PL 1919 SW 353RD PL 874-6344 1911 SW 353RD PL 874-2870 35305 19TH AVE SW 838-6291 35311 19TH AVE SW 838-5569 1906 SW 354TH ST 1912 SW 354TH ST 1916 SW 354TH ST 1920 SW 354TH ST 1924 SW 354TH ST 391-6427 1925 SW 354TH ST 874-8734 1921 SW 354TH ST 874-7692 1917 SW 354TH ST 838-2090 1913 SW 354TH ST 1909 SW 354TH ST 1903 SW 354TH ST 661-0201 35411 18TH AVE SW 35419 18TH AVE SW 838-7477 1824 SW 355TH PL 874-5755 1830 SW 355TH PL 1834 SW 355TH PL 1838 SW 355TH PL 1837 SW 355TH PL 925-1673 1833 SW 355TH PL 952-6019 35227 19TH AVE SW 1910 SW 353RD PL 838-4335 1918 SW 353RD PL 838-6906 1926 SW 353RD PL 2004 SW 353RD PL 838-9221 2012 SW 353RD PL 838-5935 2020 SW 353RD PL 952-2138 2028 SW 353RD PL The Information Provided Is Deemed Reliable, But Is Not Guaranteed. AFF.IDA � .IT OF DIS TRIB U x ION I j/� hereby declare, under penalty of per of the laws of the ,State of Washington, that: ❑ Notice of Application ❑ Notice of Action ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Determination of Significance ❑ Notice of Determination of Non - Significance and Scoping Notice Notice of Environmental Determination Non -Significance (SEPA) ❑ Notice, of Environmental Mitigated Determination of Non -Significance (SEPA) ❑ Notice of Proposed Land Use Action ❑ Notice of Public Meeting ❑ Notice of Public Land Use Hearing ❑ Shoreline Management Permit ❑ Official Notice ❑Other ❑Other was mailed/faxed poste to/at each of following addresses (see other side) on 1991 Project Name 'r 6 �Lf� File Number(s) - Signature'• ��"� Date APGIDnvLDOC R-visci> 1/4/96 31�e CITY OF 4 (206) 001-4000 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 AFFIDAVIT OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that ;ak " ❑ Notice of Application ❑ Notice of Action ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Determination of Significance ❑ Notice of Determination of Non - Significance and Scoping Notice Mice of Environmental Determination ofNon-Significance (SEPA) ❑ Notice of Environmental Mitigated Determination of Non -Significance (SEPA) ❑ Notice of Proposed Land Use Action ❑ Notice of Public Land Use Hearing ❑ Notice of Planning Commission Public Hearing ❑ Shoreline Management Permit ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Land Use Application ❑ Other was made faxed/p sted to/at each of following addresses (see attached) on '�c_�� . 1997. Project Name File Number(s) Signature REVISED 3/20/97 Date 4 a o 1--),-,n/07 Weil 14-97 FAX 9SARR14129 CITY OF FEDERAL WAY TX REPORT a 001 TRANSMISSION OR TX/RX NO 0352 CONNECTION TEL 92062412776 CONNECTION ID ST. TIME 12/10 14:26 USAGE T 00'56 PGS. 2 RESULT OR CITY OF gBV�— WA 33530 1ST WAY SOUTH Mayor mamon PLsldp* Priest City Manager Konmth S. Nyberg TO: (206) 661-4000, FEDERAL WAY, WA 9MM-6210 FAX TRANSMITTAL MEMORANDUM -NUMBED.OF PAGES (Including Memo Sheet) FROM: OFFICE OF: RE: aa5 DATE: FAX #.' die- council members lack Dovey Hope Eder Mary GAW Ran Gig Michael Park Phil Watkins eOF (253) 661-4000 �f 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 NOTICE OF ENVIRONMENTAL DETERMINATION OF NON -SIGNIFICANCE Federal Way, Washington Application No: SEP97-0025 Northshore Automotive Center The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the city. Proposed Action: Construction of a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping. Site zoning is Neighborhood Business (BN). Access to the site is provided from 21st Avenue SW. Applicant: Mike Donahue Location: 35406 - 21st Avenue SW Federal Way, WA 99023 City Contact: Deb Barker, Associate Planner Phone: (253) 661-4103 Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services, Federal Way City Hall, 33530 First Way South, Federal Way, WA, 98003. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by 5:00 p.m. on D em r 29 1997. Unless modified by the city, this determination will become final following the comment deadline. Any person aggrieved. by the city's final determination may file an appeal with the city within 14 days of the above comment deadline. Published in the Federal Way News on December 13, 1997. SepaSle\northauAdmnotwp City of Federal Way Dept. of Community Development Svcs 33530 First Way So. Federal Way, WA 98003 w • � w WOW — Betty Davis n• r. P.O. Box 9209 REG,r._, DrBY cnr,s aI „ Paa MENT Des Moines, Iowa 50306 sa ;Ob-?203 IJ,I,IIiniJI,II„i,IL.I,Lk„I,llli,ililiill,i,liliil„ill City of Federal Way pptt of Community Development Svcs �530 First Way SD. •Federal Wa , WA 98003 - �40 savw&yj Paul Csorba Jr. 9625 S. 214th Street Kent, WA 98031 NDORE��EE UNKNGWN kl R-TURrJ Tr SEp;U 350.1-2s144 34 RECEIVED BY �Csa(MUNITVOF'V OR41p;TWARTMENT EF !1 .. 1991 V1 IIV/J /yg'I i99i td,kioSLS�1i' J Paul Csorb Coo- t St 9625 8 298031 Kent r� � t} 0r• . /► C AN - - UNKNGI�, y,a�$031Es�21 IILili,i,II+,+Ihn=ILJIn�,61n1,Lu11f,1,+1 -.TURN TO ENOER 044 as Lty .of Federal Way •- �pt.,of Community Development Svcs 353.0'.First Way So. I �ti1 aderal.:day, WA 98003 NO c i NIIMI Kevin Wiley 1916 S.W. 364th RECEIVED BY Federal Way, WA 98023 COMMUNITY DEVPnP!,.HrOcPARTMENT P11EP ;1 i99i r AETURn 4 OpD.. • �3�G^s�l-�11,1u�,�,�lnill,unllu��uu�,lul,li n�llili it 3 f�� IRMI 7, AWL �ic� RECEIVED BY 4!X!TY ONFLOPMENT DEPARTMENT DE, 6 b , I pin SUCH AMBER rfE ,IN TO SENDER 3 G172 �a ILLII,JIILIIILI,11111111„IILI,,,IIIII,IIIIIIIIIIILJII i! �JaeC PM S D J& Sd . �c��GfJa� GtJ� 9g003 f ea Ha far>I 1 200 E 8th Vault•LeVel KEIVEED Y 38leVu 005 A 0E!! E n DFP4idfMENi Gssr off 8 fR�J :!IUEIiA3LE �^ ss E TO FORWARD— P4 TO SENDER ��Lti ,_ '39i1f��3/FLL1 1111111111111111111111111111111111111111I111III11111 ve � ��yS3Df p�.r5��1, J�pay¢�aJ�r LttLe r'" Ex= -:rtt/s91 KING COUNTY 500 4th Ave THIS iS A .r51 Jl 'r S3 GIUILOING Seattle WA 98104 EA %, RECFI _'F n BY _! Nj. �CPARTMENT ----i:;t1�'�.I.'•FEri.�M,.�r�� a P.b!�ilfli��„� ;FrICI�. E ' I r!ET-:�;t Ry 1'.1RN T crtl�rq ilci �y i�.Ll"1 �aa��aigzxs IIJIIIIJJIIIIILII,IIIIJLIIILLJJII1111,1„I •• :I T� Ur r-V Luul woo ' I J �5 1 RUB.. �e YC WC �QD RECEIVED BY jr H I / J �I ITy )FVr'r)PMENTDEPARTMENT t I LF11TO IS.EIIaER `'- U>-Jv/L1f= IIIII II1111IIIII III1111IIIIIII II1111111111111111111111IIIYfIII"I•'� vmf'p n Dc•�.t f5 . ZD 10 �.�. IY31 15�-n� .�.�, Y a ( `� y, (� ry g� RE ,E! M I D PARTMENI SUCH W J l/� N13EP DEC I -- - — _ RE: RN TO SENDER I r ur' a--�Wlal W4 99063- . (.aZ/D �'- H REP . ;R ; T ; SENDER K I oucly) I UICJq 3-(o2/D r 'iU1d,SER, R, TURN To SENDEr ifq. of 3D .,I�t � Sough U • TO SENDER 3530OCCL1 21 tAV4. S;w. BY Z 3 -5 -W DmARTMEM ILIoIuI,IImlliinJlnllu,iLli,iIlll,mJlill,,,l„LI: ;1M 353D• '21st eve. S,W, F�e YCiI U-�, c, C4 "VED By - - - EEC C gam, ''r•'�'� II,I„I„I,II,,,II,,,,.II..II,,,,I,I,�,IIII�,,,,II,II„�I„I,I 3 21 An. era I j,i)at� i,>JCf gS�, `��AFi1AlEM w f • rrcJ.07-1 342h6-92h9 Z9 •:� sucH (VI BEP ` "';:RN TO SENDER CN 04:, F~edflu) 33536 is 4 FQCVW Way, 1�U r_ H NUNIBEPn RET URN TO u � 6 R&ral l ay 33530 1 Sf S h Fea�ml Lk . a °�8dD3- L�ZID 7 cR IIRl. ifl CFNfI� Nor 1) AS As70NE3QF,.b T UNABLE 7D FoAW/,AW $ettY Davis PA Box 9209 Des Moines IA -9030fi REC,-7 p Y C061id�M � r GEV=_Lrl,�"'�q i MEN! DEC 22 1997 I,I,I,Ilrrr,rll,Ilrr„II,,I,Iro,IJllrrrLlr,IL„i,l,rl,,,ll F . � G 1 lr 3 �� xevin Wiley 191G SW 364th Fed"al Way WA 98023 Af#i>I,,;rifi �16 AM, Occ�p� 2►�0 ,wr 3�� s+. Fe r0-1 (,Dori Ll F023 C0IAMNNI RECIV50 BY UEVP.L0PAW pEp4RTM Rq E 1 6 C� c u a s 1 Usidkn+s 35/0b f��tU�,.Spp,��1. ��.& j�a1 ,wa gpbzAm�EEvaopmEwDPAmmM I 1 6 'fir Public Notice Aug 12,1997 ED BY City of Federal Way COMMUNITY DEVELOPMENT DEPARTMENT Dept. of Community Development F U File # Sept. 97-0025 - Spr 97-6021 Property Address, 35606 21 st Ave. SW Subject: Petition against auto repair shop. Dear Sir, The Dept. of Community Development of Federal Way, has invited Residents to offer objections to a Auto Repair Shop, address is 35606 21 st SW. We, the undersigned, oppose this development because we believe it would create noise pollution in the area and also other forms of environmental pollution due to waste oil and strong odors. We also believe that tow trucks going to and from the shop would become a public safety hazard on the narrow, two lane street in front of the complex. We thank you very much for accepting our petition against an Auto Repair Shop. Petitioners Name Address Telephone 1. ' o s � 4 2 s W �S S9L- X 7 �1 -18(2 7 2.0 7 SZ0 R, -3 3. 1,10X le /Vo � 2 a S-� 87 - o 3 4. 7 7g 5. r L 97Y-Wq �;" ,� 1 7 7. MINN MJ- $. a c 4wy J17 D S 9. 10.. 11. 12. 13. 14. 15. Public Notice City of Federal Way Dept. of Community Development File # Sept. 97-0025 Property Address, 34506 21 st SW Subject: Petition against auto repair shop. Decerri.,ar 15, 1997 RECE VED RY GOMMUNI T Y.OEVROPMENT DEPARTMENT 7 Dear Sir, The Dept. of Community Development of Federal Way, has invited Residents to offer objections to a Auto Repair Shop, address is 35606 21 st SW. We, the undersigned, oppose this development because we believe it would create noise pollution in the area and also other forms of environmental pollution due to waste oil and strong odors. We also believe that tow trucks going to and from the shop would become a public safety hazard on the narrow, two lane street in front of the complex. We thank you very much for accepting our petition against an Auto Repair Shop. Petitioners Name Address Telephone -!� PD fb � Ix 2. 3. �, San 4.. r 5. 7. M M &CS� I 9. l� - aj� S 10.- 11L C'CAIX c1J . ZS�G 11. n I` r� 13. 1 14. �i 7 �tv L) 74) 15. �-,- . 7 3 - L SD EtTacoma Public Utilities December 22, 1997 Ms. Deb Barker Associate Planner City of Federal Way 33530 First Way South Federal Way WA 98003 Dear Ms. Barker: Mark Crisson Director 3628 South 35th Street P.O. Box 11007 Tacoma, WA 98411-0007 Divisions Light Water Belt Line RE: DETERMINATION OF NON -SIGNIFICANCE - NORTHSHORE AUTOMOTIVE CENTER - SEP 97-0025 The City of Tacoma, Water Division has reviewed the above subject and find that this Project lies outside the service area of the City of Tacoma, Water Division. Sincerely, I Joseph D. Eltr ch Civil Engineer - Water Division JDE:ro RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT DEC 2 4 1997 CITY OFI'AC.-- 33530 1 ST WAY SOUTH Karen and Tom Hutch 1917 SW 354th Street Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Karen and Tom Hutch: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project onDecember 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory Dore, AICP Director a Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout �CITY 33530 1 ST WAY SOUTH Julie Chappell 1920 SW 354th Street Federal Way, WA 98023 F I L F (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Julie Chappell: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15,1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on?ecember 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory D core, AICP Director o ommunity Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout JCITYOFfqr5oloo" 33530 1 ST WAY SOUTH Joan Tukes 1838 SW 355th Place Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Joan Tukes: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on December 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory Moore, AICP Directo Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY OF 33530 1 ST WAY SOUTH Christine Williams 1831 SW 355th Place Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Christine Williams: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on-Qecember 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, gV-U-2 GregoryVfiCtrnunity re, AICP Director Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY OF 33530 1 ST WAY SOUTH Paul Csoroa 1834 SW 355th Place Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Paul Csoroa: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on-pecember 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory Moore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY afi� .`► d=r)0000r 33530 1 ST WAY SOUTH Atanasiy Usach 1913 SW 354th Street Federal Way, WA 98023 F�L E (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA. comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Atanasiy Usach: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on December 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Ball. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18 51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory . Moore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY0F 33530 1 ST WAY SOUTH Bonnie Cox 1906 SW 354th Street Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Bonnie Cox: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15,1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project onQecember 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, A- 91p�� Gregory . Moore, AICP Director f Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout JT�YOPr5000F 33530 1 ST WAY SOUTH Wendy Barsaloux 1921 SW 354th Street Federal Way, WA 98023 F L (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Wendy Barsaloux: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15,1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project onI)ecember 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Wlpot-e- Gregory . Moore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY OFI-Ar.- w\/ 33530 1ST WAY SOUTH Jennifer Guerroro 1925 SW 354th Street Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Jennifer Guerroro: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project onDecember 14,1997 under the provisions of WAC 197-11-340(2). % accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51(enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, GregoTryt oore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY dF ...:�� 33530 1 ST WAY SOUTH Jeff Barslow 1921 SW 354th Street Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Jeff Barslow: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on -December 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory 1 Xore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout :.re CITY OFrjC.- 33530 1 ST WAY SOUTH Gloria Thompson 1924 SW 354th Street Federal Way, WA 98023 FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Gloria Thompson: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination ofNonsignificance (DNS) was issued for the project on�December 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, Gregory . Moore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout .rani CITY OFfgr.- ,i►Y 33530 1 ST WAY SOUTH Myong Yun Song 2005 SW 353rd Place Federal Way, WA 98023 FIL E (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Myong Yun Song: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on4)ecember 14,1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. m Gregory I((JMoore, AICP Director of Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc: FWCC section 18-51 SEPA appeal handout CITY OF/� 33530 1 ST WAY SOUTH Lan Phuong T Do 2013 SW 353rd Place Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Lan Phuong T Do: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on December 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. 131is decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Sincerely, ?W pv-(x Gregory D oore, AICP Director o Community Development Services a Mike Donahue, Northshore BP Deb Barker, Associate Planner File encl. FWCC section 18-51 SEPA appeal handout CITY OF 33530 1 ST WAY SOUTH 2029 SW 353rd Place Federal Way, WA 98023 rILF (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: SEPA comments, Northshore Automotive Center, File #SEP 97-0025 34506- 21st Avenue SW, Federal Way, WA Dear Svetlana Kurkova: December 30, 1997 Thank you for your comments on the Northshore Automotive Center received December 15, 1997. As you are aware, a Determination of Nonsignificance (DNS) was issued for the project on December 14, 1997 under the provisions of WAC 197-11-340(2). In accordance with state law, the Environmental Checklist submitted by the applicant was reviewed by this office and other City staff. We have determined that the proposal will not have a probable significant adverse impact on the environment. This decision was made after review of the completed State Environmental Policy Act (SEPA) checklist and other information on file with the city. This information, including the staff report, SEPA checklist and associated reports is available to the public on request at City Hall. A fifteen (15) day comment period was required by the SEPA Rules (WAC 197-11-340) following the issuance of the determination. After consideration of the comments received, the Department of Community Development finds that no changes to the DNS are warranted. Any person aggrieved of the City's final determination may file an appeal with the City by 5:00 PM, January 12, 1998 pursuant to Federal Way City Code (FWCC) section 18-51 (enclosed). Appeal provisions for the above referenced State Environmental Policy Act (SEPA) are outlined in the enclosed handout. SEPA appeal fees are $70.00 and are nonrefundable. No licenses, permits or approvals will be issued until completion of the appeal period. If you have any questions or would like additional information, please don't hesitate to call Deb Barker, Associate Planner, at (253) 661-4103. Since ely, Gregory . Moore, AICP Director f Community Development Services c: Mike Donahue, Northshore BP Deb Barker, Associate Planner File enc* FWCC section 18-51 SEPA appeal handout 33530 1ST WAY SOUTH • FEDERAL WAY, WASHINGTON 98003 • (253) 661-4000 Recycled Paper 12/09/97 TUE 08:36 FAX 2536614129 CITY OF FEDERAL WAY TX REPORT x� 2001 TRANSMISSION OK TX/RX NO 0330 CONNECTION TEL 92539529655 CONNECTION ID ST. TIME 12/09 08:34 USAGE T 01'49 PGS. 4 RESULT OK CITYOF 33530 1ST WAY SOUTH Mayor Mahlon "Skip" priest City Manager Kenneth B. Nyberg (206) 661-4000 FEDERAL WAY, WA 9WW-6210 Council Members lack Dovoy Hope Elder Mary Gates Ron Gintz Michael Park Phil Wawag FAX TRANSMITTAL MEMORANDUM NUMBER OF PAGES (Including Memo Sheet) FROM; — OFFICE Off: RE: DATE: 1 q FAX #; f {�C 6�a2,4w U I/ f _ v CITY OF jBC.-- 33530 1ST WAY SOUTH Mayor Mahlon "Skip" Priest City Manager Kenneth E. Nyberg (206) 661-4000 FEDERAL WAY, WA 98003-6210 Council Members Jack Dovey Hope Elder Mary Gates Ron Gintz Michael Park Phil Watkins FAX TRANSMITTAL MEMORANDUM TO: by NUMBER OF PAGES (Including Memo Sheet) FROM: OFFICE OF: M DATE: I �-Z v FAX #: 4?,�-2- � 6,S— 93) (r&/-�J� If there are any problems during this transmission, please c=andask For f -/J- V� is / - 'y interoffice MEMORANDUM Federal Way Dept. of Public Works r Development Services Division To: Deb Barker 1,") From: Julie Venn Subject: Northshore Automotive Shop, 35406 21st Ave SW SEP97-0025 Date: December 2, 1997 The Public Works Department has completed the review of the SEPA Environmental Checklist. The project does not meet the threshold for storm drainage detention per the submitted storm drainage calculations provided by the project engineer. Therefore there are no SEPA related conditions for this project. L:\PRMSYS\DOCLTMENT\SEP97-00.25\PW120297.DOC JCIT�YOF(253) 661-4000 � 33530 1 ST WAY SOUTH FEDERAL WAY, WA 98003-6210 State Environmental Policy Act Determination of Nonsignificance Northshore Automotive Center SEP97-0025 Related File No: UPR97-0021 Description of Proposal: Construction of a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping. Site zoning is Neighborhood Business (BN). Access to the site is provided from 21st Avenue SW. Proponent: Mike Donahue 2100 SW 356th Street Federal Way, WA 98023 Location: 34506 - 21st Avenue SW Federal Way, WA, 98023 Lead Agency: City of Federal Way City Contact: Deb Barker, Associate Planner Phone: (253) 661-4103 The responsible Official of the City of Federal Way hereby makes the following decisions based upon impacts identified in the environmental checklist, the Federal Way Comprehensive Plan, the final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to R.C.W. 43.31C.060. The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under R.C.W. 43.21C.032(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Determination of Nonsignificance Northshore Automotive Center Page 2 This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date of issuance. Comments must be submitted by 5:00 p.m. on December 29 1997. Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal with the city within 14 days of the above comment deadline. Contact Person: Deb Barker, Associate Planner, (253) 661-4103 Responsible Official: Gregory Moore, AICP Position/Title: Director of Community Development Services Address: 33530 First Way South, Federal Way, WA 98003 Date Issued: December 14, 1997 Signature: h t �e .<fVf if �u //fI �14-), a I 4- ►i a � a �- �' �, O VA oa / Wil- . Gar . . ❑ �C. • e I O -46 aQ ,off I 1 o- 1 � S 1s»f� r MAST . � LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33530 Ist Way South#Federal Way, WA 99003 Pqe APPLICATION NO. Date �r / Agent Name of Applicant Michael J Donahue Owner Michael J Donahue ,)inn CTAT FPrieral Wav, WA (206)838-9142 Address Signatur, Michel J Donahue (206) 419-0773 Owner Name/Address done (if different than applicant) 35406 21 s t Ave SW-' Property Location Kroll Legal Description Project Description Parcel Number(s) 0 A Portion of the NE 1/4 of Sec. 25 T 21 N. R 3 EWM Automotive Repair Shop .e Y 252103-9032 WAY Type of Permit Required: SEPA Notice Sign Qbecklisst Mailed Board L Site Plan Review LRJ R Land Surface Modification R R Boundary Line Adjustment Binding Site Plan R R R Short Subdivision Subdivision R R R Shoreline R R Variance R R R Conditional Use R R R Use - Process I R R Use - Process II R R R Use - Process III R R R Quasi -Judicial Rezone R R R Variance R* R R Comp. Plan/Rezone R R Annexation R R Lot Line Elimination *Pre -Application Meeting R = Required * = optional by Cit MASCERLA.FRM -pp ,Eq0-000 z(yv IOZ26f95 13:36 1 266 824 2881 a F S3 � fir= �, * �wr►• t= S I e k P.a6 N y "Tm �,,�� Y8 v'ag i is•p .r1sf ;%� .1rYf fry,&!,.� IN it a �0 N. }4 ? sip 4 Of �* % - i i -� OP 41 14 PA �> >�.', � rot � ►.� „� *�,�� ;�'� Pio 01 to y_ 30 N#0 !8 24 SIP om 9 r�IT fPim r. e Astoo F �fpoor { sue' EMI r�i �r 19 ''� � •--- _ i7ltt �sl� y I� ►iaR wolf/ �iM rF"s��i. _1 RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT BP OIL MAY 13 1997 May 5, 1997 City of Federal Way Re: Statement of architectural design Northshore BP 2100 SW 356th Federal Way, WA 98023 952-2330 or838-9142 Your One Stop Auto Center We have designed this project to not only better serve our customers but to make our presence in the neighborhood as minimal as possible. Some of the features are a canopy to keep our patrons out of the rain as they leave their car for service. We also will have a bike rack out front as well as a pedestrian plaza featuring lawn and picnic table and benches.A pedestrian walkway will lead them from the street to our front door without crossing the parking lot. The construction will be concrete tilt up and will feature lots of windows and a change in texture that looks like split face block at our waiting area. I have enclosed a colored drawing to depict the color sceheme as well as the texture change. We have incorporated all City landscaping and building requirements and and have a nicely functional facility to serve the motoring public. I think this a much needed facility for the neighborhood as well as Northshore BP. Sincer 1 1 Michore J Don e� May 5, 1997 BP OIL January 21, 1997 City of Federal Way Publics Works Director Re: Right of way improvements Dear Public Works Director, The right of way improvements sides of the street. The only in front of our site. MB&B, Inc. Northshore BP & Fife BP 2100 SW 356th Federal Way, Washington 98023 (206)838-9142 or952-2330 are entirely installed on both thing missing is the sidewalk We feel if the improvements were upgraded to current codes the continuity of the exisiting improvements would be negatively affected. The mature maple street trees would have to be removed and replaced with smaller trees and the installation of bike lanes for 150' would be a danger not a enhancement to the City. We propose to install a 5' sidewalk next to the curbline as this will save the mature street trees and conform to the existing sidewalk. This will be the safest solution and also preserve the continuity on 21st Ave SW. Sincer ly, 7 Michael J Donahue Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE A Order No.: 283066 Policy Date: January 16, 1996 at 9:31 a.m. 1. Name of Insured: Policy No.: 1093-008635 Policy Amount: $125,000.00 MICHAEL J. DONAHUE and BARBRA R. DONAHUE, husband and wife 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: MICHAEL J. DONAHUE and BARBRA R. DONAHUE, husband and wife 4. The land referred to in this Policy is described as follows: The north 125 feet of the following described tract: The west half of the southwest quarter'of the northeast quarter of the northeast quarter of Section 25, Township 21 North, Range 3 East, W.M., in King County, Washington; EXCEPT the west 30 feet conveyed to .King County for roads; AND EXCEPT the east 20 feet of the west 50 feet of said subdivision conveyed to King County for 21st Avenue Southwest by instrument recorded under King County Recording Number 6273608. Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE B Policy No.: 1093-008635 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. ( continued) A.L.T.A. OWNER'S POLICY SCHEDULE B Page 2 SPECIAL EXCEPTIONS: Policy No.: 1093-008635 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: Lakehaven Sewer District, King County, a municipal corporation of the State of Washington; and Delco Developments Limited DATED: February 19, 1980 RECORDED: March 13, 1980 RECORDING NUMBER: 8003130422 REGARDING: Sanitary sewage system 2. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: RECORDING NUMBER: GRANTEE: December 4, 1967 6273608 County of King, State of Washington 3. DEED OF TRUST TO SECURE AN INDEBTEDNESS: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: BC/sih/7879X Michael J. Donahue and Barbara R. Donahue vested as Michael J. Donahue and Barbara R. Donahue, husband and wife Stewart Title•Company of Washington, Inc. Key Bank of Washington $114,296.70 January 5, 1996 January 16, 1996 9601160250 END OF SCHEDULE B w y SW 353RD PL. fir, V de ri 7! of.T y♦ fj w �, wy 1. ■ � 5 .% 6 ;, . ai 7. ■ ,1 I•. •� 6 3 1•,� 4 k,�z�Tsa�e fa . i'� ti T is:■ - t• �l`: >•S■,■ r �' f�, a ii _ r rt !A re r• ;,w R3 � � t � ■ � 1 4* If? 4.* r 13 12 11' +iJ yMF , r •nJr ••r ... .1. ■ia flip k -t� v r ► fl IF • +� ' 3h �± e 3 i5w � � �_� _ � r e . •. R i k L ". T� W > q • r G ■ ■ ,. is � rt � ■ H 16 ► t" ; � !v o v1 , T ■afati 17p I lV I � :1 ■ is� by �' ?��• y `. . 7 i ; L .` ► i a 28 .er■ter;s typ LTA/>� 30 V I � ■ 0 • 1 t . ♦ra r■ TO 31 X 16, 32 33�y o yti e ti ■ /� • Z � �'•: � f A : ! r j ! ♦M 4 -_ S . 4 4 • � • 1. - an �• fir` � f�f..r.• � .i - — flea - 19 42 T � STEWART TITLE COMPANY OF WASHINGTON, INC. NORTH Tradilroe Order No. a'6 3 �LIP of ErceUenre- IMPOR f:\NT: This is not a Plat of Sune\. It is furnished as a comenience to locate the land indicated hereon %%ith retcrence to streets and other land. No liahiliEN is assumed h� reason of SOUTH reliance hereon. F - i3 �'-' Pleissclelurn to: This cr:rlificale provides the King County Department of Health and the Department of Development Department of Development and �►�'ai Environmental Services with 1 � and Environmental Services Y 3600-1361h Place Southeast information necessary to evaluate C;�`� �N Bellevue, Washington 98006-1400 development proposals. );VLCA (206) 296-6600 KING COUNTY CERTIFICATE OF SEWER AVAILABILITY 00 not write an this box number name Z Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other AP P L =IT' S NAME c PROPOSED USE _�{'QV-k Er.IAL . .._ LOCATION U CP at`_Y � J�r_begA Lr sa Aq —r z.-o-r (Attach map s legal description if necessary) N # # # # # # # # # # # # # SEWER AGENCY INFORMATION a ro 0- (D U C U O O M -0 � (D LL C — - a) — O ro 8- U_ O O — C U) O O a)U �c Cc C EO c c� > C J ct Y C-AN 1. a.F1 Sewer service w-k- be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. 2. OR b. 77- Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or latteral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ® ('3) other (describe) f-)�-T:CpD faS+_ s��`TQ[�dL EQ96, C�r— W TI 10 L-r Is-r d a• }[ The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR: b. 7 The sewer system improvement will require a sower 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. 7 Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the followings a. Connection charge::Z, c Lc-'Lx1-ATd b. Easement (s)s C. Other: EL--["00 C i 7 eL�" 'A 120-D * The District, at its sole dxscretion, reserves tine r-ight to delayy or deny sewer ser% based upon capacity limitations in Dstrict and Other Purveyor facilities. I hereby 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 Title k�T�r LJE-�E,� ram..'BRQwQ Signatory Name ignnture Date F279 'lease return to: This certificate provides the -• King Gounty v, Department of Health and the Department of Development r- - Department of Development and and Environmental Services o. Environmental Services with 3600-1361h Place Soulheast ca t m -- information necessary to evaluate Bellevue, Washington 98006-1400 � development proposals. (206) 296-6600 0 ca -0 KING COUNTY CERTIFICATE OF WATER AVAILABILITY N 3 _ N Do not write an is boX � U � number name �. m o N (D U >, Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other Edo APPLICANT'S NAME mCjAel_ 5;L ram QP lbLlb t-:E 0 U _-- = CD P ROP OSE D USE CJD M r✓1t Ric-1 A I -J Q LOCATION Ask F60� 4- '6E TAX (Attach map & legal description if necessary) # # # # # # # # # # # # # # # # WATER PURVEYOR INFORMATION CAN 1. a. Water will -be provided by ii service connection only to an existingEl f� _ water main 2 '� + feet from the site. size OR b. El Water service will require an improvement to the water system of: ❑ (l) feet of water main ❑ (2) the construction of a distribution ❑ (3) other (describe) to reach the site; and/or system on the site; and/or 2. a. The water system is in conformance with a County approved water comprehensive plan. OR b. The water system improvement will require a water comprehensive plan amendment. 3. a. IDgranted 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 BRB approval will be necessary to provide service. 4. a. IDno 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 y �)i- - feet from the bulkdi"/property (or as marked on the attached map): In � Pressure Zone; Highest Elevation of Property 4Lo�; M n i ffm Pressure S 5 :L psi Rate of Flow ( US(. S ) Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours J§_ 1000 gpm or more FOR U1 2 hours or more, Cl flow test of y-pm ❑ other �-?"JR calculation of coo -V- gpm (Commercial Building Permits require flow OR _017/� test or calculation) b. ❑ Water system is not capable of providing fire flow. Wt"CK -TttE 'f-)tST IkILT• * The District, at its sole discretion, reserves the xi ht to delay or deny water servic based upon capacity Cations in District and Other Purveyor facilities. I hereby certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. Lakehaven Utility District Agency Name Signatory Name Signature Dat6 If �7 2/2 1 �-z =5/ 47 s' E Title F 278 LAKEHAVEN UTILITY DISTRICT Application for Developer Extension Agreement Please type or print legibly: f•. Water Only: Sewer Only: Joint . I. Name of Project: I V 1 kL Y V { � d. Project Location: 3 `tV ls} F M agDa,3 4lp .� d 3. Name and Address of Developer: YN L _ N� na hy_u 4. 5. Contact Person: c 1 ft Phone: I• o)"--;�J� Name and Address of Engineer: — n It Contact Person: This project contains t lot(s). a. These lots are designed as: Single Family Duplex/Multiplex (No. Units ) Commercial Other _ b. Zoning: Y City/County c. Type of commercial use: Restaurant Retail Shop Office Laundry Warehouse Car/Truck Wash Medical Dry Cleaninj�g, Auto Service Station Other Specify �1T� i. Description of structure (please attach a separate sheet foradditionalstructures): Usage N� Ilk Square Footage Occupancy (number of people) �D ii. Pretreatment of sewer is required for all food processing facilities, vehicle service stations, any facility using chemical contaminants, and other facilities designated by the District. iii. All non-residential structures are required to complete an Industrial User Survey at time of application for side sewer connection. 6. Attached as Exhibit "A" is the legal description for this proposed project. and a County Assessor's map showing the project area and adjacent properties benefitted by the facilities to be constructed. 7. Attached as Exhibit "B" is the legal description for all properties that are directly benefitted by this proposed sanitary sewer and/or water distribution system for latecomer reimbursement. (Directly benefitted is defined as property that can connect directly by gravity side sewer within 200 feet of the sewer main and/or fronting on the water main.) Page One of Two LUD 201.D.01 (02/01/96) 8. Processing deposit of $220.00 for sewer only and $220.00 for water only or $330.00 for joint agreement for this application is attached. a. Please be aware that it takes 2 to 4 weeks to process the application and return the Developer Extension Agreement to the Developer for execution. b. If the Agreement is not signed and returned within six (6) months from the date of transmittal, the agreement offer is void and a new application deposit will be required. 9. Has project been started before: Yes No Unknown Under what name? 10. Four copies of preliminary sanitary sewer plans, two sets of preliminary plat plans, one stamped plan from the King County Fire Marshal (if applicable) approving hydrant locations, and/or four copies of preliminary water plans shall be furnished for review. a. These drawings shall be designed, stamped and signed by an engineer registered in the State of Washington and drawn in accordance with the District's Drafting Standards. The horizontal scale for the sanitary sewer and/or water plans shall be 1"=50' with a vertical scale of 1"=10' (preferred) or 1"=5' for the profile (sewer only unless specifically required for water -- see Drafting Standards). b. The profile of the sewer shall be directly above or below the plan layout on the same sheet and logically laid out. The layout plans for sewer shall include sewer, water, power, telephone, and other utilities plus topographic contours for maximum understanding and minimum conflict with all utilities. C. Upon approval of the plans, the District shall receive the original mylar and a reproducible mylar to be stamped "Approved for Construction". The original shall be returned to the Engineer to be conformed to construction records upon completion of construction as a condition of final project acceptance. 11. Where other unsewered properties are uphill from this proposed development, sewer service shall be extended to the far edges of the property being developed so that properties beyond can be served in the future. Such extensions do not qualify as "benefitted property" for latecomer reimbursement. 12. Water mains shall be extended to the far edges of the property being developed so that properties beyond can be served in the future. Water mains shall also be tied -in or looped to existing facilities wherever possible to provide for increased flow and improved circulation in accordance with the water comprehensive plan. 13. The Developer understands that the District will not approve the sanitary sewer and/or water system plans until the Developer Extension Agreement is executed and returned to the District. 14. The Developer shall prepare all necessary legal descriptions, execute all offsite easements, both temporary and permanent, and deliver them to the District prior to commencing construction. 15. Latecomer Charctes: The District will research any charges due against this property/project; and the Developer shall pay any such charges due prior to commencing construction. I have read and fully understand the foregoing conditions and agree to adhere to the procedures outlined in the development hand-out provided. APPLICANT Signature Date: Page Two of Two LUD 201.D.02 (03/97/97) LAKEHAVEN UTILITY DISTRICT DEVELOPMENT PROCEDURES A. PRELIMINARY 1. Developer completes the application form and submits it along with the preliminary plans and application deposit. Plans: Number, scale, and details are listed on the application form. Application Deposit: Water only $220.00 Sewer Only $220.00 Joint $330.00 2. District processes the application and prepares the Developer Extension Agreement. The agreement is transmitted to the Developer for execution. This process takes approximately two weeks for completion. B. REQUIRED PRIOR TO CONSTRUCTION 1. Developer executes and returns agreement and pays the required deposit as set forth in said agreement. If the agreement is not executed and paid for within 6 months from date of transmittal, the Developer will be required to reapply and pay a new application deposit. 2. Upon receipt of the executed agreement (and payment), the District will commence formal plan review and approval and make the necessary submittals for approval of the appropriate agencies (i.e., Department of Ecology). 3. Upon approval of plans, the District will apply for the County, City and/or State right-of-way permits, if required. 4. Upon receipt of the necessary approvals and permits, the District will give written notice to proceed and direct that the Developer request a preconstruction conference. 5. The Developer and Contractor must attend the preconstruction conference. The following items must be submitted prior to the preconstruction conference: a. Engineer's commitment to provide accurate "as-builts" b. Payment of charges in lieu of assessment, if any C. Restoration Performance Bond * d. Necessary Insurance (Certificates) e. All Permanent and Temporary Easements (offsite) f. Original Water and/or Sewer Mylar(s) and Reproducible Mylar(s) (diazo, xerographic, ❑r photo). Original will be returned for "as-builting" prior to acceptance. g. Cut Sheets for Sewer * Detail and amounts are documented within the Developer Extension Agreement. The developer must provide 72-hour notice prior to commencement of construction. Page One of Three LUD 201.D.03 (03/12/97) C. 10 REQUIRED FOR ACCEPTANCE (NOTE: Service connection will not be allowed until the project has been accepted. See Section D below.) 1. The District will issue closing forms at about 75% completion. These forms include the Bill of Sale, Maintenance Bond, and corrected Easement (s). The Developer is required to execute and return all closing documentation prior to acceptance of the project. 2. The District's Inspector will perform a final inspection and issue a punch -list of items to be completed. The sewer system will also be inspected by the District's Operations crew. Upon completion, the Inspector must "sign off" the system(s) as acceptable. 3. The "as -built" original mylar must be submitted prior to acceptance. 4. The Developer must pay any costs exceeding the deposits made and the project account must be in balance. 5. The District will issue the acceptance letter upon compliance with the foregoing conditions. SUBSTANTIAL COMPLETION The District does have a provision for allowing service connections prior to acceptance under a cash deposit process referred to as "Substantial Completion". This is usually requested when paving has been delayed. The following criteria must be met: 1. All mains and appurtenances must be tested and operational. 2. SEWER ONLY a. All manholes must be secured with hard surface. b. All lines must be flushed without flushing the debris downstream into the existing system. C. Inspection for substantial completion must be performed by the District's Inspector and Operations crew. 3. All closing documentation must be submitted, except the Maintenance Bond and final "as -built" plans. 4. Developer must submit request for substantial completion in writing and pay the administrative deposit of $180.00 for water and/or $180.00 for sewer. 5. Substantial Completion Agreement must be executed and returned along with the cash deposit (150% of the estimated cost of completion as determined by the District) . The cash deposit will be refunded if and when the work is completed. An Assignment of Funds on form approved by the District is acceptable in place of an actual cash deposit. "Substantial Completion" is not an acceptance of the system! Page Two of Three LUD 201.D.04 (03/12/97) E. FINAL ACCEPTANCE The District will complete a final inspection after twelve (12) months from the date ❑f acceptance of the project and the Maintenance Bond will be released if everything is in order. F. SERVICE CONNECTION Cost of service connection will be calculated at the time of application for said connection. Charges will be based on the current established policies of the District at the time of application. Page Three of Three WD 201,D.05 (03112/97) CITY OF/' " M*))1fqr1000r 33530 1 ST WAY SOUTH (253) 661-4000 FEDERAL WAY, WA 98003-6210 FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST Northshore Automotive Center SEP97-0025 — Related File No: UPR97-0021 I. SUMMARY OF PROPOSED ACTION Construction of a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping. Site zoning is Neighborhood Business (BN). Access to the site is provided from 21st Avenue SW (Exhibit A). H. GENERAL INFORMATION Project Name: Northshore Automotive Center Applicant: Mike Donahue Contact: Timothy D. Holderman, PE Location: 34506 - 21st Avenue SW (Exhibit B) Project Size: A 4,800 square foot building on a 35,116 square foot lot. Zoning: Neighborhood Business (BN) Comprehensive Plan Designation: Neighborhood Business NOTE: Technical reports and attachments referenced below may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting the Department of Community Development Services, 33530 First Way South, Federal Way, Washington, 98003, phone: (253) 661- 4000. Final Staff Evaluation Northshore Automotive Center Page 2 The following information was submitted as part of the application for development: • Site plan and elevations prepared by Bobbie King, June 25, 1997. • Preliminary landscape plan prepared by David Lowman, January 15, 1997. • Preliminary grading drainage and erosion control plans prepared by Sound Engineering, Inc., March 28, 1997. • Revised SEPA checklist prepared by Mike Donahue, July 21, 1997 (Exhibit Q. • Boundary and topographic survey prepared by Warren Lay, January 1994. • Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. • Analysis of core and special requirements with basin summary prepared by Sound Engineering, Inc., November 4, 1997. M. ExHmrrs Exhibit A Reduced Scale Site Plan Exhibit B Vicinity Map Exhibit C Revised SEPA Checklist, 7/21/97 IV. EN mONMENTAL CHECI MIST The following lists the elements of the Environmental Checklist (Exhibit C), and a response to each consisting of: 1. Whether city staff concurs or does not concur with the applicant's response to the SEPA checklist item, or 2. City staff s additional comments or clarification to each checklist item. A. Background 1.2. 3. Concur with checklist. 4. A revised SEPA checklist was submitted on July 21, 1997. 5. Concur with checklist. Final Staff Evaluation Northshore Automotive Center Page 3 6. The project timing is slatted for the second quarter of 1997 according to the checklist. An average SEPA review timeline is 60 to 90 days following a complete checklist submittal. Permit review for the automotive center consists of the following elements: SEPA review; issuance of SEPA determination; a 15-day comment period; a 14-day appeal period; site plan approval; building permit review; building permit issuance; and associated inspections. 7. Concur with checklist. 8. The following environmental information has been submitted for this project: Preliminary Grading Drainage and Erosion Control Plans by Sound Engineering, Inc., March 28, 1997. Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May, 1997. Analysis of core and special requirements with basin summary prepared by Sound Engineering, Inc., November 4, 1997. 9. & 10. Concur with checklist 11. The proposed building contains 4,000 square feet for waiting rooms, storage, and repair bays on the main floor, and an 800 square foot office on the second floor for a total of 4,800 square feet. 12. Concur with checklist. B. Environmental Elements 1. Earth a. b. & c. Concur with checklist. d. e. & f. Concur with checklist. g. Concur with checklist. There is no established maximum lot coverage area for the use per Federal Way City Code (FWCC) Section 22-723, note 8. Instead, the buildable area is to be determined by other site development requirements- h. Concur with checklist. Final Staff Evaluation Northshore Automotive Center Page 4 2. Air a. Concur with checklist. In addition, short term effects to air quality will occur during construction and paving operations. Longer term impacts, due to vehicle emissions from future employees and customers, vary in level according to the amount of traffic generated in the future by the proposal. Construction activities (e.g., site preparation work), will contribute to a short term increase in local suspended particulate levels. Construction activity also contributes to carbon monoxide levels through the operation of construction machinery, delivery equipment and materials, and worker access to the site by automobile. These activities also involve emissions of hydrocarbons and oxides of nitrogen, potentially elevating the level of photochemical oxidants, such as ozone, in the ambient air. b. & c. Concur with checklist. Compliance with local, state, and federal air quality standards provides sufficient mitigation of these potential impacts. In addition, retention of existing trees and new site landscaping will provide filtering of suspended particulates. 3. Water a. 1.2. 3. 4. 5. & 6. Concur with checklist. b. 1 & 2. Concur with checklist. c.I. Concur with checklist. Corrections to the TIR are provided in the November 4, 1997, storm drainage requirements memorandum from Sound Engineering. 2. As with all paved, developed areas, the site will contribute some pollutants to ground and surface waters as these will be washed off by storm drainage across the site. Pollutants which accumulate on paved surfaces include heavy metals, petrochemicals, and other substances. Some of these pollutants will be separated out of the storm water runoff to a certain extent by installing a 62 lineal foot biofiltration swale. d. The proposed project, which proposes paving of all vehicular areas, does not meet the criteria for installing on -site detention as the increase in stormwater runoff is less than the 0.5cfs threshold for detention. As on -site detention will not be necessary, recommendations of the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound will not be required. Final Staff Evaluation Northshore Automotive Center Page 5 4. Plants a. Concur with checklist. b. The survey identifies 15 trees on the site that meet the FWCC definition of a significant tree. A significant tree is defined as 12 inches in caliper, 4% feet above the ground, in good health, and not a detriment to the community. Certain trees such as Red Alder, Poplars, and big leaf maples are exempt from this provision. The landscape plan indicated that seven of the significant trees will be retained. No replacement trees will be required in accordance with FWCC section 22- 1568(c)(1)(a). c. Concur with checklist. d. Protection techniques are required in accordance with FWCC Section 22- 1568(c)(2), and a retention planting plan is required. Pursuant to FWCC Article XVII, all required landscaping shall be installed before the issuance of a certificate of occupancy (CO) or final inspection. FWCC Section 22-1564(f) requires that at least 25 percent of new landscaping materials (i.e., plants, trees, and groundcover) consist of drought tolerant species. All developments are encouraged to include native Pacific Northwest and drought -tolerant plant materials. 5. Animals a. b. c. & d. Concur with checklist. 6. Energy and Natural Resources a. b. c. & d. Concur with checklist. 7. Environmental Health a. Concur with checklist. 1. & 2. Concur with checklist. Hazardous materials safety plans are the jurisdiction of the Fire Marshal's office with oversight by the Department of Ecology. b.I. & 2 Concur with checklist. In addition, the project site will be impacted by vehicular traffic noise from 21st Avenue SW, and adjacent residential lots. Final Staff Evaluation Northshore Automotive Center Page 6 3. Concur with checklist. In addition, all activity generated by the automotive repair use is directed to the south, away from residential land uses north of the property. The building is setback from the east property line approximately 100 feet. Between the building and this property line are a 15 foot wide trash recycling facility, five parking stalls, a driveway, interior parking lot landscape islands, and a 17 foot wide landscape buffer with type III landscaping. In addition, Type I landscaping (20 feet in width) will be provided along theF north side of the building as required by the FWCC landscape code. These vegetative buffers which are intended to visually screen the site also provide some buffering between the uses. 8. Land and Shoreline Use a. Current uses of the site and surrounding area include the following: Site: Vacant North: Residential West. Vacant South: Vacant East. Residential b. c. d. e. f. g. h. I. j. & k. Concur with checklist 1. Concur with checklist. In addition, the applicant has proposed a drop off canopy for vehicle drop off, picnic table, bike racks, and planters to meet the standards of FWCC Article XM Community Design Guidelines. 9. Housing a. b. & c. Concur with checklist. 10. Aesthetics a. b. & c. Concur with checklist. 11. Light and Glare a. b. & c. Concur with checklist. Lighting should be depicted on the site plan documents. d. In addition, FWCC 22-950 prohibits artificial surfaces from producing glare which annoys, injures, endangers the comfort, repose, health, or safety of persons; or in any way renders persons insecure in life or in the use of property. This will be reviewed with the building permit application. Final Staff Evaluation Northshore Automotive Center Page 7 12. Recreation a. b. & c. Concur with checklist. 13. Historic and Cultural Preservation a. b. & c. Concur with checklist. 14. Transportation a. The Federal Way Comprehensive Plan (FWCC), Transportation Map III-5 (Functional Classifications of Streets: Existing Designations) designates 21st Avenue SW as a principal arterial. b & c. Concur with checklist. d. FWCC Sections 22-1473 and 22-1474 require that the right-of-way abutting the property meet road standards of FWCC Section 22-15254. A principal arterial requires minimum right-of-way width of 100 feet, minimum paving width of 60 feet, vertical curbs, street lighting, and eight foot wide sidewalks with a minimum of six foot utility planting strip planted with street trees. The applicant requested a modification to these standards under FWCC Section 22- 1477. In an October 30, 1997 letter, the Public Works Senior Development Engineer modified the required improvements to the half street improvements along 21 st Avenue SW. These consist of widening of the pavement section by six feet, locating new curb and gutter, a six foot wide landscape strip, and an eight foot wide sidewalk twelve feet from the back of the existing curbing. Street lighting is also required. The area between the existing curb and the west face of the new sidewalk is to be landscaped as the landscape strip required for street improvements, with street trees. e. Concur with checklist. f. As proposed, the project generates 15 PM peak hour trips. However, surrounding intersections are not impacted by 10 or more PM peak hour trips when project trips are distributed to the adjacent intersections. In addition, there are no surrounding Transportation Improvement Projects (TIP) in the vicinity which would be impacted by the project. Public Works Traffic staff have, therefore, determined that a traffic impact analysis (TIA) is not required. Final Staff Evaluation Northshore Automotive Center Page 8 g. Measures include right-of-way street improvements as required by the FWCC. In a September 3, 1997 memorandum, Public Works Traffic staff stated that based on the existing accident rate on 21st Avenue SW and the trip generation of the proposed facility, the project does not trigger warrants for left turn lane or increased width of existing lanes. In addition, the proposed 30 foot wide driveway is determined adequate for two way ingress and egress and would accommodate the turning movements of tow trucks. 15. Public Services a. & b. Concur with checklist. Security related comments for lighting and fencing have been incorporated into the site plan. 16. Utilities a. & b. Concur with checklist. V. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment pursuant to the determination of nonsignificance (DNS). The DNS is based upon impacts identified within the environmental checklist, attachments, findings of fact, and the above "FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST APPLICAmN No. SEP97-0025," and are supported by plans, policies, and regulations formally adopted by Federal Way for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. The city reserves the right to review any future revisions or alterations to the site or to the proposal to determine the environmental significance or non -significance of the project. Prepared by: Deab Barker, AsGQcialte Planner Date: December 4, 1997 sTaff1etio&wueuVaeva.vn WL Imo} -- I •� - Ig3' AA o.3• rne. �a� ©® ' ,...............� rr. Qj .4900 54�FT 1L��ne is - o i �' _ � •-- °, raw �JS' � r •�ks? f p e 5d i 280.98' • . " F� i} �� r � /vlrfXli3?[lat $�0'P� eP: ivFt� -R�M'A SNhRe. �sE �" ` � ! Y�R.TlC�- 1�! I�•, 'NaR��oFi7.M• �S6C-/IoG,B � �":zG• { R,�,�p SN�LL No7 �'Rod1r 7'1 'Vri1140CkR VAY, `A" R u. TU IV ?A7r -5 .SNOW N MA sZM Op 9' x 38' U N ,7 i Site Plan Proposed Northshore Automotive Center • N N D Lj m k C j 1 bj ct Site SW 356th St. i 1 1 i Northshore Automotive Vicinity Map N CityMap Federal Way Exhibit B Note, This mapisintenisdforUse as a graphrcal re fadon only. The C?ty of Federal lNay makes no wsrrary as to i�racy. DEPARTMENT OF COMMUNITY DEVELOPMENTS ERVACW--r,�.� ;i�.5XE crmo- ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS This environmental checklist asks you to describe some basic information about our proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON -PROJECT PROPOSALS Complete this checklist for non -project proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Non -Project Actions. For non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area, respectively. EXH I IT PAGEOF 13 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY A. BACKGROUND 1. Name of proposed project, if applicable: Northshore Automotive Shop 2. Name of applicant: Michael Donahue 3. Address and phone number of applicant and contact person: Applicant address: 2100 SW 356th Federal Way Applicant phone: 206-838-9142 Contact Person: Timothy D. Holderman P.E. Contact Address: Sound Enigineering Inc. 1019 Pacific Avenue, Suite 906 Tacoma, WA 98402 (206)573-0040 fax: (206)573-0142 4. Date checklist prepared: April 10, 1997 5. Agency requesting checklist: City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): 2nd Qtr 1997 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. _ None known EXHUBIT C PAGEOF� 3 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit, Sewer Ext. Permit, Site Development Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Build a new 4000 sq. ft. building on a vacant 35,000 sq. ft. site. The planned use is an automotive and recreation vehicle engine repair service. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Location: 35406 21st Ave. SW Federal Way, WA 98023-3058 ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes; mountainous, other. b. What is the steepest slope on the site (approximate percent slope)? The overall slope of the site is approximately .5%. The steepest slope is found in the SE corner (6%). c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soils found on site are classifiied as Amc- Arent, Alderwood site soils are typical of soils found in the area (see the attached SCS 1973 soil survey information). d. Are there surface indications or history of unstable so' icinitdes o, 1F.140T PAGE 0E- L"� 4 describe. None noted e. Describe the purpose, type, and approximate quantities of any filling or grading pro- posed. Indicate source of fill. There will be a minimum amount of grading and excavation to facilitate the building foundation and utility installation. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Temporary erosion control measure approved by the City of Federal Way will be utilized during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 10,750 sq. ft. will be landscaped and 47 percent will be impervious. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. The temporary erosion control plan will conform to requirements of City of Federal Way stormwater regulations. 2. Aix a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial, wood smoke...) during construction and when the project is com- pleted? If any, generally describe and give approximate quantities if known. Automotive exhaust consisting of carbon monoxide and hydrocarbons would be released into the air. The amount differs with each type and year of vehicle. We are able to repair up to 6 vehicles at one time but again the amount of emissions will vary as all vehicles for repair may not be running. We plan to have an exhaust ventilation system in the shop area to vent the fumes to the outside should the doors be closed during repair hours. The vehicles in for repair should not cause any adverse odors and won't add anymore emissions to the air as they are already driving on our streets and creating emissions. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. None PAGE-4-OF �� `i 5 c. Proposed measures to reduce or control emissions or other impacts to air, if any. None proposed 3. WATER a. Surface. 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None known 2) Will the project require any work over, 4 or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Not applicable 3) Estimate the amount of fili and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None proposed 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. There will be no discharges to surface water. b. Ground. 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No groundwater will be withdrawn and no water will be discharged to groundwater. Stormwater to be discharged to City of Federal Way storm system. 2) Describe waste material that will be discharged into the ground from septic tanks or EXHIBIT � PAG E.5__ O �- A 0 other sources, if any (for example: domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. There will be no discharge of waste materials into the ground. C. Water Runoff (including storm water) 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The increase in stormwater runoff is less than the 0.5cfs threshold for detention -therefore detention is not proposed. (Preliminary TIR needs to be corrected, therefore this statement may change. Corrections to TIR calculations are necessary. 2) Could waste materials enter ground or surface waters? If so, generally describe. Waste material could enter ground or surface waters because of the nature of the business proposed. Oils and other contaminants could enter into the storm water system from the parking lot and work areas. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. Stormwater will be pretreated prior to discharge to the city storm system. All hazardous materials will be handled pursuant to DOE and City of Federal Way requirements. 4. PLANTS a. Check or circle types of vegetation found on the site. ❑ deciduous tree: alder, maple, aspen, other ❑ evergreen tree: fir, cedar, pine, other ❑ shrubs ❑ grass ❑ pasture ❑ crop or grain ❑ wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other ❑ water plant: water lily, eelgrass, milfoil, other ❑ other types of vegetation Blackberry bushes b. What kind and amount of vegetation will be removed or altered? All blackberry bushes and 8 significant trees (seven to be ratianed). Existing grasses and shrubs will be replace with drought tolerate plantings See the proposed landscape plan for details. When possible, existing trees were included in the landscape plan. EXHIBIT : C PAGE- OF-j3 r 7 c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Seven of the significant trees have been incorporated into the landscape plan. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site. birds: hawk, heron, eagle, songbirds, other - Crows mammals: deer, bear, ells, beaver, other fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so, explain. The site lies within the western flyway for migratory birds. d. Proposed measures to preserve or enhance wildlife, if any. Many of the significant trees will be saved and more will be planted. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Gas heating Electric cooling, lights and auto repair operations b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. co E�HII�li PAGE-4 OF V�o C 8 Thermal pane windows, 90% gas furnace, energy saving lighting. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The following hazardous wastes will be produced by our business: used tire casings, used battery cores, used antifreeze and used motor oil. 1. Used tire casings are picked up by a tire recycling company. 2. Used battery cores are picked up by our battery supplier and disposed of. 3. Used antifreeze is stored in barrels which are setting in containment bins in case of a puncture in the barrel. Then a recycler comes and pumps ou the barrels. 4. Used motor oil is stored in a double wall above ground tank until full and then a recycler comes and pumps out the tank. The tank is pumped 6 times a year. Both the antifreeze and the waste oil tanks are shown on the site plan at the east end of the- building under the awning nest to the dumpster area. 1) Describe special emergency services that might be required. None, because all hazardous materials will be handled according to an approved safety, handling and disposal plan. 2) Proposed measures to reduce or control environmental health hazards, if any. We will be using an above ground double walled waste oil tank which will be serviced by an approved and licensed waste oil disposal business. b. Noise. 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? The types of noises are: automobile engines, air compressor motor, air wrenches and tire machine. Considering the buffer of trees and the concrete walls and the fact that the building openings are facing away from the residential neighbors these noises should have little or no effect. The hours of operation are Sam to 5 pm Monday thru Saturday which is when most people will be at school or work as well. The glass will be insulated in the entire building. 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction operation, other)? Indicate what hours noise would come from the site. EXH'FBIT PAGE-Z... P 13 9 On a short term basis there will be some construction noise. On a long term basis there will be limited noise generated from the automotive repair business. 3) Proposed measures to reduce or control noise impacts, if any. Building to be faced away from residential uses and the building will have concrete walls which will serve to pervent noise outside the building. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently vacant . The properties to the north and east are residential. The properties to the west and south are vacant commercial land. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No structures will be demolished. e. What is the current zoning classification of the site? Neighborhood Business f. What is the current comprehensive plan designation of the site? Neighborhood Business g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not aware of any enviromental constraints. i. Approximately how many people would reside or work in the completed project? EXHIBIT � PA '' E q- O F �� A 1101 Six j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any. None 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Follow City of Federal Way land use codes and design standards. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any. None 10. AE=T cs a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The proposed building will be 22 feet tall and will be constructed with steel and concrete. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any. �AH101T I�AC'aEJ0_.OF.JL',�_ 11 Incorportate existing significant trees into the landscape plan of trees and meet City of Federal Way design standards. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The parking lot will have 2 light poles 20' tall, 1 in the center of the turn around planter in the rear parking area and 1 in the SW corner of the front parking area. They will be box style down lighting fixtures. The south end of the building and the west end of the building will be provided with light from the building signs. The drive thru canopy will have florescent lights recessed inside the rafters. All residential sides of our property will have a 100% treed landscape screen and this should block light from our neighbors. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any. Parking lot lighting will be directed toward the interior of the site. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? There are serveral public parks and golf courses in the vicinity. b. Would the proposal displace any existing recreational uses? If so, describe. QM c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, nation, state, or local preser- vation registers known to be on or next to the site? If so, generally describe. No HUGHT 12 b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Not applicable c. Proposed measures to reduce or control impacts, if any. Not applicable 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system Show on site plans, if any. The property fronts on 21st Ave. S.W.. Access will be off 21st. Ave. S.E. at the existing access drive. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes, there is Metro bus stop across street from site. c. How many parking spaces would the completed project have? How many would the project eliminate? Seventeen parking stalls have been proposed and none will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). None proposed e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transporta- tion? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. According to the ITE manual land use code 840, approxumately 15 trips are generate during pm peak hours. Throughout the day we expect 100 to 120 trips. The trips will occur throughout the day during business hours. g. Proposed measures to reduce or control transportation impacts, if any. PAGF I?e nF m 13 None proposed 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There will be no extraordinary increase in demand for public servicec. b. Proposed measures to reduce or control direct impacts on public services, if any_ None 16. UTn.. ms a. Circle utilities currently available at the site: electricitv._natural gas. water, refuse service, telephone, sanitary server, septic system, other (please list). b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity - Puget Power Gas - Washington Natural Gas - tap in street Phone - US West - on -site Refuse - Federal Way Disposal Sewer - Lakehaven - sewer extention on -site Water - Lakehaven - water tap in street for fireflow C. SIGNATURE _ The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. A SIGNATURE: DATE SUBMITTED: -7 — 2-1— q 3oVI5ED 6/25/97 LAH ' [T FAGS 13 -OF_ PROJECT LOG Preapplication Meeting Completed MAX DATE DATE REVIEW REVIEW TASK OUT IN DAYS DAYS Application Received �5I /21 28 -additional information / �� T12A I G 7- 14 -additional information 14 -additional information 14 -additional information 14 Letter of Completeness Issued: Notice of Application Deadline: Issued: TASK DEPT IN OUT DAYfS�, -additional information , f -additional information -additional information -additional information n -additional information -additional information 1 -additional information '� t " 1 3% -additional information1� -additional information -additional information TASK -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information -additional information Staff Report/Decision Hearing Examiner Hearing LUTC Meeting City Council Meeting d11:1724log.wp DEPT IN OUT DAYS •SOUND ENGINEERING, INC. civet • structurai engineers • iana piarmers Letter of Transmittal Project No. 97108.10 TO: Deb Barker Project Name: Northshore Auto. City of Federal Way Regarding: Plans 33530 1 sf Way South Federal Way, WA 98003 Date: 2/24/98 WE ARE SENDING: NO. COPIES DATE NO. DESCRIPTION 1 2/24 Site Plan 1 Utility and Grading Plan THESE ARE TRANSMITTED: FOR REVIEW AND COMMENT RrVIS"'ON DATE C: FILE FEB 2 5 1998 CHRON 1019 Pacific Avenue, Suite 906 a Tacoma, WA 98402 a (253) 573-0040 o FAX (253) 573-0142 soundVorms\sound. blank.letterof. doc MEMO To: Julie Venn From: Deb Barker Subject: Northshore Automotive SPR revisions Date: February 18, 1998 We received the attached revisions from Tim Holderman on 2/17/98. Looks like his firm is doing the site plan drawings now, for which I am grateful. Question for you: Tim's February 10, 1998 letter asserts that you have said that engineering issues can be dealt with in the building permit submittal. Does this include the requested revision of the Level I downstream analysis as referenced in item #4 of my January 28, 1998 letter (enclosed)? Can this wait for the building permit? Please advise. Any other comments? Otherwise, with some redlining and tweaking, I will issue site plan approval for this project. -- — Thanks - Deb l��lzv' w/ CITYJFAC�- 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-620110 Mr. Michael Donahue January 28 1998 Northshore Automotive 2100 SW 356th Street L. F. Federal Way, WA 98023 I RE: ADDITIONAL INFORMATION REQUESTED — Northshore Automotive Center Federal Way File No. UPR97-0021— 346506 - 21st Avenue SW, Federal Way Dear Mr. Donahue: The Planning Division and Public Works Department have completed the technical review of the proposal to construct an automotive and RV engine repair shop in Federal Way. A SEPA Mitigated Determination of Nonsignificance (MDNS) was issued on December 12, 1997. The following comments must be addressed prior to continuation of site plan review. Comments which relate to building permit requirements are provided at the end of the letter. Parallel Parking Stalls — As depicted, vehicles entering or exiting the parallel parking stalls south of the bay doors intrude into the proposed pedestrian corridor and assessable parking stall route of travel. In order to avoid pedestrian and vehicular conflict, the parallel parking stalls must be relocated seven feet to the east. This creates room for a landscape aisle which would separate the pedestrian corridor from vehicles maneuvering into or out of the parallel stalls. In addition, a landscape island should be depicted at the east side of the parallel parking stalls to define the end of the parking area and prevent cars from parking in the vehicle maneuver area per Federal Way City Code (FWCC) Sections 22-1567(c)(1) and (c)(2). The minimum width of landscape islands is six feet per FWCC Section 22-1567(c). 2. Drive Aisle Standards — Verify that all parking stalls, driving aisles, and driveways meet all design standards of the enclosed parking lot design criteria table. Landscape Modification — FWCC Section 22-1566(e) requires five feet of type III landscaping around the non-residential perimeters of the site. Submitted plans depict a pedestrian corridor north of the driveway in -lieu of required landscaping. In addition, the significant tree proposed to be retained in this area could be impacted by the proposed sidewalk and driveway, and the tree roots could be damaged. It is recommended that the sidewalk and driveway be moved south so that the significant tree is not impacted. Mr. Michael Donahue January 28, 1998 Page 2 A landscape modification request must be submitted for the city to consider eliminating the perimeter landscaping required at the northwest of the site in accordance with FWCC Section 22-1570. The written request must reflect the criteria of FWCC Section 22-1570(b) through (f), and a plan marked Landscape Modification Plan must be submitted per FWCC Section 22-1570(h). 4. Daw wream Analysis— The Level 1 downstream analysis needs to be revised to provide mapping 4the system and incorporate use of the off -site drainage system table. Please see the enclosed table. 5. Storage Screening — FWCC Section 22-723, note #5, states that vehicle storage areas shall be fully screened per FWCC Section 22-1111. This requires that a minimum six-foot high solid screening fence, or other appropriate screening approved by the Director of Community Development Services, be installed around the outside edges of the area devoted to the outdoor use, activity, or storage. Please provide a sketch or diagram which details the proposed screening material between the storage parking on the east side of the site and other portions of the site. As discussed in the preapplication meeting, chain link fencing with slats is not considered solid enough to meet the screening requirement. 6. Plan Consistency — The civil plans depict two accessible parking stalls, while the site plan only depicts one. Parking stall information must be consistent on all plans. 7. PavingMaterials — The pedestrian corridors shall be delineated with a different material than asphalt in accordance with FWCC Section 22-1634(d)(2). Please revise the plans to reflect an approved method of delineation. Striped asphalt is not an acceptable delineation. 8. Trash Recycling — A landscape island is proposed south of the trash/recycle area according to the landscape and elevation drawings. However, the island is not depicted on the civil or site plans. Please revise the plans to depict consistent information. In addition, denote the entrance openings to the trash/recycle area. 9. Public Works SPR Checklist — The comments made on the enclosed Public Works SPR Checklist need to be reflected on the final site plan review documents and plans. These plans may also be used for the building permit application which may be made at any time. Please submit two plan review sets and one TIR for review by the Public Works Department for site plan approval. Five copies of the plan sets and two TIRs must be provided with the building permit application. 10. Right -of -Way Modification — You submitted a request for right-of-way modifications in a January 21, 1997, letter (the letter was received May 12, 1997). The Public Works Department responded to the modification request in an October 23, 1997, letter. You then requested a re -consideration of the street improvements in a letter received on November 18, 1997. The final modification consideration for street improvments by the Public Works Department is contained in the enclosed letter of December 15, 1997. 11 Mr. Michael Donahue January 28, 1998 Page 3 0 Building Permit — To date, a building permit application has not been submitted. A building permit application and commercial construction handout is enclosed. The following information must be provided or depicted with the building permit application when submitted. A. The topography survey shows a conflict at the southeast property corner of this property. This conflict may pose a problem with the adjoining property owners and must be resolved prior to issuing a building permit on this project. B. The storm drainage calculations have been revised to reflect paving of the entire parking area. The acreage used for impervious area as shown in the calculations have been changed and the detention threshold revised. However, the text in the downstream analysis does not reflect this change. The final TIR must be revised to incorporate the calculation changes. C. Roof drainage should be routed into an infiltration system if the soils are feasible for this application. Page 10, item 6.0 of the TIR needs to address the soils type and infiltration rate available. If infiltration is feasible, then include design and details on the engineering plans for the roof drainage system. D. A final landscape plan based on any modification approvals must be submitted. With this letter, the time line for project approval has stopped. The clock will re -start when we determine the additional information submitted by you satisfies this request for additional information, or 14 days after the additional information has been submitted to the city, whichever comes first. Please contact me at (253) 6614103 or Julie Venn at (253) 6614125 if you have any questions or if we can be of assistance. Sincerely, ON& IOIF =1- Deb Barker Associate Planner enc: PW Site Plan Review Comments FWCC Section 22-1634(d) Table - Parking Stalls FWCC Section 22-1111 Modification Request Responses FWCC Section 22-1570 c: Julie Venn, Public Works Engineer Timothy Holderman, Sound Engineering, Inc., 9709. - 124th Street East, Puyallup, WA 98373 File .pr\com«cal\northautwopeiok2m co �I, RECEIVED BY NITY DEVELOPMENT DEPARTMENT ( FEB 17 1998 • SOUND ENGINEERING, INC. • 4 Letter of Transmittal TO: Deb Barker Associate Planner City of Federal Way 33530 1st Way South Federal Way, WA 98003 WF ARF SENDING' civil • structural engineers • land planners Project No. 97108.10 Project Name: Northshore Automotive Regarding: Site Plan Approval Date: February 10, 1998 NO. COPIES DATE NO. DESCRIPTION 2 2/98 Updated Site Plan and preliminary utility am Gate detail Landscape plan for driveway area THESE ARE TRANSMITTED: FUK AVVKUVAL We have addressed all site plan related comments as outlined in your January 28, 1998 letter to Mike Donahue. As a result of discussions with Ms. Julie Venn we have not addressed engineering related comments. Ms. Venn has indicated that the engineering issues could be addressed during the building permit review phase. Our goal at this time is obtain site plan review approval, once that's accomplished then we will submit the completed building permit package. In addition, we are requesting a landscape modification from the required 5' landscape strip in the northwest corner of the site. Sidewalk is proposed in this area adjacent to the driveway. This allows the driveway to be as far north away from an existing driveway to the south as possible. Keeping the driveway to the north conforms with the stated preference of Ms. Julie Venn required during the preliminary phases of this project. Please note that the fencing around the perimeter of the storage area will be constructed of a 6' cedar fence, in addition, the gated fence at the entrance of the storage area will be a cyclone fence with slats that have zero visibility. We have attached a detail of the proposed gated fencing for your convenience. 1019 Pacific Avenue, Suite 906 • Tacoma, WA 98402 ■ (253) 573-0040 ■ FAX (253) 573-0142 soundlfbrmslsound.barker.letterof.doc Lastly, we have revised the site plan as well as the preliminary storm, grading and utility plans. I hope this satisfies your requirements, if not, please give us a call for further modification. Thank you for your help. Sincerely, Timothy D. Holderman, P.E. C: FILE Mike Donahue 1019 Pacific Avenue, Suite 906 • Tacoma, WA 98402 • (253) 573-0040 • FAX (253) 573-0142 soundlforms\sound.barker.letterof.doc Northshore BP 2100 SW 356th Federal Way, WA 98023 952-2330 or838-9142 Your One Stop Auto Center February 18, 1998 City of Federal Way Deb Barker Re: Northshore Automotive Dear Deb, Enclosed is a brochure on the 100 % screen for the gates of the storage area. The only part that appears to have a gap is the point where the gates meet. We plan to have sliding gates that overlap with the cedar fence on each side. Again , I want to emphasize that this gate is 200+ feet from 21st Ave SW and the only time the gate will be shut is during night time hours while we are closed. We will have a 2 foot landscape mound & 24" of landscaping along 21st Ave SW. We think that this should meet the code for 100% screening of a storage area. Sincerely, Michael J Donahue RECEIVEC BY mil, UNF(y DEVELOPMENT DEPARTMEW FEB 18 1998 L Davidson Plastics ni Fence Co. .D. Ea: xao OrUng, ww FENCE PRODUCTS Missing Link Complete Privacy for Chain Link Fence Fence Co. 0•4• BOx 1,01 along, WE Expect quality, innovation and service from Davidson Plastics Missing Link is completly private... Both front... Missing Link is easy to install... Step 1. Snap the channel onto the wire ridge of the fence , 4 A # 04* GREY ...and Back Step 2. Trim pieces at the end WHITE Missing Link is.... • Universal for 11 and 9 gauge wire • Graffiti easily removed • Covered by a limited 10 year warranty • Available in three colors; White, Beige, and Grey • Packaged in 10 linear foot bags • Made from durable exterior grade vinyl Step 3. r Snap pinch clips into the back of the channel BEIGE DAVIDSON PLASTICS CORPORATION 18726 East Valley Hwy. Kent, Washington 98032-9945 (206) 251-8140 / Fax (206) 251-8303 / 800 822-7528 > Authorized Dealer: _ A WA L7 ,N 0 • SOUND ENGINEERING, INC. - civil • structural engineers • land planners Letter of Transmittal Project No. 97108.10 TO: Deb Barker Project Name: Northshore Automotive Associate Planner Regarding: Site Plan Approval City of Federal Way Date: February 10, 1998 33530 1st Way South Federal Way, WA 98003 WE ARE SENDING: NO. COPIES DATE NO. DESCRIPTION 2 2198 Updated Site Plan and preliminary utility and grading plan Gate detail Landscape plan for driveway area THESE ARE TRANSMITTED: FOR APPROVAL We have addressed all site plan related comments as outlined in your January 28, 1998 letter to Mike Donahue. As a result of discussions with Ms. Julie Venn we have not addressed engineering related comments. Ms. Venn has indicated that the engineering issues could be addressed during the building permit review phase. Our goal at this time is obtain site plan review approval, once that's accomplished then we will submit the completed building permit package. In addition, we are requesting a landscape modification from the required 5' landscape strip in the northwest corner of the site. Sidewalk is proposed in this area adjacent to the driveway. This allows the driveway to be as far north away from an existing driveway to the south as possible. Keeping the driveway to the north conforms with the stated preference of Ms. Julie Venn required during the preliminary phases of this project. Please note that the fencing around the perimeter of the storage area will be constructed of a 6' cedar fence, in addition, the gated fence at the entrance of the storage area will be a cyclone fence with slats that have zero visibility. We have attached a detail of the proposed gated fencing for your convenience. 1019 Pacific Avenue, Suite 906 . Tacoma, WA 98402 • (253) 573-0040 + FAX (253) 573-0142 sound\forms\sound.barker.lefterof.doc Lastly, we have revised the site pl»/an as well as the preliminary storm, grading and utility plans. I hope this satisfies your requirements, if not, please give us a call for further modification. Thank you for your help. Sincerely, Timothy D. Holderman, P.E. C: FILE Mike Donahue 1019 Pacific Avenue, Suite 906 c Tacoma, WA 98402 ■ (253) 573-0040 • FAX (253) 573-0142 sound\forms\sound.barker.letterof.doc 1. o�li�i�w4ion or v q PZ ® 1*/'c.N I'S"4-EXPIrl „oino mmn in.%G IIAV %r.1RR1d129 CTTY OF FEDERAL WAY WJuul UG/ loi av na.L iv. �. � ..........� ate_.. ---- xe TX REPORT TRANSMISSION OR TX/RX NO 0988 CONNECTION TEL 92535730142 CONNECTION ID ST. TIME 02/18 10:23 USAGE T O1'58 PGS. 3 RESULT OR C 0 V E R -- FAX S H E E T To: Tim Holderman Fax #: (253) 573-0142 From: Deb Barker Phone: (253) 661-4103 Subject: Northshore Automotive Parking stall ideas Date: February 18, 1998 Pages: 3 , including this cover sheet. COMMENTS Here is my drawing on the parallel parking stall layout from the January letter. Note that this was on 6 parking stalls while your revisions only depicts 5. I leave it your call as parking requirements is case by case basis. I do suggest a landscape island at the end of the parallel parking stalls instead of the 8'x15' area because cars will want to park there no matter the size. Please call if you have any questions. Thanks so much for taking this on. Regards - Deb Mayor Ron Gintz City Manager Kenneth E. Nyberg Council Members Jeanne Burbidge Jack Dovey Mary Gates Linda Kochmar Michael Park Phil Watkins City of Federal Way 33530 First Way South Federal Way, WA 98003 253-661-4000 Fax: 253-661-4129 u1 . o CV- j n ik tv 'Q � a z Q4 VI . or ID r MEMO To: Julie Venn From: Deb Barker �J Subject: Northshore Automotive SPR revisions Date: February 18, 1998 We received the attached revisions from Tim Holderman on 2/17/98. Looks like his firm is doing the site plan drawings now, for which I am grateful. Question for you: Tim's February 10, 1998 letter asserts that you have said that engineering issues can be dealt with in the building permit submittal. Does this include the requested revision of the Level I downstream analysis as referenced in item #4 of my January 28, 1998 letter (enclosed)? Can this wait for the building permit? Please advise. Any other comments? Otherwise, with some redlining and tweaking, I will issue site plan approval for this project. Thanks - Deb CITY OFI'AC.-- �YwVd=r5lo.- 33530 1 ST WAY SOUTH (253) 661-4000 FEDERAL WAY, WA 98003-6210 Mr. Michael Donahue January 28 1998 Northshore Automotive 2100 SW 356th Street IF I L. e Federal Way, WA 98023 RE: ADDITIONAL INFORMATION REQUESTED — Northshore Automotive Center Federal Way File No. UPR97-0021— 346506 - 21st Avenue SW, Federal Way Dear Mr. Donahue: The Planning Division and Public Works Department have completed the technical review of the proposal to construct an automotive and RV engine repair shop in Federal Way. A SEPA Mitigated Determination ofNonsignificance (MDNS) was issued on December 12, 1997. The following comments must be addressed prior to continuation of site plan review. Comments which relate to building permit requirements are provided at the end of the letter. Parallel Parking Stalls — As depicted, vehicles entering or exiting the parallel parking stalls south of the bay doors intrude into the proposed pedestrian corridor and assessable parking stall route of travel. In order to avoid pedestrian and vehicular conflict, the parallel parking stalls must be relocated seven feet to the east. This creates room for a landscape aisle which would separate the pedestrian corridor from vehicles maneuvering into or out of the parallel stalls. In addition, a landscape island should be depicted at the east side of the parallel parking stalls to define the end of the parking area and prevent cars from parking in the vehicle maneuver area per Federal Way City Code (FWCC) Sections 22-1567(c)(1) and (c)(2). The minimum width of landscape islands is six feet per FWCC Section 22-1567(c). 2. Drive Aisle Standards — Verify that all parking stalls, driving aisles, and driveways meet all design standards of the enclosed parking lot design criteria table. Landscape Modification — FWCC Section 22-1566(e) requires five feet of type III landscaping around the non-residential perimeters of the site. Submitted plans depict a pedestrian corridor north of the driveway in -lieu of required landscaping. In addition, the significant tree proposed to be retained in this area could be impacted by the proposed sidewalk and driveway, and the tree roots could be damaged. It is recommended that the sidewalk and driveway be moved south so that the significant tree is not impacted. Mr. Michael Donahue January 28, 1998 Page 2 A landscape modification request must be submitted for the city to consider eliminating the perimeter landscaping required at the northwest of the site in accordance with FWCC Section 22-1570. The written request must reflect the criteria of FWCC Section 22-1570(b) through (f), and a plan marked Landscape Modification Plan must be submitted per FWCC Section 22-1570(h). 4. Downstream Analysis— The Level 1 downstream analysis needs to be revised to provide mapping of the system and incorporate use of the off site drainage system table. Please see the enclosed table. S. Storage Screening — FWCC Section 22-723, note #5, states that vehicle storage areas shall be fully screened per FWCC Section 22-1111. This requires that a minimum six-foot high solid screening fence, or other appropriate screening approved by the Director of Community Development Services, be installed around the outside edges of the area devoted to the outdoor use, activity, or storage. Please provide a sketch or diagram which details the proposed screening material between the storage parking on the east side of the site and other portions of the site. As discussed in the preapplication meeting, chain link fencing with slats is not considered solid enough to meet the screening requirement. 6. Plan Consistency — The civil plans depict two accessible parking stalls, while the site plan only depicts one. Parking stall information must be consistent on all plans. 7. PavingMaterials — The pedestrian corridors shall be delineated with a different material than asphalt in accordance with FWCC Section 22-1634(d)(2). Please revise the plans to reflect an approved method of delineation. Striped asphalt is not an acceptable delineation. Trash Recycling — A landscape island is proposed south of the trash/recycle area according to the landscape and elevation drawings. However, the island is not depicted on the civil or site plans. Please revise the plans to depict consistent information. In addition, denote the entrance openings to the trash/recycle area. 9. Public Works SPR Checklist — The comments made on the enclosed Public Works SPR Checklist need to be reflected on the final site plan review documents and plans. These plans may also be used for the building permit application which may be made at any time. Please submit two plan review sets and one TIR for review by the Public Works Department for site plan approval. Five copies of the plan sets and two TIRs must be provided with the building permit application. 10. Right -of -Way Modification — You submitted a request for right-of-way modifications in a January 21, 1997, letter (the letter was received May 12, 1997). The Public Works Department responded to the modification request in an October 23, 1997, letter. You then requested a re -consideration of the street improvements in a letter received on November 18, 1997. The final modification consideration for street improvments by the Public Works Department is contained in the enclosed letter of December 15, 1997. Mr. Michael Donahue January 28, 1998 Page 3 Building Permit — To date, a building permit application has not been submitted. A building permit application and commercial construction handout is enclosed_ The following information must be provided or depicted with the building permit application when submitted. A. The topography survey shows a conflict at the southeast property corner of this property. This conflict may pose a problem with the adjoiningroe p p• prior to issuing a building permit on this project. property owners and must be resolved B. The storm drainage calculations have been revised to reflect paving of the entire parking area. The acreage used for impervious area as shown in the calculations have been changed and the detention threshold revised. However, the text in the downstream analysis does not reflect this change. The final TIR must be revised to incorporate the calculation changes. C. Roof drainage should be routed into an infiltration system if the soils are feasible for this application. Page 10, item 6.0 of the TTR needs to address the soils type and infiltration rate available. if infiltration is feasible, then include design and details on the engineering plans for the roof drainage system. D. A final landscape plan based on any modification approvals must be submitted. With this letter, the time line for project approval has stopped. The clock will re -start when we determine the additional information submitted by you satisfies thus request for additional information, or 14 days after the additional information has been submitted to the city, whichever comes first. Please contact me at (253) 661-4103 or Julie Venn at (253) 661-4125 if you have any questions or if we can be of assistance. Sincerely, Deb Barker Associate Planner enc: PW Site PIan Review Comments Table -Parking Stalls FWCC Section 22-1634(d) Modification Request Responses FWCC Section 22-1111 FWCC Section 22-1570 c: Julie Venn, Public Works Engineer Timothy Holderman, Sound Engineering, Inc., 9709 - 124th Strcct East, Puyallup, WA 98373 File ffprkomercellnorthe ut\etopclold]t, interoffice MEMORANDUM Federal Way Del2t. of Public Works Development Services Division To: Deb Barker From: Julie Venn Subject: North Shore motive Repair, LTPR97-0021 -35406 21st Ave SW Date: January 23, 1998 The Public Works Department completed the third review of the documents submitted for the site plan process. The following items need to be addressed prior to approvals: SIte Plan L . The comments made on the attached SPR checklist need to be reflected on the final site plan review documents and plans. These plans may also be used for the building permit application which may be made at any time. Please submit two plan sets and one TIR for review by the Public Works Department. Check with the building and planning departments for the correct number of plan sets needed by each department for complete building application submittal. 2. The Level 1 downstream analysis need to be revised: Provide mapping of the system and use the off -site drainage system table, attached. 3. Verify that all parking stall and driving aisles meet all design standards. See attached Table. 4. The applicant submitted a request for modification letter dated January 21, 1997, received May 12, 1997. The Public Works Department responded October 23, 1997. The applicant has requested a re -considerations of the street improvements by letter received November 18, 1997. See the attached letter for final modification consideration for street improvments by the Public Works Department. Building Permit 1. The topography survey shows a conflict at the southeast property corner of this property. This conflict may pose a problem with the adjoining property owners and must be resolved prior to issuing a building permit on this project. 2. The storm drainage calculations have been revised to reflect the paving of the entire parking area. The acreage used for impervious area as shown in the calculations have been changed and the detention threshold revised. However, the text in the downstream analysis does not reflect this change. The final TIR must be revised to incorporate the calculation changes. 3. Roof drainage should be routed into an infiltration system if the soils are feasible for this application. Page 10, item 6.0 needs to address the soils type and infiltration rate available. If infiltration is feasible then include design and details on the engineering plans for the roof drainage system. L:\PRMSYS\DOCUMENT\UPR97-00.21\PW120497.DOC -COY F�r� P. bwi c� c��ri_ a, � sip s ions > interoffice M E M G R A N D U M to: Deb Barker, Julie Venn from: Hazem El-Assar Y-E. subject: Northshore Automotive Revisions (SEP97-0025, UPR97-0021) date: January 20, 1998 Based on my review of the revised plan dated December 5, 1997, recreational vehicles turning path was found feasible within the proposed site and the site plan was stamped by a Washington registered Professional Engineer. Therefore, all traffic related comments were addressed and the site plan may be approved. Review time: 30 minutes L:\PRMSYS\DOCUMENT\UPR97 00.21\TR012098.DOC r• ! . •ter o y �n,� 5� Mks nu, 4 i r .,� '.��• � , 1�•.5' 1a•S' Jai E�.Sia5' EoS. .moo 280. 916 *11)A Ski �� o P7 � u t�l3 R.4A? '15 � T3L5: POP-'�O.Fi7A>�• I 1 ? i R U, ?'u RED T'q�",�S �NoW IJ 13k5.E�2 OM 9` December 15, 1997 Mr. Mike Donahue Northshore BP 2100 SW 356th Street Federal Way, WA 98023 Re: Right -of -Way Improvements for Northshore Automotive Request for ReconsWemdon Dear Mr. Donahue: The Public Works Department is in receipt of your letter dated November 10, 1997 requesting the City waive right-of-way requirements, i.e., road widening, street trees, street lighting, etc. I�lis is based on your understanding that during the preapplication process, you were told that no right -of --way improvements would be required. According to the attached page from the City's response to the pre -application submittal, highlighted Item 4 lists improvements required along subject property per the Federal Way City Code (FWCC). Listed items include road widening, installation of a utility/landscape strip, street Iighting and trees, and sidewalks. Highlighted Item 5 states that the applicant may submit a request for modification to these standards. Our records show that the City issued a decision on your request for modification on October 30, 1997. In the decision, the City partially granted your request and required improvements along your street frontage only and not along both sides of the street. We have reconsidered your request for modification as submitted, however, the decision issuer! on October 30, 1997 still applies. As such, a formal application shall include civil engineering drawings which depict requirements listed in the letter. If you have any questions, please call me at (253) 661-4130, or Julie Venn at (253) 661-4125. Sincerely, CARY M. ROE, P.E. Public Works Director CMR jd Enclosure: Copy of Requirements attached to Preapplication Response cc: Julie Venn, Engineering Plans Reviewer Project File Day File L:\PRMSYS\DOCUMENT\UPR97-00.21\PWI21697.DOC December 15, 1997 Mr. Mike Donahue Northshore BP 2100 SW 356th Street Federal Way, WA 98023 Re: Right -of -Way Improvements for Northshore Automotive Request for Reconsideration Dear Mr. Donahue: The Public Works Department is in receipt of your letter dated November 10, 1997 requesting the City waive right -of --way requirements, i.e., road widening, street trees, street lighting, etc. This is based on your understanding that during the preapplication process, you were told that no right-of-way improvements would be required. According to the attached page from the City's response to the pre -application submittal, highlighted Item 4 lists improvements required along subject property per the Federal Way City Code (FWCC). Listed items include road widening, installation of a utility/landscape strip, street lighting and trees, and sidewalks. Highlighted Item 5 states that the applicant may submit a request for modification to these standards. Our records show that the City issued a decision on your request for modification on October 30, 1997. In the decision, the City partially granted your request and required improvements along your street frontage only and not along both sides of the street. We have reconsidered your request for modification as submitted, however, the decision issued on October 30, 1997 still applies. As such, a formal application shall include civil engineering drawings which depict requirements listed in the letter. If you have any questions, please call me at (253) 661-4130, or Julie Venn at (253) 661-4125. Sincerely, CARY M. ROE, P.E. Public Works Director CMRJd Enclosure: Copy of Requirements attached to Preapplication Response cc: Julie Venn, Engineering Plans Reviewer Project File Day File L:\PRMSYS\DOCUMIENT\UPR97-00.21\PW121697.DOC MEMORANDUM OF REVISION DATE: December 8, 1997 TO: Julie Venn, Engineering II Plans reviewer Hazem El Assar, Assistant Traffic Engineer FROM: Deb Barker, Associate Planner RE: NORTHSHORE AUTOMOTIVE REVISIONS, SEP 97-0025, UPR 97-0021 Attached please find a revised Site Plan for the Northshore Automotive Center. Site plan corrects the square footage to 4,800 sq ft, continues Mobile Home travel to 21st SW, plans are stamped by and engineer and highlights the largest mobile home used for calculations. Please add this to your file. SEPA is being issued this week, and this information will be needed for site plan approval. Is the information adequate for your review purposes`' Please advise by January 20, 1998. Thanks BP OIL December 5, 1997 Project: Northshore Automotive Re: Site plan corrections 1. change sq footage to 4800 sq ft 2. continue MH travel out to 21st ave SW 3. plans stamped by engineer li, a;' fflf HOlewxw Northshore BP 2100 SW 356th Federal Way, WA 96023 952-2330 or636-9142 Your One Stop Auto Center REVISION DATE DEC 0 5 1997 UP�� ()ruSEPQ� �ootS MEMORANDUM OF REVISION DATE: November 12, 1997 TO: Julie Venn, Engineering H Plans reviewer Rick Perez, Traffic Engineer p FROM: Deb Barker, Associate Planner 92'� RE: NORTHSHORE AuTomouvE REVISIONs, SEP 97-0025, UPR 97-0021 Attached please find a revised Site Plan and 4fiiF-Worthshore Automotive Center. Site plan appears to depict RV turn paths, show paved areas and discusses maximum slope of curb ramps. , , - -the St repo or a prof ect. Please add this to your file as we are needing to issue the SEPA decision as soon as possible. Thanks • S D UND ENGINEERING, INC. • civil engineers • land planners Letter of Transmittal TO: Mike Donahue WE ARE SENDING: NO. COPIES I DATE 1 NO. I DESCRIPTION 2 11/10 5 SETS THESE ARE TRANSMITTED: C: FILE CHRON Project No. 97108.10 Project Name: Northshore Automotive Repair Regarding: Plans & Report Date: 11 /10/97 STORM DRAINAGE, EROSION AND SEDIMENTATION CONTROL REPORT BLUEPRINTS, SHEETS Cl-C4 FOR REVIEW AND COMMENT REVIS1ON DATE N 0V 12 1997 1019 Pacific Avenue, Suite 906 • Tacoma, WA 98402 ■ (206) 573-0040 • FAX (206) 573-0142 sound\forms\sound.blank.letterof.doc MEETING RECORD Public Works Department - Development Services I 'Sion Date _ I CoJ "-D `7 �;.;�• • j ;:.�f='..�. ' •�l'j.:� FAX' ': i^Itla;�r;v�sy�.,,,',�i.i�j�r�c�yai. � •'ra Meeting with. %[ r� s Tel. No. Company Sub j ect: - - =Iwf m l-�ta�SIL -4: Attended by: Summary of Communication j t Action Required -7io-.tom ft' �.��`a1i/,i. _. .•fir' � - .. r.., . �; devre loificelphone.lag fi Y=02/17/97 S�f'.�S +f�l�7t�r ;��F"� ,'',.. '!�':".yr�. .•.. �' �.+.•y� -T, ,k . +• k f _ , - V ol 10/ 7/97 page 2 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm event -_-___--_._--_-__----------====BASIN SUMMARY 7 BASIN ID: a4 NAME: 2yr post SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 2.10 inches AREA..: 0.26 Acres TIME INTERVAL....: 10.00 min CN....: 87.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.54 Acres CN..... 98.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.29 cfs VOL: 0.11 Ac-ft TIME: 470 min BASIN ID: a5 NAME: 10yr post SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 2.95 inches AREA..: 0.26 Acres TIME INTERVAL....: 10.00 min CN....: 87.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.54 Acres CN..... 98.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.43 cfs VOL: 0.16 Ac-ft TIME: 470 min BASIN ID: a6 NAME: 100yr post SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 4.20 inches AREA..: 0.25 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TIME OF CONC.....: 3.87 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.55 Acres CN..... 98.00 TcReach - Sheet L: 225.00 ns:0.0110 p2yr: 2.00 s:0.0100 PEAK RATE: 0.65 cfs VOL: 0.24 Ac-ft TIME: 470 min REVISION DATE NOV 0 6 1997 10/ 7/97 page 1 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm event BASIN SUMMARY BASIN ID: al NAME: 2yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 2.10 inches AREA..: 0.80 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 66.92 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 55.00 ns:0.2400 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.2400 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 2.00 s:0.0050 PEAK RATE: 0.04 cfs VOL: 0.04 Ac-ft TIME: 540 min BASIN ID: a2 NAME: 10yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 2.95 inches AREA..: 0.80 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 66.92 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 55.00 ns:0.2400 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.2400 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 2.00 s:0.0050 PEAK RATE: 0.10 cfs VOL: 0.09 Ac-ft TIME: 520 min BASIN ID: a3 NAME: 100yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE._.-.:: TYPEIA PERVIOUS AREA PRECIPITATION....: 4.20 inches AREA..: 0.80 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 66.92 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 55.00 ns:0.2400 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.2400 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 2.00 s:0.0050 PEAK RATE: 0.20 cfs VOL: 0.15 Ac-ft TIME: 490 min 97108.10 (REVISED 1017197) 'CN' CALCULATIONS GRAVEL AREA = 7,209 SQ. FT. PAVED AREA = 450 + 12,221 = 12,671 BUILDING AREA = 4,000 SQ. FT. LANDSCAPE AREA = 11,231 SQ. FT. TOTAL SITE AREA = 35,111 SQ. FT. (.80 ACRES) AVERAGE 'CN' IMPERVIOUS = CN = 98 = (0.54 acres) PERVIOUS CN = 86 = 11,231 SQ. FT. (0.26 acres) [SM ON XH/X11 ZV:9T -'� L6/90/TT Memo To: City of Federal Way Storm drainage requirements Core requirement responses ctva engixree=s • land pimmers Project No. 97108.10 Project Name: Northshore Automotive Author: Seabrook Schilt Date: 11/04/97 3:45 PM Cc: (1) The existing drainage direction has not been altered by this project (2) The storm report includes a Level 1 analysis per core requirement #2. (3) The project is under the 0.5 cfs peak flow increase threshold and therefore is a negligible increase not requiring controlled release. A biofiltration swale has been designed to meet the requirements. (4) Conveyance analysis is included in the storm report. (5) The erosion potential from this small project is not large, but the plans do require the contractor to provide appropriate erosion control measures. (6) Maintenance and operation instructions appropriate to this project have been included in the storm report. (7) The bond and liability requirements of the City of Federal Way will be met. Sppciql Requirements (1) This project is not within a critical drainage area. D 2 The does not conflict with an master drainage plan () Y g (3) This project does not [equine a master drainage plan (4) The project is within the West Hylebos Creek Basin (5) Special water quality controls are not required for this project (6) Coalescing Plate oil/water separators are not required for this project (7) The project is not located within nor does it discharge to a closed depression (8) No Lakes, wetlands, or closed depressions are used for peak rate runoff control. REVISION DATE NOV 0 7 1997 1019 Pacific Avenue. Suite 906 • Tacoma, WA 98402 • (206) 573-0040 . FAX (206) 573-0142 Ed Wdib:170 Z66T 90 .^ON 01700 T-Z.S 902! T : 'ON 3NOHd I 'ONI `ONId33NION3 QNnos : WOad [85V9 ON XH/%Zl ZV:9T,7 L6/90/TT 11/6/97 3:42:24 pm page 1 Northshore Automotive Repair Detention System analysis 100 year pre and post developed storm BASIN SUMMARY BASIN ID: al NAME: 2yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV IMP PRECIPITATION....: 2.10 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN...... 81.00 0.00 TC....: 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.04 cfs VOL: 0.04 Ac-ft TIME: 660 min BASIN ID: a2 NAME: 10yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 2.95 inches AREA._: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 0.00 TC....: 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.09 cfs VOL: 0.09 Ac-ft TIME: 540 min BASIN ID: a3 NAME: 100yr pre SBUH METHODOLOGY TOTAL AREA.......: 0.80 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV IMP PRECIPITATION....: 4.20 inches AREA..: 0.80 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN.... : 81.00 0.00 TC.... . 100.71 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 55.00 ns:0.4000 p2yr: 2.00 s:0.1000 TcReach - Sheet L: 40.00 ns:0.4000 p2yr: 2.00 s:0.0440 TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 2.00 s:0.0050 PEAK RATE: 0.17 cfs VOL: 0.15 Ac-ft TIME: 540 min REVISION d I E Nov Q 7 1997 £d WdEv : V0 Z66T 90 'nON 0b00 £ZS 90Z T : 'ON 9NOHd 1 'DW ON I N33N I ON9 GNf10S : WONd JT�YO 33530 1 ST WAY SOUTH October 30, 1997 Michael Donahue BP Oil 2100 SW 356th Street Federal Way, WA 98023 Subject. Right of Way Modification Request; UPR97-0021 35406 21st Ave SW Dear Mr. Donahue: (253) 661-4000 FEDERAL WAY, WA 98003-6210 The Public Works Department has received your letter of request for modification for street improvements along 21st Ave SW. This letter responds to your request. After evaluating the existing conditions along 21st Ave SW, review of Federal Way City Code (FWCC) provisions (Sections 22-1496, 22-1477), and the direction provided by the City Council, the Public Works Department hereby modifies the requirements for street improvements applicable to your permit application, as discussed below. FWCC Section 22-1477 Modification of Improvements Along Property Frontage: This code section provides the Public Works Director with the ability to modify, defer, or waive the required street improvements only after consideration of four specific reasons or criteria. The criteria most applicable here is contained in FWCC 22-1477(1). It permits a modification where the streets "improvement as required would not be harmonious with existing street improvements". FWCC Section 22-1496 Vehicular Access Easements Improvements: This code section provides for improvements that must be installed, based on the classification criteria of FWCC Sec. 22-1525. After reviewing these code sections and the existing conditions of SW 312th Street we made our decision based on the following: 1. 21st Ave SW consists of an asphalt paved roadway with curb and gutter, no sidewalks along the east side of the street with no street lighting. A row of oak trees are established at eight feet (measured to the center of 12" dia) from the back of the curbing. 2. Widening of 21st Ave SW is on the City's Transportation Improvement Plan ('TIP) - 1998to 2110. The project is listed on the capital project list and proposes to widen 21st Ave SW to 5 lanes. Page 2 Mr. Donahue October 30, 1997 As a result, the City is able to grant a deferment of full street improvements along 21st Ave SW and is requiring that half street improvements be installed which include 1 • Street improvements along your property street frontage require widening the pavement section by 6 feet and locating new curb, gutter, six foot landscape strip, eight foot sidewalk twelve feet from the back of the existing curbing. Street lighting will also be required. The area between the existing curb and the west face of the new side walk will be landscaped as the landscape strip required for street improvements. If you have any questions, contact me at 661-4196. Sincerely, ram' �•' Gary Barnett, P.E. Senior Development Engineer gb jav c: Stephen Clifton, Development Services Manager Julie Venn, Engineering Plans Reviewer II Deb Barker, Associate Planner file df L:\PRMSYS\DOCUM NnUPR97 00.21\PW103097.DOC CITY OFrjr.- 33530 1 ST WAY SOUTH October 29., 1997 Mr. Michael Donahue Northshore Automotive 2100 SW 356th Street Federal Way, WA 98023 RE: Additional information requested Northshore Automotive Center 36406 - 21st Avenue SW, Federal Way Federal Way File Nos. SPR97-0021, SEP97-0025 Dear Mr. Donahue: FILE (253) 661-4000 FEDERAL WAY, WA 98003-6210 The Planning and Public Works Departments have completed an initial technical review of the proposal to construct an automotive and RV engine repair shop in Federal Way. A letter of completeness was issued on August 4, 1997. The following comments must be addressed prior to continuation of the environmental and site plan review. I. ENVIRONMENTAL REVIEW - The following checklist item must be addressed for continued review of the environmental application: Checklist section B.1.g - The amount of impervious area must be revised to reflect the intended paving of the parking lots. In addition, the civil plans and stormwater calculations must be revised to reflect the proposed parking lot paving. II. SITE PLAN REVIEW - Public Works site plan review comments and a response to the right-of-way modification request are enclosed. The Planning Department may have additional site plan comments after the environmental process has concluded. With this letter, the 120 day time line for project approval has stopped. The 120 day clock will re -start when we determine the additional information submitted by you satisfies this request for additional information or fourteen days after the additional information has been submitted to the City, whichever comes first. Mr. Michael Donahue October 29, 1997 Page 2 Please contact me at (253) 661-4103 if you have any questions or if I can be of assistance. Sincerely, Deb Barker Associate Planner o: ;UBC Vtmn, Public Works Engineer Tnnothy Holderma , Sound Pngince'A& ' Inc„ 9709 _ 124th Street Past, Puyallup, WA 98373 Pile cue: PW site plan review comments ROW modification response spr\comercal\northaut\stopclok.ltr From: Deb Barker To: JULIEV Date: 9/29/97 8:04am Subject: North Shore Auto UPR97-0021 -Reply Julie - I am under the impression that the gravel parking is for carsthat are to be or have been repaired. I do not think that it is for general patron parking. Because cars needing repair will be parked there, I am of the mind to require paving to aid contaminates collection. The applicant could request modification to the paved parking requirement. I don't think that gravel is a good idea however, given the nature of the parked vehicles. If it is gravel, I think the area should still be subject to drainage and runoff calculations because there is no way to meet requirement # 4 in that runoff will not degrade water quality. Does this make any sense? Deb >>> Julie Venn 09/25/97 06:57am >>> We need to decide if the gravel parking lot is allowable. Is the parking in that area required for the patrons and employees of the business or is it just a storage area for the autos being worked on? Also, reading past interpretation of section 22-1403 Surface Material, it is up to the Director of Community Development to make the decision to allow surfacing of a parking lot to be less than pavement. The decision is important for me because it will drastically revise the storm drainage calculation for detention requirements. I put a copy of the Section 22-1403 interpretation in your in -box. Thanks CITY OF FEDERAL WAY CITY ATTORNEY'S OFFICE Memorandum DATE: June 21, 1994 TO: Ron Garrow, Senior Development Engineer A FROM: Michael D. Smith., Acting Deputy City Attorney W / SUBJECT: Temporary Design Standards - Gravel Parking Lot Surface Authority of Public Works Director You have asked for our opinion with regard to how and whether the Public Works Director may be.free to approve temporary design modifications to certain City standards, where anticipated subsequent, work or circumstances make it reasonable and prudent to do so. In particular, you have asked regarding the Public Works Director's authority to authorize departure from surface material standards for parking lots. ❑ffstreet Parking Standards. We urge your attention to offstreet parking requirements and standards set forth in City Code Article XV. Offstreet Parking In this Article, the surface material requirements for parking areas are set forth at FWCC Section 22-1453. Modification of these requirements are authorized pursuant to FWCC Section 22-1403, which provides: Section 22-1403. Surface Material. The surface material requirements of section 22-1453, may be modified if: (1) The surfacing material will not enter into the drainage system, or onto public or other private property; (2) The surfacing material will provide a parking surface which is usable on a year-round basis; (3) Use of the surfacing material will not result in dust or deterioration of air quality; and Federal Way City Attorneys office Memorandum to Ron Garrow Re: Temporary Design Standards - Gravel Parking Lot Surface June 21, 1994 Page 2 (4) Runoff from the parking area will not degrade water quality. Administration of Code provisions regarding modification of requirements is left, under FWCC Section 22-1397, within the Process I, II, or III development systems. Where the project does not require Process I, II, or III approval, then the Director of Community Development is authorized to act on a written application to modify surface material requirements. No such grant of authority appears with respect to the Director of Public Works. Having these provisions in mind, it appears that the decision regarding modification of parking surface materials is not the Public Works Director's to make, but is, rather, governed by Process I, II, or III, or by the Director of Community Development. We trust that the forgoing comments will assist you. Please advise if further information or assistance would be helpful. K:\memo\desi9nv2.mds PUBLIC WORKS - DEVELOPMENT SERVICES MEMORANDUM TO: Deb Barker FROM: Julie Venn For Your Information DATE: June 7, 1997 SUBJECT: Norther Shore Automotive Shop - SEP 97-00259 UPR97-0021 35406 - 21st Avenue SW After reviewing the materials submitted the following comments and findings address SEPA related issues. Comments relating to the submitted checklist sections A through B. 3. and B. 14.: B.3.c.1 Should read: The increase in stormwater runoff is less than the 0.5cfs threshold for detention therefore detention is not proposed. [Preliminary TTR needs to be corrected therefore this statement may change. Corrections to the UR calculations are necessgul B.3.c.2. Reword: Waste material could enter ground or surface waters because of the nature of the business proposed. Oils and other contaminants could enter into the storm water system from the parking lot and work areas. B.3.d. Provide information on how the business will handle spill control. (see attached information from the King County Stormwater Pollution Control Manual.) B.5.d. Recommend that plants supportive to song bird habitat are incorporated into the landscaping plans. Comments relating to mitigation: Runoff: As with all paved, developed areas, the sites will contribute some pollutants to ground and surface waters as these will be washed off by storm drainage across the site. Pollutants which accumulate on paved surfaces include heavy metals, petrochemicals and other substances. Some of these pollutants could be separated out of the storm water runoff to a certain extent, by installing oil/water separators in the on -site catch basins and grass -lined swales to transport runoff off -site. The proposed project will be required to provide storm water drainage improvements applicable under the 1.992 King County Surface Water Design Manual (KCSWDM), including surface water detention, biofiltration, and oil/water separation. The proposed project must be designed to comply with all applicable Core and Special Requirements outlined in the KCSWDM. Refer to PRE96-0050 memo dated December 4, 1996 for additional information regarding stormwater detention system design criteria. The 7-day storm instead of the 24-hr storm will apply to the design of the detention system if required. L:\PRMSYS\DOCUMENT\SEP97_00.25\PW060697.DOC MEMORANDUM Date: June 2, 1997 To: Deb Barker/Julie Venn From: Fay Schafi Subject: Northshore Automotive Shop (SEP97-0025) I have reviewed the revised site plan dated May 23, 1997 for the above referenced project and have the following comments: The location of the proposed driveway is acceptable. As depicted on the site plan, the proposed on -site speed bump is too close to the driveway curb cut onto 21st Avenue SW. Vehicles entering the site have to cross the speed bump at a very slow speed, this could impede the flow of traffic on 21st Ave. SW. Therefore, to ensure safe traffic operations, the speed bump shall not be installed at the proposed location. L:\PRMSYS\DOCUMENT\SEP97_00.25\TRAFFICI.DOC MEMO To: Julie Venn, Fay Schaff, Greg Brozek, Ken Cornwall From: Deb Barker Subject: Petition against Northshore Automotive project Date: August 19, 1997 Attached please find a petition from neighbors against the Northshore Automotive project, SEP 97-0025 and SPR 97-0021. A "letter of complete application" was issued on August 4, 1997 and the project is now under review for SEPA and site plan approval. Please be sure that your SEPA review includes analysis of the issues identified in the petition, including noise pollution, waste oil pollution and tow truck traffic hazards. Your SEPA related comments should include a statement indicating how the project proponents have addressed these particular issues. However, if, in your opinion, these issues have not been addressed, please respond to me in writing as soon as possible to stop the clock and request new information. I personally do not want to have the SEPA appealed, it may come to that. Oh well. Thanks Post -It'" Fax Note 7671 Date g l a pages 'Mike— TOhG h lid From Co./Dept.�Vp Co. Phone # Q L Phone # Fax # „ Fax # ' -ge-p� t / r WA 1 r� rA iii ■ /� -.. Lfay"a.� J A 7 �Y rtGv4Gli iJ MEMORANDUM N�IE� Date: September 3, 1997 To: Deb Barker From: Fay Schafi Subject: Northshore Automotive Shop Petition This is the response to the traffic concerns identified in the petition dated August 12, 1997. Based on the existing accident rate on 21st Avenue SW and the trip generation of the proposed facility, the project would not be triggering warrants for left -turn lane or increased width of the existing lanes. The proposed 30 foot wide driveway is adequate for two-way ingress and egress and would accommodate the turning movements of the tow trucks. L:\PRMSYS\DOCUMENT\SEP97_00.25\TRAFFIC2.DOC MEMO To: File From: Deb Barker Subject: Northshore Automotive Center Notice of Application mailings Date: August 25, 1997 The SEPA and Site Plan land use applications were submitted on May 12, 1997 as staff was becoming familiar with the 1724 code changes adopted by City Council. Some of these project related changes did not become apparent to staff until review of the complete application was underway. Therefore, please note the following: 1) The application was submitted as a Process II application per the land use chart. However, process II applications subject to SEPA review are automatically kicked up to process III applications. The application should have been assigned a UP3 number and process III fees should have been collected. (This was not done; process H and SEPA fees were paid). 2) The move from process H to III kicks in additional noticing requirements for projects within 300 feet of residential zoning districts. The Northshore Automotive project has residential zoning and uses on the north and east sides; therefore the noticing requirements of FWCC section 22-392(b)(4) apply. 3) Staff realized that the additional notice requirements should have been followed on 8/21/97. On 8/25/97, the notice of application was mailed to persons receiving property tax statements for all properties within 300 feet of the site. There were 41 mailings for 44 tax parcels (3 parcels owned by same owners). An explanation was included on the notice. The 300 foot notice was not sent or posted to any other site or areas as other notice requirements were met. (See newspaper and posting affidavits). 4) The applicant will have to replenish the mailing notice envelopes used for the notice of application mailing. However, staff noted that the applicant had incorrectly provided two sets of envelopes of the persons receiving property tax statements for all properties within 300 feet of the site and did not provide a set of occupant envelopes for the required SEPA mailing. These will be required for the SEPA determination mailing. 5) With this 300 foot mailing, all notice of application requirements will have been met for this project. The comment date is September 9, 1997 which will not impact the SEPA review. XIM. CITY OF (206) -0 33530 15T WAY SOUTH FEDERAL WAY, WA 9800003-6216210 AFFIDAVIT OF DISTRIBUTION I &4hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Application ❑ Notice of Action ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Determination of Significance ❑ Notice of Determination of Non Significance and Scoping Notice ❑ Notice of Environmental Determination of Non -Significance (SEPA) ❑ Notice of Proposed Land Use Action ❑ Notice of Public Land Use Hearing ❑ Notice of Planning Commission Public Hearing ❑ Shoreline Management Permit ❑ Notice of Public Heating before the Hearing Examiner ❑ Notice of Land Use Application ❑ Notice of Environmental Mitigated x Other AOC'e- 414Z6 Determination of Non -Significance (SEPA) w mailed/ d/posted to/at each of follawing addresses (see attached) on a� 1997. Project Name 11104 A' `"z, File Number(s) Signature k`� AFFOAvffm REmFD 320/97 Date �5 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION This notice is mailed to persons receiving tax statements for all properties within 300 feet of the subject site, as required by FWCC Section 22-392(b)(4), to allow opportunity for comment on the proposal. Project Name: Northshore Automotive Center Project Description: Proposal to construct a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping at 35606 - 21st Avenue SW, Federal Way. Applicant: Mike Donahue Project Location: 3.5406 - 21st Avenue SW, Federal Way, WA Date Application Received: May 12, 1997 Date Determined Complete: August 4, 1997 Permits Required by this Application: 1. Environmental Review (File #SEP97-0025) 2. Site Plan Review (File #SPR97-0021) Related Permits: None Development Regulations to Be Used for Project Mitigation, Known at this Time: FWCC Chapter 22, Zoning Technical Information Submitted for Review in Deciding These Applications: 1. Site plan and elevations prepared by Bobbie King, June 25, 1997. 2. Preliminary landscape plan prepared by David Lowman, January 15, 1997. 3. Preliminary grading drainage and erosion control plans by Sound Engineering, Inc., March 28, 1997. 4. Revised SEPA checklist prepared by Mike Donahue, July 21,1997. .5. Boundary and topographic survey prepared by Warren Lay, January 1994. 6. Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. Any person may submit written comments on the land use applications to the Director of Community Development Services by September 9 1997. The official project file is available for public review at the Dept of Community Development Services, 33530 First Way South, Federal Way, WA 98003. Contact Person: Deb Barker, Associate Planner (telephone: 253-661-4103) 33530 First Way South Federal Way, WA 98003 Published in the Federal Way News: August 9, 1997 COMPNOT2.TXr can be reviewed. A statement of the 12reliminafy determination if one has been made at the time of notice of those development re ulati ns that will be used for roiect mitigation and of consistency as provided in RCW 36.70B.040. (b) Distribution. M least Within 14 calendar days ` of re the deadline for submitting eantmenta of issuing the letter of completeness, the director of community development services shall distribute this notice of application as follows: (1) A copy of the notice of application will be published in the official daily newspaper of the city. (2) At leteo thfee copieg a The notice of application will be conspicuously posted on or near the subject property. Gf these, At least one will be posted on or adjacent to every public right-of-way providing primary vehicular access to any property that abuts the subject property. (3) A copy of the notice will be posted on each of the official notification boards of the city and public libraries located within 1hecily. For projects under this article which are located within, or are 300 feet from property zoned SE Suburban Estates RS Sin le Famil Residential or RM Multi-famil a copy of the notice will be mailed to the persons receiving the 12rol2erty tax statements for all property within 300 fe t of each boundary of the subject propeM. (Ord. No. 90-43, § 2(145.30), 2-27-90) Sec. 22-392393. Burden of proof. The applicant has the responsibility of convincing the director of community development services that, under the provisions of this article, the applicant is entitled to the requested decision. (Ord. No. 90-43, § 2(145.35), 2-27-90) Sec. 22-393394. Written comments. The director of community.development services shall consider all written comments and information regarding the requested decision that are received by the department of community development services before the deadline contained within the notice regarding the application. (Ord. No. 90-43, § 2(145.40), 2-27-90) I( -58- City of Federal Way Dept. of Comm. Development Services 33530 Plsst Way 60. Fe •ral Nay, WA 98003 41b"S—Ow City of Federal Way Dept. of Cbmaomlty Development Svc■ 33530-First Way"Se• federiL Way, WA 9B003 Lorna mar' is HIir L *.355&k gJ591 Ann Books., 1903 S.W. 354th Straat' Federal Way• WA 96023 City.oi •Federal Way Dept.oi Coa=unity Dwelopmant Sazvleu .33530:rir.t Way So. Federal Way, Nx 96003 Anoalte CazNz 1909 S.N. 314 th St. Pederal Nay, NA 98023 City of Federal Nay Dept. of Community Development services 33530 rirst Way So. Federal Way, NA 98003 Afanasiy Ueach Naderhda Ue..h 1913 S.N. 3". 9Y. P adezal Nay, NA 98023 City of Federal Way Dept. of Comm. Developent evt■ 3]530 Firat Nay 80. m Federal Way, WA 98003 Thomaa Hatch loll S.W. 354th Street Federal Nay, WA 9801.3 4j,i9qj,T -OM I F' t . E_ i. 51 m w m rt [] a u+ ro K I ..:•' I• : m W rT �C M O a 0 �+ M I- M MM E � w m n W knoa g.m £wta q �C pko r i W In£ mope4 P. o • �e 0 0 w m . N r 0 ro M r N n m m �D r• t n w a Co rt r a s £ • IV0 C w F - in r W el qao CO m CO I-' 0 a N (1 W N City of Federal Nay f, Dept. of Community Development Svcs 33530 First Way So. Federal Way, WA 96003 Aenneth 'idemoe 1918 SW353zd Place Federal Way, WA 98023 471o2�=—G�::G 'City o! Federal Way ;Dent. o! Coam. Devel. Svcs '33530 Fir at Way So. Federal Way, WA 98003 10n Mark McConnehay 1910 S.N. 353rd Place Pederal Way, WA 98023 3 VA?5-050 City o! Federal Way [1 Y• Dept. of Comm. Devel. Svcs 33530 First Way So. Federal Way, WA 98003 RV416 —Os :ity or Federal Way lept. Of Community Development Svcs 1353Fi-at Way So. Iadeial Way, WA 96003 Beatrice 3;ellar 35227 19th Avenue S.W. Federal Way, WA 98023 1B3 n! B.Wa5 r3Troupe Sth Place Federal Way, WA 98023 :ty of Pederal Way it , 7ept. of Comm. Development Services 1130 First Wag So. • deral Way, WA 98003 David Williams 1837 B.W. 355th Place ,ad e zal Way, WA 90023 1 ' ON CYty of Federal Way Dept. of CouuunSYy Deve lopmani services 33530 First Way 50. Pedazal Way, WA 99003 ' l/ •Joan Tukem 1.838 B.W. 355th Place Federal Way, WA 98023 m DeSt.Vof Comm unit;'DevelopmeDt S9rv'ceo 33530 Firet Way So. Federal Way, WA 98003 Wayne A Hiw)-Ins Hickey 35411 18 th Tt•enue S.W. Federal WaY, WA 98023 t24Qi45-'O-UD City of Feneral Way Dept. of Coam. Davalopment Services 33530 First Way So. Federal Wey. WA 98003 L Robert a Haraha Simmons Feder. 119 B WayAvWAn 98023 City of Federal Way Dept. of Comm• Davalopment Svee \�\• ` 33530 FSTat WxA 98003 Federal WaY• D yene t ,a is Axberg 183t S.X. 755th Place F ede zal WaY. WA 96023 CIVA -Om r ccpityt of Federal Way piffrigmSS�.Davelopment Svcs l�}' Federal Way, WA 98003 -+ Paul Ceorba Jr. 9625 S. 214th Street ]Cant, WA 98031 City Occ Federal Way D. f Community Development Svcs ept 33530 First Way So. - Federal :iay, WA 96003 t Kevin Wiley 1916 S.W. 364th Federal Way, WA 98023 :ity of Federal way "Pt. of Community Development Svcs 13530 First Way So, - -, Federal Way, WA 98003 ;Q7,Alg-OPjD City of Federal Way Dept. of Community Development 6vo■ 33530 Plzst Way So. •Federal Way, WA 96003 City of Fedezal WaY Dept. of Commuaity Development evoe 33530 First Way So, Federal Way, WA 95003 471a4�; 'ojsa City of Fedezal Way Dept. of Comm. Development Svcs 33530 First Way So. Federal Way, WA 96003 Scott Chappell Julie Rarkrider 11717 Seminole Rd S.W. Tacoma, WA 90499 David 4 Lynn Arakaki 4122 239th Place 9.E. Issaquah, WA 98029 ROaendO Guerrero Jennifer Guerrero 25 19B.W. 354th St. Federal Way, WA 98023 Jeffrey BarealouY Wendy Barsalouz 1921 S.W. 354th Street Federal Way, WA 98023 7r'', City of F.W. ofrCommuanyity Development Svcs,D3ept0 W5t Bo. Federal Way, WA 98003 _ TOSCO WW Company 601 Onion Bt. 112500 Seattle, WA 98101 2S2lo3,400L City of Federal Way Ii Dept. of Commu. ty Development Svcs 33530 First Way SO- F. dotal Way, WA 96003 peter Steffenson Devine Staffenaon 35305 19th Avenue S.W. Federal Way, WA 98023 City of Federal Way Dept. of Community Development Svca 33530 First Way So. Federal Way, WA 90003 Garret Sawn 35311 19th Avenue B.W. Federal Way, WA 98023 City of Federal Way Dept. of Community Development Svc. 33530 Firat Way Sc. Federal Way, WA 98003 Bonnie Cox - 190. 6.W. 354th St. Federal Wny, WA 98023 9t�a4�'5-41�� City of Federal Way Dept. of Community Development Svc. 33530 First Way Bo. Federal Way, WA 98003 Gerald & Doris Andre 1912 S.W. 354th St. Federal Way, WA 98023 QVAI'5 '0110 i+ k 1 530 First Way 50. l ' de ral Way, WA 98003 ASekeandr DH Kurkov 622 B. Hawthorne St - Tacoma, NA 98406 r city .of p.W. h Dept. 'oE Community DevalopnJent Svo, 33530 First Way eou Ch P 0dern1 Way, WA 98003 ti Audrey , Sydney Irma, 2029 Century park E. 93250 Lo■ Ange1B,, CA 90067 52(p3 - 9 a3? �l03-- 93Y❑ citty of F.W. De_t. of Copaanity Development Svice 33530 Firat Way So. ii Federal Way, WA 98003 I ') King County 500 dth Avenue Seattle, WA 98204 952I03-4042, City of Fed Way Deot. oY Community Development Sven.0 33330 Firet Nny Souih Federal WRY, WA 98003 Jame, Halfon 3.2000 N.E. eth Vault Laval Bellevue, WA 98005 City of Fed Way F{ Dept. of Community Development evc• 33530 First Way 80. Federal Way, WA 98003 L` \l. Michael Donahue Barbara Donahue 2300 S.W. 356th et. Federal Way, WA 98023 251J03'g03Z City of Federal Wayi Dept. of Community Development Svice - 33530 Firat Way So. Federal Way, WA 98003� Brian Ralph 1919 S.W. 353rd Place Federal Way, WA 98023 ity of.Faderal Way Dep tI 9f Community Development'Bvc■ 33530 Firet Way Bo. 'Federal WAy, WA 99003 Re ith a Deli— Spencer 1 - 1927 9.W. 353rd Place i Federal Way, WA 98023 F i •city of Federal Way Debt. of Community Development Svc■ 33530 Fire Way So. •Federal Way, WA 98003 Paul Frink 2005 S.W. 353rd Place Federal Way, WA 98023 city of Federal Way Dap t. of Community Development Svc■ 33530 Firet Way So. Federal Way, WA 98003 Lan Phuon9 Thi Do 2013 B.W. 353rd Plsee Federal Way, WA 98023 CiLA'q'q{ -0O30 City of Federal Way Dept. of Community Development Svc■ 33530 Piset Way So. Federal Way, WA 98003 Elizabeth Oae 2021 S,N'.,jS3rd Place Federal Way, WA 96003 9 2lo4�s -0O2.o tIV I I'I''C E OF ivl Hr � - C I TY OF FEDERAL WAY NTEED RENTS SE 24-21-3 1319.88 N 69-37-05 W GS9.9S7- 0 p _ M 5 o cn ti w dQZ9�`' u 1 T8 '40 V 70 7S 70 $�� /s!B9 Fq 43W. G3o.sol'p) p Rc' 4Y� W �1 a h O V !3 / a W r\ ^1 h 4 �'9 3 a l� `� ° 90 _ 89 88 87 86 85 N 8¢ O T7�R� 91 hp od Q 3� 0 r 30 �°oOo1peo,° o70�,34 N LW ' S 70 S.a Sz. B e p70 7s h s e,v. AC N• ao' U� S. 840' ,� - H B 9 - 32. 43 /•i! G 3 /. / ¢ � � S e ��o ; ' S W 353RD PL. -5'4V. f/N4co/ } e Se.9G G8 Gg Gd-9/ GS.47 G/•75 8 ��7op 8,0 )6 7 ft00 m CI ra o `u N \ 0 5° h jR B3/3°o6 H �"► W m �ZOH\ � Bga N l p kj N p �m tti h b2 ' Z p 6° 4 °° ° p.� N ^ N V{q N \ i \ G4.p3 G5.47 79.57 60 � O`►1 . 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J9D9) 89- 19-42 W+ 33/.71 N p3o/°soyaa gJJ2oG/�J4 2/¢. 4-0�SURv.) _h B 5rya92Jo-JZ' 8r 1Z07D71B1-12 JG5 -2o7'2W.Par -rl. 171,0149 �� 2G7'E • Pa X4 •7B S/P = ISd /f0 g o �.71 J p. /O° - 93.7890 K SP176 IS �1 .1 f N L.T .3�'"76041 0504 Ti zl `I �+�'/Q14 Herz ►� c<aJi o Lor J I LoT Z h I \ 1 IB 7 a 4 oG� �lea N ai yef.i ❑ 4`� H 35i� v g°S„Zs �m I .v `1 I KCSP 677183 1 -� Parcel Number Owner Name 252103 9002 y OSCO NORTHWEST COMPA- 252103 9002 OSCO NORTHWEST COMPA 252103 9010 _ LFON JAMES L 252103 252103 9032/ DO UE MICHAEL J & B 252103 9032- 9037� ONAHUE MICHAEL J & B 252103 9040,%` yJIZMAS AUDREY & SYDNEY 252103 S AUDREY & SYDNEY 9042 ✓ NG COUNTY 252103 9051 ✓ RN�AS AUDREY & SYDNEY Site Address Phone 2140 SW 356TH ---------------- ST 2140 SW 356TH ST 2010 SW 356TH ST 35406 21ST AVE SW 35406 21ST AVE SW 35415 21ST AVE SW 35409 21ST AVE SW 35301 21ST AVE SW 296-4000 35305 21ST AVE SW The Information Provided Is Deemed Reliable, But Is Not Guaranteed. Parcel'Number Owner Name Y 926975 001A_------ �URKOV ALEKSANDR DM 926975 0020 J ❑A5 ELIZABETH A 926975 0030 O LAN PHUONG THI 926975 0040 RINK PAUL R 926975 0050 SPENCER KEITH A & DEB 926975 0060 LPH BRIAN L 926975 0070 POULSEN RICHARD M 926975 0080 STEFFENSON PETER & DE 926975 0090 iVAWN GARRET E 926975 0100 X BONNIE L 926975 0110 DRE GERALD L & DORI 926975 0120 WI KEVIN C 926975 0130 HAPPELL SCOTT & HARK 926975 0140 I DAVID T & LYN 926975 0150 UERRERO ROSENDO R & 926975 0160 BARSALOUX JEFFERY & W 926975 0170 ,J TCH THOMAS P 926975 0180 SACH AFANASIY S & NA 926975 0190 ARTER ANNETTE 926975 0200 ECKER ANN 926975 0210 ICKEY WAYNE & HIGGIN 926975 0220 IMMONS ROBERT A & MA 926975 0270 XBERG DUANE R & JANI 926975 0280 IS LORNA V 926975 0290 SORBA PAUL P JR 926975 0300 TUKES JOAN 926975 0310 ,� ILLIAMS DAVID S 926975 0320 ROUPE JOHN E & SARA XELLAR 926975 0840 BEATRICE M �CCONNEHEY 926975 085b MARK A 926975 0860 IDSMOE KENNETH A 926975 0870 ENTGES ANTHONY K & L 926975 0880 GALLAS JOSEPH E & CLA 926975 0890 J OZNOWSKI JAMES E & B 926975 0900 ITE ROBERT D & CYNT 926975 0910 AVIS BETTY L v� N Site Address Phone 2029YSW 353RD'PL 566-9597 2021 SW 353RD PL 2013 SW 353RD PL 874-1867r; 2005 SW 353RD PL 1927 SW 353RD PL 1919 SW 353RD PL 874-6344; 1911 SW 353RD PL 874-2870:. 35305 19TH AVE SW 838-6291�''. 35311 19TH AVE SW 838-5569: 1906 SW 354TH ST 1912 SW 354TH ST 1916 SW 354TH ST 1920 SW 354TH ST t' 1924 SW 354TH ST 391-6427;; 1925 SW 354TH ST 874-8734* 1921 SW 354TH ST 874-7692 1917 SW 354TH ST 838-2090 1913 SW 354TH ST 1909 SW 354TH ST 1903 SW 354TH ST 661-0201 35411 18TH AVE SW 35419 18TH AVE SW 838-7477 1824 SW 355TH PL 874-5755 1830 SW 355TH PL 1834 SW 355TH PL 1838 SW 355TH PL 1837 SW 355TH PL 925-1673 1833 SW 355TH PL 952-6019 35227 19TH AVE SW 1910 SW 353RD PL 838-4335 1918 SW 353RD PL 838-6906 1926 SW 353RD PL 2004 SW 353RD PL 838-9221 2012 SW 353RD PL 838-5935 2020 SW 353RD PL 952-2138 2028 SW 353RD PL The Information Provided Is Deemed Reliable, But Is Not Guaranteed. 47 v wok sc 'F 0 PFF•az•o CV L; av� w p ° +n s9• �.0 3y9 q o° i c+a y ' Nm a _ .a ?� 30.3 ya 00 0 n7 _ os R q CD ^ti o S2 SZ v ll) "` h �► v m ° - �• 4Z �Ij en 4 , G N N �h N �� rod °° ^ yy'31 95.5 9¢ y� N N ZL'EL g¢,!> v C. �j�� Z �7 ` '� o `�r—a o v ti w° N o v Sv'SfL-6L'EE•' � � ��Vi� b H l "+ a 4 �, tiF yy m Z ,� ❑ c F'* a 4s G a o- o Z e ti' 1 w ty U G1 CQ ti 0 3 4 S2 SZ 0 W S-7.1 l `2 a21 �s•s� V► 1i-i 4 ", a �I• r � m 0 � •�rr•af •o• C �'� f • V o/r � 2L'� � ; ¢ y wTz•e•rav� y°, a� v � /�. po.� S�+! Ik aa•zoy• � 14 (D 94y1 0� r H7d7i-i v A oc. r 1. a� vT arsf zv it V �i Lift• N 4 h ° h .rs+-+W �aOE� V ari r V �Lxa d ti A4 a o�ti ly a q �� q * of '- ti ` ° rs31a oI! a pa N �'�6 R D665 t .+i FL SG 6i d/r co Lo I;cx c CC o a c ri CD �Lr L2 •❑:v q (� 01-1 c �41 a w h� a.41 SZ SZ m � � ti s9's9 �`" �q9 87'd3! Gvr ++1 Iwo is/2 0} /6 r1�7- a h ►.v c■ 29-£2vJ/6/oS y _6o s'Ei _ lFf QFF cz rsi1y MB o1 a%BS o Y rabC �o�'�JIrcf'ci1°n s �o 'SE/ �� SZ •S6/ 81 fil 'Px�- o E o s p M S 'a nd p T _ o oz 07/ 0 h o 6S" 0 9 2 .1S I M O m 0o F I V� a Q[a IN a 1-UV fia-UM-1 To: Julie Venn, Fay Schaff, Greg Brozek, Ken Cornwall From: Deb Barker Subject: Petition against Northshore Automotive project Date: August 19, 1997 Attached please find a petition from neighbors agains the Northshore Automotive project, SEP 97-0025 and SPR 97-0021. A "letter of complete application" was issued on August 4, 1997 and the project is now under review for SEPA and site plan approval. Please be sure that your SEPA review includes analysis of the issues identified in the petition, including noise pollution, waste oil pollution and tow truck traffic hazards. Your SEPA related comments should include a statement indicating how the project proponents have addressed these particular issues. However, it in your opinion, these issues have not been addressed, please respond to me in writing as soon as possible to stop the clock and request. new information. Thanks 08/19/97 TUE 11:32 FAX 2066614129 CITY OF FEDERAL WAY Lguul TX REPORTxex� Address TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. RESULT Public Notice City of Federal Way Dept. of Community Development File # Sept. 97-0025 - Spr 97-6021 Property Address, 35606 21 st Ave. SW 4255 08/19 11:31 00'36 1 OK Subject, Petition against auto repair shop. 99529655 Aug 12, 1997 Post -it" Pax Note 7671 Date91 1 H Q1 11� I r- T, ) Kt mirialA vi,- From JDt C�U-s wi COJOGPI. -b? 'r Co. bu W Phone # . Phone # 441 1 1a Fax # q Fax # I Dear Sir, The Dept. of Community Development of Federal Way, has invited Residents to offer objections to a Auto Repair Shop, address is 35606 21st SW. We, the undersignatl, oppose this development because we believe it would create noise pollution in the area and also other forms of environmental pollution due to waste oil and strong odors. We also believe that tow trucks going to and from the shop would become a public safety hazard on the narrow, two lane street in front of the complex. We thank you very much for accepting our petition against an Auto Repair Shop. Petitioners Name i r ►tom Lr.� 'Ialo1 • �� 'r!}'� Il Telephone r 1\"� 1 1-7 JCITYOF(253) 661-4000 33530 1 ST WAY SOUTH FEDERAL WAY, WA 98003-6210 August 4, 1997 Mr. Michael Donahue Northshore Automotive 2100 SW 356th Street Federal Way, WA 98023 RE: NOTICE OF COMPLETE APPLICATION Northshore Automotive Center — Federal Way File Nos. SPR97-0021 & SEP97-0025 36506 - 21st Avenue SW, Federal Way, WA Dear Mr. Donahue: The Department of Community Development Services received the following information you submitted on May 12 and July 21, 1997: Site plan and elevations prepared by Bobbie King, June 25, 1997. • Preliminary landscape plan prepared by David Lowman, January 15, 1997. • Preliminary grading drainage and erosion control plans by Sound Engineering, Inc., March 28, 1997. • Revised SEPA checklist prepared by Mike Donahue, July 21, 1997. Boundary and topographic survey prepared by Warren Lay, January 1994. • Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. The information is for the proposal to construct a 4,800 square foot automotive repair shop with 17 parking stalls, a bioswale, and site landscaping at 35606 - 21st Avenue SW in Federal Way. Pursuant to the requirements under the state mandated regulatory reform requirements, the city has 28 days to determine whether an application is complete. Please consider this letter as a Letter of Completeness. Pursuant to the requirements under the state mandated regulatory reform requirements, the application is deemed complete as of August 4, 1997, based on the submittal requirements for State Environmental Policy Act (SEPA) and Site Plan Review. A 120 day time line for reviewing the project has started as of this date. The city has Mr. Mike Donahue August 4, 1997 Page 2 120 days from the date that an application is deemed complete to take action on the application. However, the 120 day time line can be stopped at any time that the city requests additional information. You will be informed of the status of the 120 day time line when you are notified in writing that additional information is needed. Having met the submittal requirements, your application is now ready for processing. Therefore, pursuant to the requirements under the state mandated regulatory reform requirements, a Notice of Application will be published in the Federal Way News within 14 days, and other public notice will be given based on city procedures. The Department of Community Development Services has responsibility to notify other agencies who may have jurisdiction over your development project, or an interest in it. If you should have any questions regarding this letter or your development project, please feel free to call me at (253) 661-4103. Sincerely, kel� /-&� Deb Barker Associate Planner c: Ken Cornwall, Building Plans Examiner Stephen Clifton, PW Development Services Manager Julie Venn, Public Works Engineering Plans Reviewer II Greg Brozek, King County Fire District 43 9 Mary Young, Lakehaven Utility District File SpmcomeccaMorthaueco letelt RECEIVE® BY COMMUNITY DEVELOPMENT DEPARTMENT CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM OF REVISION DATE: July 22, 1997 TO: Community Development Review Committee (CDRC) Members �f Greg Brozek, Fire Marshals Office, KC Fire District #39 l U I Mary Young, Lakehaven Utility District Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 sets for engineering and traffic review) `� A-V- �'� Brian Wilson, Police Services Deputy Director ►r4KA- ej-M rr--C4 way&'." — PROJECT PLANNER: Deb Barker PHONE: 661-4103 EASE RESPOND BY : Au . 1, 1997 (14 Days is Aug. 4) Is the application complete?? PL g �c wcq FILE NUMBER: SEP 97-0025, UPR 97-0021 PROJECT NAME: Northshore Automotive Shop PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way REVISION DESCRIPTION: Revisions to the SEPA and Site Plan application as follows: *New Survey prepared by Warren Lay dated 1/19/94 *New Site plan prepared by Bobbie King (undated) *Revised SEPA Checklist dated 7/21/97 Please respond: Is the application complete?? RECEIVE® BY COMMUNITY DEVELOPMENT DEPARTMENT (Au6 rJ ? ,qq,? City of Federal Way Department of Community Services MEMO to Community Development Review Committee Date: July 31, 1997 Case Number: UPR97-0021 & SEP97-0022, REVISIONS Project : Northshore Automotive Shop Location: 35406 - 21st Avenue SW Project Planner: Deb Barker THE BUILDING DIVISION, has reviewed the submitted information and has the following comments: 1. The revision documents are complete for Buildings to review related to SEP97-0022 and UPR97-0021. 2. The proposed project is feasible as presented in regard to the City's building code regulations. 3. Other issues will surely come up as the design progresses. Buildings recommends another preliminary review at the 90% mile stone of design development. Respectfully, V-4,7 , CU'�.d t Ken Cornwall Lead Plans Examiner KSC/ksc(KC7UPR21) C: Dick Mumma File: UPR97-0021 AFFIDA VIT OF DISTRIBUTION I, Jacqueline Braver, hereby declare, under penalty of perjury of the laws of the State of Washington, that: x Notice of Land Use Application Notice of Proposed Land Use Action Notice of Action Notice of Application for Shoreline Management Permit Notice of Determination of Significance Notice of Determination of Non - Significance and Scoping Notice Notice of Environmental Determination of Non -Significance (SEPA) Notice of Public Meeting Notice of Public Land Use Hearing Notice of Environmental Mitigated Determination of Non -Significance (SEPA) Official Notice Other was posted at each of the following locations on August 4_, 1997: Federal Way City Hall King County Regional Library, Federal Way Federal Way Public Library Project Name Northshore Automotive Center File Number (s) SEP97-0025;SPR9 r Signature Date August 4, 1997 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: Northshore Automotive Center Project Description: Proposal to construct a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping at 3560E - 21st Avenue SW, Federal Way. Applicant: Mike Donahue Project Location: 35606 - 21st Avenue SW, Federal Way, WA Date Application Received. May 12, 1997 Date Determined Complete: August 4, 1997 Permits Required by this Application: 1. Environmental Review (File #SEP97-0025) 2• Site Plan Review (File #5PR97-0021) Related Permits: None Development Regulations to Be Used for Project Mitigation, Known at this Time: FWCC Chapter 22, Zoning Technical Information Submitted for Review in Deciding These Applications. 1• Site plan and elevations prepared by Bobbie King, June 25, 1997. 2. Preliminary Iandscape plan prepared by DaNid Lowman, January 15, 1997. 3. Preliminary grading drainage and erosion control plans by Sound Engineering, Inc., March 28, 1997. 4. Revised SEPA checklist prepared by Mike Donahue, July 21,1997. 5. Boundary and topographic survey prepared by Warren Lay, January 1994. 6. Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. Any person may submit written comments on the land use applications to the Director of Community Development Services by us 5 99 . The Official project file is available for public review at the Dept of Community Development Services, 33530 First Way South, Federal Way, WA 93003. Contact Person: Deb Harker, Associate Planner (telephone: 253-661-4103) 33530 First Way South Federal Way, WA 98003 Published in the Federal Way News: August 9, 1997 COMPNOTC.TXT CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: Northshore Automotive Center Project Description: Proposal to construct a 4,800 square foot automotive repair shop with 17 parking stalls, bioswale, and site landscaping at 35606 - 21st Avenue SW, Federal Way. Applicant: Mike Donahue Project Location: 35606 - 21st Avenue SW, Federal Way, WA Date Application Received. May 12, 1997 Date Determined Complete: August 4, 1997 Permits Required by this Application: 1. Environmental Review (File #SEP97-0025) 2. Site Plan Review (File #SPR97-0021) Related Permits: None Development Regulations to Be Used for Project Mitigation, Known at this Time: FWCC Chapter 22, Zoning Technical Information Submitted for Review in Deciding These Applications: 1. Site plan and elevations prepared by Bobbie King, June 25, 1997. 2. Preliminary landscape plan prepared by David Lowman, January 15, 1997. 3. Preliminary grading drainage and erosion control plans by Sound Engineering, Inc., March 28, 1997. 4. Revised SEPA checklist prepared by Mike Donahue, July 21,1997. 5. Boundary and topographic survey prepared by Warren Lay, January 1994. 6. Storm drainage, erosion control, and sedimentation report prepared by Timothy Holderman, May 1997. Any person may submit written comments on the land use applications to the Director of Community Development Services by August 25. 1997. The official project file is available for public review at the Dept of Community Development Services, 33530 First Way South, Federal Way, WA 98003. Contact Person: Deb Barker, Associate Planner (telephone: 253-661-4103) 33530 First Way South Federal Way, WA 98003 Published in the Federal Way News: August 9, 1997 COMPNOTC.TXT CITY OF ,1wYYdqry 33530 1 ST WAY SOUTH June 6, 1997 Mr. Michael Donahue Northshore Automotive 2100 SW 356th Street Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: Notice of Incomplete Application and Preliminary SEPA Comments Northshore Automotive Center 36506 - 21st Avenue SW Federal Way File Nos. SPR97-0021, SEP97-0025 Dear Mr. Donahue: On May 12, 1997, the Department of Community Development Services received your development permit application to construct an automotive and RV engine repair shop in a two level building in Federal Way. Upon receipt of your application, City staff reviewed the submittal packet for completeness based on the submittal requirements for Site Plan Review and State Environmental Policy Act (SEPA) Review. INCOMPLETE APPLICATION During the course of the City's review, the following items were found to be incomplete. In order for your application to be considered complete and ready for processing, the items from the Development Application Submittal Requirements checklist identified below must be provided: 1�survey must be submitted per section J of the Development Application Submittal Requirements checklist. (The Warren Lay survey submitted with the prey phcation could be revised to meet these requirements and six copies submitted). zi The site plan (C-1) must depict the following information: • J16ight and total gross floor area of all proposed floors or levels • Sit`e acreage • Dimensions of proposed parking layout Streams, ponds, wetlands, natural drainage courses and other surface water features on or within 100 feet of the site::__(Provide a statement if none of these features exist •casting and proposed easements must be labeled Existing and proposed utilities: water, storm sewer, sanitary sewer and fire hydrants • ti,,Total parking stall count • , VBC Construction type Mr. Michael Donahue June 6, 1997 Page 2 The Drainage plan (C-2) must depict the following information: ■ Approximate cut and fill quantities of the earthwork Total impervious surface area. it The Landscape Plan must depict the following information: �4( Location and square footage calculations of drought tolerant landscape areas to meet the requirements ofFWCC section 22-1564(f) 16, Square footage calculations and locations of parking lot landscaping to meet the requirements of FWCC section 22-1567(b)(1) (9�-The building elevations must depict the following information: 1.6 The name, phone number and license stamp of the preparer PRELD NARY SEPA REVIEW COMMENTS Preliminary SEPA comments are provided below. These issues were identified in reviewing the application for completeness. Clarification of the items listed below will be helpful in expediting the project when the city receives a complete application and begins review. SEPA checklist: The checklist must be revised to reference the following information: B.1.e - P 9yide approximate quantities of grading and filling, and the source, if known, for fill. a.. B.2.a - (air) Provide. additional information about the specific types of emissions and the quantities Qfffiese emissions such as the number of vehici6 under repair at any one time, etc. Discuss; measures to control harmful emissions within a closed area (any ventilation systems?) and any possible venting of odors. B.7.a - (environmental health)Provide additAn6l information about the specific type of hazardous waste ma trial on sitiJiscuss_rnitigation for fire and explosions: Provide a � } copy of the hazardous materi"isposal plan with the building permit application. )�T Where us the waste oil tank located? How often is it emptied? 0Y� B.7.b - (noise) What are the types and levels of noise generated from the facility? What Jrare the hours of operation? Are the windows facing the residential uses insulated? .B.11 - (light and glare) How tall will the exterior lighting fixtures be? Will lighting be included in the rear parking? (Refer to Police Department comments). Describe the exterior lighting and screening elements. DEVELOPMENT REVIEW COMMITTEE (DRC) COM 1ENTS Public WorkslEngineering, �,ant it nn 661-4125 Mr. Michael Donahue June 6, 1997 Page 3 SEPA and Site plan comments are enclosed. Public Works/Traffic. contact Fay Schaff, 661-4139 A June 2, 1997 memorandum is enclosed. BIdIding ]Department, contact Ken Cprnwall, 661_-4 Comments dated June 4, 1997 are enclosed. Public Sa etv DePar m n ntac Brian Wil n 661-46G Comments dated May 23,1 997 are enclosed. Lakehaven Mility District. contact_ aEyYoung, 946-5400 Preliminary comments from the district dated June 5, 1997 are enclosed. SEPA related comments will be available at -a -later date. PLEASE NOTE: It is important that an application for Developer Extension Agreement (DEA) be submitted ssoQnaLpossibI to Lakehaven Utility District to allow for processing. Site plan approval cannot be issued until Lakehaven's concerns regarding utility placement are resolved. King County Fire District 939, contact Greg Broze - 94.6-7241 District comments dated December 9, 1996 (from the preapplication meeting) are still applicable and are enclosed. After receipt of the requested information noted in the "incomplete application" section of this letter, the Department will notify you within fourteen (14) days whether your application is considered complete or what, if any, information is still needed. It is important to note that the Department cannot begin processing your formal application until all items are submitted. Please contact me at 661-4103 if you have any questions. Sincerely, Deb Barker Associate Planner enc: Development Application Submittal Requirements checklist from planner Comments from Traffic division Comments from Building Department Comments from Public Safety Department Comments from Lakehaven Utility District Comments from King County Fire District spr\comercal\northaut\incomple. ltr c: Julie Venn, PW Development Engineer Fay Schafi, PW Traffic Division Ken Cornwall, Lead Plans Examiner Brian Wilson, Deputy Chief/Police Mary Young, Lakehaven Utility District Greg Brozek, Fire District file R 1' Yennl 7/23/97 *Revised Storm drainage, erosion and sedimentation control report dated June 1997 by Tim Holderman, PE *Two sets of revised plan pages as follows: New Site plan, elevations, main floor and second floor plans, landscape plan, C- 1 thru C-5 and S-1. *Revised SEPA checklist *New survey (One copy) - SOUND ENGINEERING, INC. - civil engineers • land planners Letter of Transmittal Project No. 97108.10 TO: Bobbi King Project Name: Northshore Automotive Repair Regarding: Date: 6-25-97 WE ARE SENDING: NO. COPIES DATE NO. DESCRIPTION 2 6/25 STORM DRAINAGE, EROSION AND SEDIMENTATION CONTROL REPORT 2 ENVIRONMENTAL CHECKLIST 3 REVISED C1, C2, C4 PLANS PER CITY COMMENTS THESE ARE TRANSMITTED: FOR REVIEW AND COMMENT C: FILE CHRON 1019 Pacific Avenue, Suite 906 ® Tacoma, WA 98402 s (206) 573-0040 • FAX (206) 573-0142 sound\forms\sound. blank.letterof.doc PUBLIC WORKS - DEVELOPMENT SERVICES MEMORANDUM TO: Deb Barker FROM: Julie Venn For Your Information DATE: June 7, 1997 SUBJECT: Norther Shore utor�a otive Shop - SEP 97-0025, UPR97-0021 35406 - 21st AvehueJSW After reviewing the materials submitted the following comments and findings address SEPA related issues. Comments relating to the submitted checklist sections A through B. 3. and B. 14.: B.3.c.1 Should read: The increase in stormwater runoff is less than the 0.5cfs threshold for detention therefore detention is not proposed.[Preliminary TIR needs to be corrected therefore this statement may change. Corrections to the TIR calculations are necessa B.3.c.2. Reword: Waste material could enter ground or surface waters because of the nature of the business proposed. Oils and other contaminants could enter into the storm water system from the parking lot and work areas. B.3.d. Provide information on how the business will handle spill control. (see attached information from the King County Stormwater Pollution Control Manual.) B.5.d. Recommend that plants supportive to song bird habitat are incorporated into the landscaping plans. Comments relating to mitigation: Runoff: As with all paved, developed areas, the sites will contribute some pollutants to ground and surface waters as these will be washed off by storm drainage across the site. Pollutants which accumulate on paved surfaces include heavy metals, petrochemicals and other substances. Some of these pollutants could be separated out of the storm water runoff to a certain extent, by installing oil/water separators in the on -site catch basins and grass -lined swales to transport runoff off -site. The proposed project will be required to provide storm water drainage improvements applicable under the 1992 King County Surface Water Design Manual (KCSWDM), including surface water detention, biofiltration, and oil/water separation. The proposed project must be designed to comply with all applicable Core and Special Requirements outlined in the KCSWDM. Refer to PRE96-0050 memo dated December 4, 1996 for additional information regarding stormwater detention system design criteria. The 7-day storm instead of the 24-hr storm will apply to the design of the detention system if required. L:\PRMSYs\DOCUMENT\SEP97_00.25\PW060697.DOC MEMORANDUM Date: June 2, 1997 To: Deb Barker/Julie Venn From: Fay Schafi Subject: Northshore Automotive Shop (SEP97-0025) I have reviewed the revised site plan dated May 23, 1997 for the above referenced project and have the following comments: The location of the proposed driveway is acceptable. As depicted on the site plan, the proposed on -site speed bump is too close to the driveway curb cut onto 21st Avenue SW. Vehicles entering the site have to cross the speed bump at a very slow speed, this could impede the flow of traffic on 21st Ave. SW. Therefore, to ensure safe traffic operations, the speed bump shall not be installed at the proposed location. L:\PRMSYS\DOCUMENT\SEP97 00.25\TRAFFICI.DOC interoffice MEMORANDUM Federal Way Dept. of Public Works Development Services Division To: Deb Barker From: Julie Venn Subject: Northshore Automotive Repair, UPR97-0021 - 35406 21st Ave SW Date: June 6, 1997 The Public Works Department has completed the review of the documents submitted for site plan approval. The following comments need to be addressed prior to approval: 1. See Traffic Division comments, memo dated June 2, 1997. 2. Use the King County Road Standards and the King County Surface Water Design Manual (KCSWDM) for design standards and details used for construction. 3. Provide for RV turning movements through the site and provide for adequate turnaround. An RV coming from the south turning into the site will not be able to maneuver the proposed curb radius. Comment is based on a wheel -base for a Bus. 4. The improvements along 21st Ave SW need to be shown on the site plan. Refer to the preapplication memo for improvement requirements. 5. Provide the topography survey map that has been signed and stamped by the surveyor. 6. The TIR needs to be corrected using the correct precipitation for the storm events and the pre and post 100-yr storm calculation does not use the correct areas for impervious and pervious. Detention may be required with these corrections. 7. Provide discussion and the necessary analysis of the 7 core and 12 special requirements as listed the KCSWDM. Also the downstream analysis should follow the prescribed steps and documents per Section 1.2.2. Use the Off -site analysis drainage system table as found in the design manual. L:\PRMSYS\DOCUMENT\UPR97 00.21\060697.DOC PUBLIC WORKS DEPARTMENT SITE PLAN REVIEW CHECKLIST U Ppl_ - r Project Name: Or-�-h Date: Project No.: By: Circled items need to be addressed. Checked items are complete. 4. EE.I Vicinity map with scale and north arrow. Area of site shown Impervious area listed as a percentage of gross area. Existing property lines and dimensions shown. -31hl RETURN THIS REDLINE WITH: 2- SETS REVISED PRINTS �X 1 COPY OF REVISED T.I.R. ORIGINAL MYIARS 1 SET REPRODUCIBLE MYLARS Proposed property lines and dimensions shown. Dimensions of existing/proposed structures shown. Dimensions of parking an�uslesshown 1'c+ h ef,v d rllre- '�) C LILj yz c , . 8. Existing contours shown, minimum 5 foot contours (KCAS D m). Preliminary gradi shown with proposed contours. Exrs� p rov ti cUtc f �t.� r bL,— . Lim lC V'J Cdon+j , 10. ffA Existing streams, ponds, wetlands natural drainage courses and other surface 'DriV" water shown, on or within 25 feet of the site. Fk974 11 Existing and/or proposed easements shown. 12 Location, width and names of existing abutting streets shown. devrev\siteplan.ckl Revised 11/27/92 13. Plan view o ; isting and proposed structures shown. 4 ' Existing utilities: water, sewer, storm, fire hydrants shown. /V 6- x P5- Preliminary storm drainage design, includin RID facilities and biofiltration facilities. 16. 7 core and 12 special requirements submitted. 17. Level 1 downstream analysis submitted. � of *brry) 4� <�)r (1'1rE a, l s-k 1'-3v S t j. 2 '-:ProU kU— 4-11 c — Yrld u�2 I'1'l 2 c u �r O-VIC10 - z' - h C-V- ro c (.,-r.c0 Ljo- -tz' r fir, c/nc9 -)-(s u.�--ecj? —9,Dr devrev\siteplan.ckl Revised 11/27/92 2 PUBLIC WORKS MEMORANDUM Development Services Department TO: Deb Barker FROM: Julie Venn t� V For Your Information DATE: December 04, 1996 SUBJECT: Northshore Automotive Shop - PRE96-0050 35406 21st Ave SW V After reviewing the materials submitted and a visit of the propose&ed \QW,#4V5wV comments and findings address issues that need to be resolved prior to developing the site. LAND USE ISSUES If the applicant proposes to create more than 5,000 square feet of impervious surfaces, then surface water runoff control and treatment will be required per the King County Surface Water Design Manual (KCSWDM), the City's amendments and through the SEPA process, the Hylebos Creek and Lower Puget Sound Basin Plan. The City has identified downstream conveyance, erosion and habitat problems associated with stormwater runoff: As part of the land use application and SEPA process, the applicant will need to provide analyze of those problems and appropriate mitigation as approve&by the City. The applicant may provide an independent study and mitigation proposal or, as an option, the applicant may provide mitigation as recommended in the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound. More specifically, the site is located within the West Branch Hylebos Creek, an area recommended for enhanced stormwater infiltration and implementation of basinwide recommendation BW-2. Soil logs will need to be provided to verify infiltration suitability. In the event that infiltration cannot be achieved and runoff must be discharged off -site, the storm water retention/detention (R/D) facilities shall be designed to control the pos- development 2- and 10-year, 7-day design storm flow to corresponding pre - development levels, per the Bruce Barker method used in the King County Surface Water Design Manual (KCSWDM). 2. At the time of the site plan review submittal a narrative addressing the relevance to the project of the 7 core and the 12 special requirements of the KCSWDM will be required. A Level I downstream analysis shall also be provided. The city has available 1" =100', 5 foot contour, planimetric maps that must be used for basin analysis. Contact Kevin Peterson, Engineering Technician at 661-4126 for further details. 3. The proposed driveway shall be a maximum of 30 feet wide. (FWCC 22-1542) Driveways may not be located closer than 150 feet to any street intersection or to any other driveway, whether on or off the subject property. (FWCC 22-1543) 4. Section 22-1473 of the FWCC requires full width right-of-way improvements along 21st Ave SW, a principal arterial. The improvements include both sides of the road and any necessary transitions. Per section 22-1524, principal arterial classification requires a minimum right-of-way width is 100 feet, minimum paving width is 60 feet with vertical curbs, street lighting, 8 foot sidewalks with a minimum 6 foot utility/landscaping strip planted with street trees at 30 foot on center. Bicycle lanes shall be required along the principal arterial. 5. Per section 22-1477 of the FWCC, the applicant may make a written request to the Public Works Director for a modification, deferment or waiver from the above requirements. A handout on these procedures is attached. 6. The site plan submitted should show the location of any existing and proposed utilities in the areas affected by construction. Attached is the Public Works review checklist for Site Plan Submittal. BUILDING PERMIT ISSUES 1. Final site improvement plans will need to be prepared for the project and submitted with the building permit application. The plans shall be drawn on 24" x 36" size sheets at a scale of 1" 20', based on KCAS or NGVD-29 vertical datum and signed/sealed by a professional engineer licensed in the State of Washington. 2. Provide an Erosion/Sedimentation Control plan, details and a construction sequence for the proposed development that conforms to the current KCSWDM. 2. As -built storm drainage and street improvement plans on mylar per the city's as -built standard and the approved hydraulics report for the site are required at the completion of the project. 3. Prior to issuance of the building permit, payment of engineering review costs, Public Works inspection fee deposit, and posting of a performance bond is required. A supplemental administrative fee deposit shall also be provided in accordance with the table in FWCC section 22-151. A two-year maintenance bond in the amount of 30- percent of the bond amount will be required after acceptance of on -site and off -site improvements and as -built plans. 4. The applicant shall reimburse the City for the cost of all required regulatory, warning and street name signs that are installed prior to acceptance by the City of all other required improvements. 5. Copies of Public Works' standard checklists are available upon request to assist the applicant's engineer and other professionals in preparing plans for review. MEMORANDUM Date: December 11, 1996 To: Julie Venn From: Fay Schafi Subject: Northshore Automotive Shop (PRE96-0050) We have reviewed the pre -application materials submitted for the above referenced project and have the following comments: ■ The proposed project is not expected to generate significant traffic impacts, therefore, TIA is not required. • The proposed driveway does not meet the City's 150 feet minimum driveway spacing requirement. To comply with this separation requirement, the driveway must be re -located further to the north. L:\PRMSYS\DOCUMENT\PRE96_00.50\TRAFFICI.DOC f)o H�i �� FA-1 e � I J()," K/�- -Fl m� p Li Gas ems^ (LID sf✓-e�f . CITY OF A 33530 1 ST WAY SOUTH June 6, 1997 Mr. Michael Donahue Northshore Automotive 2100 SW 356th Street Federal Way, WA 98023 (253) 661-4000 FEDERAL WAY, WA 98003-6210 RE: Notice of Incomplete Application and Preliminary SEPA Comments Northshore Automotive Center 36506 - 21st Avenue SW Federal Way File Nos. SPR97-0021, SEP97-0025 Dear Mr. Donahue: On May 12, 1997, the Department of Community Development Services received your development permit application to construct an automotive and RV engine repair shop in a two level building in Federal Way. Upon receipt -of your application, City staff reviewed the submittal packet for completeness based on the submittal requirements for Site Plan Review and State Environmental Policy Act (SEPA) Review. INCOMPLETE APPLICATION During the course of the City's review, the following items were found to be incomplete. In order for your application to be considered complete and ready for processing, the items from the Development Application Submittal Requirements checklist identified below must be provided: A survey must be submitted per section J of the Development Application Submittal Requirements checklist. (The Warren Lay survey submitted with the preapplication could be revised to meet these requirements and six copies submitted). The site plan (C-1) must depict the following information: • Height and total gross floor area of all proposed floors or levels • Site acreage • Dimensions of proposed parking layout • Streams, ponds, wetlands, natural drainage courses and other surface water features on or within 100 feet of the site. (Provide a statement if none of these features exist) • Existing and proposed easements must be labeled • Existing and proposed utilities: water, storm sewer, sanitary sewer and fire hydrants • Total parking stall count • UBC Construction type Mr. Michael Donahue June 6, 1997 Page 2 The Drainage plan (C-2) must depict the following information: • Approximate cut and fill quantities of the earthwork • Total impervious surface area. The Landscape Plan must depict the following information: Location and square footage calculations of drought tolerant landscape areas to meet the requirements ofFWCC section 22-1564(f) Square footage calculations and locations of parking lot landscaping to meet the requirements ofFWCC section 22-1567(b)(1) The building elevations must depict the following information: • The name, phone number and license stamp of the preparer PRELINIINARY SEPA REVIEW COM VIENTS Preliminary SEPA comments are provided below. These issues were identified in reviewing the application for completeness. Clarification of the items listed below will be helpful in expediting the project when the city receives a complete application and begins review. SEPA checklist: The checklist must be revised to reference the following information: B.1.e - Provide approximate quantities of grading and filling, and the source, if known, for fill. B.2.a - (air) Provide additional information about the *specific types of emissions and the quantities of these emissions such as the number of vehicles under repair at any one time, etc. Discuss measures to control harmful emissions within a closed area (any ventilation systems?) and any possible venting of odors. B.7.a - (environmental health)Provide additional information about the specific type of hazardous waste material on site. Discuss mitigation for fire and explosions. Provide a copy of the hazardous material disposal plan with the building permit application. Where us the waste oil tank located? How often is it emptied? B.7.b - (noise) What are the types and levels of noise generated from the facility? What are the hours of operation? Are the windows facing the residential uses insulated? B.11 - (light and glare) How tall will the exterior lighting fixtures be? Will lighting be included in the rear parking? (Refer to Police Department comments). Describe the exterior lighting and screening elements. DEVELOPMENT REVIEW COMM TTEE (DRC) COAMENTS PtibcWorks/Engineering, contact lulie Venn, 661-4125 Mr. Michael Donahue June 6, 1997 Page 3 SEPA and Site plan comments are enclosed. lif, 3yorks/Traffic, Cn h fi 66 -4 3 A June 2, 1997 memorandum is enclosed. jjui1djjgg Department. Comments dated June 4, 1997 are enclosed. li, Safety Department,n Brian it n 661-4602 Comments dated May 23,1 997 are enclosed. La kehaven Utilityi246-5400 Preliminary comments from the district dated June 5, 1997 are enclosed. SEPA related comments will be available avirlater date. PLEASE NOTE: It is important that an application for Developer Extension Agreement (DEA) be submitted aa 50on i to Lakehaven Utility District to allow for processing. Site plan approval cannot be issued until Lakehaven's concerns regarding utility placement are resolved. incontact District comments dated December 9, 1996 (from the preapplication meeting) are still applicable and are enclosed. After receipt of the requested information noted in the "incomplete application" section of this letter, the Department will notify you within fourteen (14) days whether your application is considered complete or what, if any, information is still needed. It is important to note that the Department cannot begin processing your formal application until all items are submitted. Please contact me at 661-4103 if you have any questions. Sincerely, Deb Barker Associate Planner enc: Development Application Submittal Requirements checklist from planner Comments from Traffic division Comments from Building Department Comments from Public Safety Department Comments from Lakehaven Utility District Comments from King County Fire District spr\comercal\northaut\incomple.ltr c: Julie Venn, PW Development Engineer Fay Schafi, PW Traffic Division Ken Cornwall, Lead Plans Examiner Brian Wilson, Deputy Chief/Police Mary Young, Lakehaven Utility District Greg Brozek, Fire District file t a Deb1 s Site Plan Review Analysis Work Sheet 61Yq7--- NORTHSHORE AUTOMOTIVE CENTER File Number: SEP 97-0025, SPR 97-0021 Date: May 29, 1997 Date application submitted: May 12, 1997, 28 days is June 9, 1997 Proposal: SEPA and site plan review for construction an automotive and RV engine repair shop in a 2 - level 4,000 (is this correct? What about 2nd level sq footage?) square foot building with office and waiting space, a drive through canopy, 17 parking stalls, a bioswale and landscaping Site Address: 35406 21st Ave. SW Comp Plan Designation: BN (Neighborhood Business) Zone Designation: BN Kroll Page: ** Use Classification: Vehicle service station providing repair Citation Number: FWCC 22-723 Legal Lot: Yes, lot 32 of unplatted 25-21-04 Lot Size: 35,116 square feet Review Process: Process II Site plan approval, SEPA Notice of app/notice of decision: Complete application, SEPA decision notice. Environmentally Sensitive Areas: none SEPA: Required due to size of structure, grading amounts? Filing Fees (SPR, UPR, SEPA): SEPA: $472, SPR $1,218 = $1690.00, Paid *** Required Yards (required/proposed): Front: 40 feet/ 80 fee proposed. Side: 10 feet and 20 feet on north against res zone/ 20 feet north and 10 feet south (with parking) Rear: 15 feet /85 feet to garbage facility Improvements in required yards: driveway, parking stalls and bioswale in front yard setback but not in landscape setback ((structures, am Sec. 22-1133, driveways and parking areas, see Sec. 22-1135) Lot Coverage (allowed/proposed): No minimum do count outdoor use or storage area if used more than 2 moslyear, do not count access esmt. if for 2 or more lots) Building Height (allowed/proposed): 35 feet/22 feet in height proposed. Parking (required/proposed/compact provided): Case by case basis= 17 stalls provided? Says SEPA includes 2 barrier free, need to see exactly where these are Special Notes (from zoning code): 1) Gas pump islands canopies and covers can be not closer than 25 feet to any property line, outdoor parking and service areas may not be closer than 10 feet to any property line 2. Hours of operation may be limited to reduce impacts on residential uses 4) vehicle and chasis repair and painting not permitted in this zone 5) All service and repair must take place within an enclosed building. Vehicle storage areas shall be fully screened per FWCC 22-1111. 6) Bay doors may not front ROW 7) If within 100 feet of residential zone, then shall not exceed 30 feet in height and structure set back minimum of 20 feet from zone. (Applicants meets this requirement) *Design guidelines apply to buildings and site. Fences, screening of outside storage areas: Required for outdoor vehicle screening Parking: Number of stalls (required/provided): Case by case basisM provided, do we need some documentation of how the site will be parked? Employee and client numbers? Stall Geometry and drive aisle width: Rear are 30 degree around circle, south side are 90 degrees and parallel,. Confn n location Location: South side of the site and the rear. Setbacks: All setback 10 feet from PL per code requirements Curbing and sidewalks: Good pedestrian access from ROW to building on the north side of the site. Parking drivers walk across the driveway and need a dedicated corridor Surface materials: Asphalt driveway and front parking stalls, gravel proposed for rear parking lot, concrete parking apron and pedestrian walkway Landscaping: Requirements (perimeter landscaping, adjacent use, zoning): type 1115 feet wide required on west and south sides as abut ROW and non-residential zones, 15 feet of type I on north and east sides, as abutt residential zoning Parking Lot Landscaping:-340 sq ft of interior parking lot landscaping required with 17 parking stalls. Unable to determine where all of this is.. # of parking stalls X 20 sq ft for up to 49 stalls/# of parking stalls X 22 sq ft for over 50 parking stalls: Required interior islands: unknown where these are. Good use in rear, need more definition in front end of rows: not called out Parking areas/screening for ROW's: Need this along west property line Landscape Irrigation: unknown Significant trees: landscape plan says 15 total, 8 removed, 7 retained, 12 removed would be 75 percent. No replacement required. TIR will need protection information Landscape Bonds: with C/o Miscellaneous: Design guidelines apply: see review Facade Modulation: North and south facades are 100 feet each but not all visible from ROW Recycling provisions: (not in required yard or buffer): OK location, screening and setbacks at the east end of the building. Passage from building to this area? Lighting: Required, not in required landscape areas Outdoor use/storage areas: rear parking area must be fully screened (6 ft. solid fence, is not in required buffer) Rooftop screening: Any? Signage,(requires separate permits): ROW frontage: approx 125 feet Non -Conformance: Required Discussion: Design guidelines - Projects subject to site plan review are subject to the provisions of FWCC Article =, Design Guidelines. The following is a review of some of the design guidelines standards applicable to your project, with a response as to how the standards can be met on the site. A redlined copy of the elevations and site drawing is included to reference the design guideline and site plan comments. Please be advised that it is the applicant's responsibility to demonstrate how design guidelines have been satisfied. A. FW C Section 22-1634 a Site de i n 11 Bonin district V (A) General Criteria: "'/` " (1) Natural amenities such as views, signiftca t or r ' 'trees, creeks, or riparian corridors ... should be iiicorpor e n e design. (2) Pedestrian areas and amenities should in rated into the overall site design. (3) Pedestrian areas should b asily seen, accessible, and located to take advantage of surroundi g tures such as building entrances, open spaces, significant landscapiiique topography or architecture and solar (4) ,Staff 5 2 (3) exposureters Projectsli strive for overall design continuity by using similar elem s ughou the project. II , sn�nsil: These criteria have not been addressed in the site plans. face�T. rking lots: Vehicle turning movements shall be minimized. Parking aisles without loop access are discourages. Parking and vehicle circulation areas shall be clearly delineated using directional signage. Driveways shall be located to be visible from the right-of-way but not impede pedestrian circulation on -site or to adjoining properties. Driveways should be shared with adjacent properties to minimize the number of driveways and curb cuts. (4) Multi -tenant developments with large surface parking lots adjacent to a right-of-way are encouraged to incorporate retail pads against the ROW to help break up the large areas of pavements. Staff response: The majority of the parking is non -looped. On -site driveways presently shared with Wells Fargo. Pedestrian access from ROW and adjacent properties is not provided. (D) Pedestrian circulation and public areas (1) Primary entrances to buildings should be clearly visible or recognizable from the right-of-way. Pedestrian pathways from ROW and bus stops to primary entrances, from parking lots to primary entrances and pedestrian areas, shall be accessible and should be clearly delineated. (2) Pedestrian pathways and areas should be delineated by separate paved routes using a variation in paved texture and color, and protected from abutting vehicle circulation areas with landscaping. Approved methods of delineation include: stone, brick or granite pavers, exposed aggregate, or stamped and colored concrete. Paint striping on asphalt as a method of delineation is not encouraged. (3) Pedestrian connections should be provided between properties to establish a pedestrian link to adjacent buildings, parking, pedestrian areas and public rights -of -way. (4) Bicycle racks should be provided for all commercial development. (5) Outdoor furniture, fixtures and street scape elements such as lighting, free standing signs, trellises, arbors, raised planters, benches, and other forms of seating, trash receptacles, bus stops, phone booths, fencing, etc., should be incorporated into the site design. Staff response: Pedestrian corridors through the site, linkages from the ROW and adjacent properties, and other pedestrian related amenities have not been provided. Refer to the enclosed site plan for comments. (F) Commercial service facilities (1) Commercial services should be located in such a manner as to optimize public circulation and to minimize visibility into such facilities (a) Service yards and loading areas shall be designed and located for easy access by services vehicles and tenants and shall not displace required landscaping, impede other site uses or create a nuisance. (b) Trash and recycling receptacles shall include covers to prevent odor and wind blown litter. (c) Service yard walls, enclosures and similar accessory site elements shall be consistent with the primary buildings relative to architecture, materials and colors. (d) Chain link fencing shall not be used where visible from public streets, on -site major drive aisles or pedestrian uses. (2) Site utilities shall comply with the requirements of FWCC Section 22- 1634(f)(2). Staff response: Trash enclosure facility proposed in building setback area, must be relocated. Sizing must be verified and details provided. B. FWCC section 22-1635 ffiiildinv design - all zonin district (c) l3uildirag facade articy1cition and scale: Building facades visible from the right-of-way and other public areas should incorporate methods of articulation and accessory elements in the overall architectural design: a) Showcase, display or recessed windows; b) vertical trellis in front of the wall with climbing vines or similar planting; c) set the wall back and provide a landscape or raised planter bed in front of the wall with plant material that will obscure the wall's surface; d) artwork such as mosaics, murals, decorative masonry or metal patterns over a substantial portion of the blank wall surface; e) architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, reveals, canopies and awnings; f) material variations such as colors, brick or metal banding or textural changes; and g) landscaped public plazas. Staff response: The west and south facades of the buildings are visible from the rights -of -way. Elevations depict architectural features such as windows and color variations. Canopies or awnings, cornice or reveal articulation, raised planters along the facades, and pedestrian plazas could be provided to meet the guidelines. C. FWCC section 22-1636 Building and pedestrian orientation - all zoning districts (A)(1) Buildings should be generally orientated to ROW, per FWCC Section 22- 1638. Features such as entries, lobbies and display windows should be orientated to the ROW, other uses screening, artwork, murals landscaping or combination thereof should be incorporated in the street orientated facade. (2) Plazas, public opens paces and entries should be located at street corners to optimize pedestrian access and use. (3) All buildings adjacent to the street should provide visual access into human services and activities within the building if applicable. (4) Multiple buildings on the same site should incorporate public spaces (formal or informal). These should be integrated by elements such as plazas, walkways and landscaping along pedestrian pathways, to provide a clear view to destinations and to create a unified campus -like development. Staff response: Building linkages have not been provided. Street facades must be augmented to meet the intent of the design guidelines. Public spaces have not been identified. G FWCC Section 22-1638 b - Office Park OP district Vitidefine. 1. Surface parking may be located behind the building, to the side of a building or adjacent to the right-of-way; provided however that parking located adjacent to the right-of-way maximizes pedestrian access and circulation pursuant to FWCC Section 22-1634(d). 2. Buildings with ground floor retail sales or services should orient major entrances, display windows and other pedestrian features to the right-of- way to the extent possible. Ground -level mirrored or reflective glass is not encouraged adjacent to a public right-of-way or pedestrian area. Staff Response: Window or door treatments such as contrasting trim, or a canopy should be incorporated to identify the building entrance and activities. Pedestrian circulation has not been provided and must be maximized as noted. Prepared by Deb Barker: MEMORANDUM Date: June 2, 1997 To: Deb Barker/Julie Venn From: Fay Schafi Subject: Northshore Automotive Shop (SEP97-0025) I have reviewed the revised site plan dated May 23, 1997 for the above referenced project and have the following comments: ■ The location of the proposed driveway is acceptable. ■ As depicted on the site plan, the proposed on -site speed bump is too close to the driveway curb cut onto 21st Avenue SW. Vehicles entering the site have to cross the speed bump at a very slow speed, this could impede the flow of traffic on 21st Ave. SW. Therefore, to ensure safe traffic operations, the speed bump shall not be installed at the proposed location. I:\SPR\COMERCAL\NORTHAUT\TRAFFIC.COM City of Federal Way Department of Community Services MEMO to Community Development Review Committee Date: Case Number: Project : Location: Project Planner: June 4, 1997 SEP97-0022 Northshore Automotive Shop 35406 - 21st Avenue SW Deb Barker THE BUILDING DIVISION, has reviewed the submitted information and has the following comments: 1. The application documents are complete for Buildings to review related to SEP97-0022 and UPR97-0021. 2. The proposed project will be classified as mixed "H-4 & B" occupancy according to Section 3 04. 1 and 3 07. 1 of the Uniform Building Code. 3. The construction type for the proposed building is Type 5N. 4. Building setbacks for the proposed structure are acceptable as shown in the proposal. 5. All portions of the facilities are required to be accessible in compliance to State regulations per WAC 51-30-1100. All restrooms shall be accessible for this project. 6. Comply with State regulations per WAC 51-11 and 51-13 for energy conservation and fresh indoor air requirements for the proposed building. 7. Section 904.2.5.2 requires that the "H-4" occupancy shall be fire sprinkled since the floor area is over 3000 sf. 8. The proposed project is feasible as presented in regard to the City's building code regulations. 9. Other issues will surely come up ' as the design progresses. Buildings recommends another preliminary review at the 90% mile stone of design development. ATTACHMENTS FROM BUILDING DIVISION, for information on building permit application procedures: Application for Building Permit Building Permit Application Checklist, Commercial Analysis of 1994 UBC requirements for this project Respectfully, en Cornwall Lead Plans Examiner KSGksc(KC7 SEP25) G Dick Mumma File: SEP97-0025 CITY OF FEDERAL WAY, COMMUNITY DEVELOPMENT 33530 - 1st Way South, Federal Way, WA 98003-6221 Phone: (206) 661-4123 - Fax: (206) 661-4129 BUILDING DIVISION COMMERCIAL PROJECTS s Building Permit Application Checklist Full Sized Drawings: 1. COMPLETE PLANS - Providr, f= (.5) sets with the application package. The maximum size of sheet to be accepted shall not be greater than 24"x 36". A complete set of plans will include; architectural site plan, civil drawings, landscaping sheets, architectural drawings, structural detail sheets, mechanical sheets, plumbing layout and riser diagrams. All drawing sheets shall be stamped and signed by the Washington State registered professional who supervised the preparation as compliance to UBC Section 106.3.4. 2. CIVIL SHEETS - Submit one (1) additional set to be used by the Public Works staff as a working copy during review. _3. LANDSCAPE MAMMMS - Submit one (1) additional set to be used by the Planning staff as a working copy during review. 4. HEALTH DEPT.- which have the King County Health Dept. approval stamp affixed. This is for projects which include food service facilities, septic systems or other elements within the project which require health department approval. 5. ADD3 i i 1 when there ~ are multiple buildings on the site, which need addresses to be assigned, Reports and Calculations: 1. - 2 of the soils investigation and recommendations report in compliance with UBC Section 1804. Preparation of the report shall be under the supervision of a professional engineer who is registered in the State of Washington for compliance with UBC Section 106.3.4.. _2. STRUCTURAL CALCILL—ATIONS2 of the structural calculations for gravity and lateral forces in compliance with UBC Chapter 16. The preparation of all structural design documents shall be supervised by a professional engineer who is registered in the State of Washington. The documents shall have his stamp with signature as compliance to UBC Section 106.3.4. 3. 2) copies of energy code compliance documentation which shows compliance to the Washington State Codes of WAC 51-11 and WAC 51-13. The 1994 Washington State Nonresidential Energy Code Compliance Form is the preferred submittal format, but any format which provides the required data is acceptable. Code Compliance Coverage: 1. ThQ currentnational by the City of Federal Way are as follows: 1994 Uniform Building Code 1994 Uniform Mechanical Code 1994 Uniform Fire Code 1991 Uniform Plumbing Code 2. Re State of Washinzan has amendedthe national codes as follows: WAC 51-30 for the UBC WAC 51-32 for the UMC WAC 51-34 & 51-35 for UFC WAC 51-26 for the UPC 3. The R 1 i n f r Barrier Fr D i an of the State of Washington apply to all commercial projects within the City of Federal Way. Therefore compliance to the requirements of WAC 51-30, Chapter 11 will be checked as part of all plan reviews. _4. The Cityr Way -has -adopted the national codes with the State amendments plus local amendments as described in the Federal Way City Code, Chapters 5 and 8. —5. Local,1 desi n assumptionsfor UBC, Chapter 16 shall be as follows: Seismic Zone No. 3 Wind Speed 80 MPH at Exposure C Roof Snow Load of 25 PSF —6. Special Insptclions by an approy .ling lahoratory are required for all commercial projects as described in UBC Section 1701. Some common inspections to be performed include; cast -in -place concrete pours, reinforcing steel placement, anchor bolt placement; site welding work; structural masonry placement with grout and reinforcing. Only special inspection agencies registered with the Washington Association of Building Officials will be accepted as approved. Other Submittals: _1. S?,:parate mrmi pptEcation. and review prgcesses occur for the following related work: Fire Sprinkler and Alarm Systems Electrical Systems & Service Rack Storage Systems over T-0" high Rockeries over 4'-0" high Retaining Walls over 4'-0" high Kitchens and Food Service Demolition and Site Preparation Signs 2. Tht-submittal Qf revision mn n for projects under plan review of after permit issuance are to be on 8-1/2"x 11" sheets. The AIA format for Architect's Supplemental Information documents is preferred. Full sets of drawings containing revision updates shall not be accepted as revision documents. Additional plan review fees may be charged if full sized revision sheets are submitted. Project Specific Notes: BunmiNGDIVISION «*•OF 33530 First Way South �.x-J = �j�"t.� Federal Way, WA 98003 U �y (206) 661-4000 Fax (206) 661-4129c APPLICATION FOR BUILDING PERMIT PLEASE PRINT APPLICATION # Address Tenant (if known) Lot # Assessor's Tax # Building Owner's Name Address city State Zip Phone Nature of Work Name (F,M,L) Address City state Zip Contact Person Day Phone Other Phone Fax WON Company Name Address City State Zip Contact Person Phone Fax Contractor's # (card must be presented) Expiration Date Verified ❑ Yes ❑ No Name Address City State Zia Contact Person Phone Fax LEGAL DESCRIPTION Permit includes: Type of Work: ❑ Residential ❑ Commercial Enter let Floor sq ft Area Basement sq ft Water Availability ❑ Sewer A Name Contractor Name Contact License # Contractor Name Contact License Water Cl Bathtubs Showers .sting Use -oposed Use ❑ Building ❑ Plumbing _❑ Mechanical ❑ Other ❑ New ❑ Remodel ❑ Number of Units ❑ Deck ❑ Addition ❑ Gara e ❑ Shed ❑ Other 2nd Floor sq ft 3rd Floor sq ft Existing Floor Area sq ft Docks Sq ft Garage sq ft Proposed Total Area sq ft L7 On -Site Septic System Availability ❑ Project Valuation $ Lot Size Existing Bldg Valuation I $ Dish Washers Drin Electric Water Heaters Surr Washing Machine Drai Address State Address State Zi Phone Fax Expiration Date Verified ❑ Yes ❑ No Address Phone Fax Expiration Date Verified ❑ Yes ❑ No Lawn Total Fixtur ;:Caurit MECHANICAL EVALUATION ONLY $ Fuel Type (electric/other) Gas Dryer Air Handling < = 10,000 CFM 15-30 Tons Length of Gas Piping Range Air Handling > = 10,000 CFM 30-50 Tons Furn <100K BTUs Gas Log Unit Heater 50+ Tons Furn > 100 BTUs I Fans Miscellaneous Fuel Tanks Gas Hwt Hood Boilers Above Ground Conv Burner Duct Work 0-3 Tons Underground BBQ's I Wood Stoves 3-15 Tons Total unit fpvnt DISCLAIMER: I certify under penalty of perjurythat the information famished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and attomeys' fees incurred in investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the City of federal Way, but only where such claim arises out of the reliance ofthe city, including its officers and employees, upon the accuracy ofthe information supplied to the city as a part ofthis application Owner/Agent: Date: aunnwa.Am fi Y*Ea 12111/90 City of Federal Way Building Division 33530 First Way South Federal Way, Washington 98003 (206) 661-4112 Plan analysis based on y the 1994 Uniform Building Code Project Number: SEP97-0025 Date: June 4, 1997 Project Name: Northshore Automotive Shop Address: 35406 21 Ave. SW Contractor: Occupancy: H4,B Architect: Construction: V-N Engineer: Analysis By: Dick Mumma NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code (1994 edition) with permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 20.0 Feet 20.0 Feet EAST Property line 102.0 Feet 102.0 Feet SOUTH Property line 45.0 Feet 45.0 Feet WEST Public way 160.0 Feet 130.0 Feet Allowable area increased 62.50% for open area on 3 sides. -- Sec. 505.1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------- 2 Office B ok 800 13000 0.06 ok TOTAL FOR FLOOR 800 13000 0.06 ok 1 Office B ok 640 13000 0.05 ok 1 restrooms,storeage B ok 160 13000 0.01 ok 1 Repair Garage H4 ok 3200 8288 0.39 ok TOTAL FOR FLOOR 4000 8935 0.45 ok BUILDING TOTAL 4800 18853 0.25 ok Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW The actual height of this building is The maximum height of the building is Page # 2 22.0 feet. 40.0 feet. -- Table 5-B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Occupancy H4 B EAST For Occupancy H4 B SOUTH For Occupancy H4 B WEST For Occupancy H4 B None 3/4 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Not Allowed Non -Bearing Wall 0 hour 0 hour - Non -Bearing Wall 0 hour 0 hour Non -Bearing Wall 0 hour 0 hour Non -Bearing Wall 0 hour 0 hour Opening Protection None None Opening Protection None None Opening Protection None None Opening Protection None None Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No -- No fire protection requirements for openings. -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 713.8 -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Shaft Enclosure Any 1 hr Floor/Ceiling Assembly Any 0 hr See Footnote #18 Roof/Ceiling Assembly Any 0 hr Stairs Any None NOTE: See Section 711 for shaft enclosure exceptions. FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted Page # 3 Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW w v or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. - Table 6-A, footnote 1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 DRAFT STOPS: If there is combustible construction in the floor/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 1,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.1.3 If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 OCCUPANCY SEPARATIONS -- Table 3-B H4-B lhr HEATING EQUIPMENT SEPARATION: FOR H4 OCCUPANCY: A 2hr occupancy separation is required around rooms containing a boiler or central heating unit. -- Sec. 302.5 FOR B OCCUPANCY: A 1hr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an H4 occupancy. EXIT REQUIREMENTS: NUMB MIN MIN PANIC RATED DOOR NOTES FL NAME OCC EXITS WIDTH HDWR CORRIDOR SWING 2 Office 8 --------------- 1 0.1 No No No / R 9 N/R TOTAL 8 6 1 1 0.2 0.1 No No No N/R 9 1 Office 1 restrooms,storeage AC 2 1 0.0 No No N/R Out 8 1 Repair Garage 16 2 0.3 0.4 No No No No Out TOTAL 22 1 Code review for: Page # 4 Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW NOTE: Areas with 'AC' before the number of occupants area is being treated as an accessory for occupant loads. -- Sec. 1002.1.1 exception In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003.3 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1013.1 Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- exc. 1 Door swing is based on Sec. 1004.2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec. 1003.2. Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0.2) Width shown for 1st floor is based on other exits. (0.2) Width shown for other floors & basements is based on stairways. (0.3) For the minimum width of doors, see Sec. 1004.6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Sec. 1006.2 FOOTNOTES: 8) The number of exits is based on Sec. 1018. 9) If this entire story has an automatic sprinkler system and an automatic smoke -detection system is installed within the corridor, and actuation of any detector shall activate alarms is all areas served by the corridor, the corridor need not be rated if the occupant load is less than 100. -- Sec. 1005.7 exc. 5 FLUSH AND SURFACE BOLTS: Manually operated edge or surface -mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1004.3 LOCKS AND LATCHES: All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. -- Sec. 1004.3 Page # 5 Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW STAIR NOTES: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs. -- Sec. 1006.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1006.2 Also see exit table above to see if minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide. Sec. 1006.9 & exception 1 4) Provide a guard rail where drop off is greater than 30 inches. -- Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3 exc. 2 7) The minimum headroom is 6 ft.- 8 inches. Such clearance shall be measured vertically from a plane paralled and tangent to the stairway tread mosing to the soffit above at all points. -- Sec. 1006.15 8) Enclosed usable space under the stairs is required to be protected as required for lhr fire -resistive construction. -- Sec. 1006.12 Stairways are required to be in exit enclosures. -- Sec. 1009.1 Exception 1 1) The walls of the enclosure are required to be 1 hr fire assemblies. Sec. 1009.2 2) The openings into the exit enclosure are required to be 1 hour assemblies. Note: Openings into enclosure are limited to those necessary for exiting normally occupied spaces. Doors shall be maintained self -closing or shall be automatic closing by actuation of a smoke detector. -- Sec. 1009.3 3) A connection to the exterior is required with the same fire protection as the exit enclosure. -- Sec. 1009.4 4) The space under the stairs (enclosed or not) may not be used for any purpose. -- Sec. 1009.6 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1004.9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1004.10 TRAVEL DISTANCE: The maximum travel distance in this building is 150 feet. -- Sec. 1003.4 Page # 6 Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW BUILDING ACCESSIBILITY: 1) This building including each tenent shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall eitherincorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommiodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904.2.2 Note: Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft of opening in every 50 lineral feet of wall. An automatic sprinkler system is required in an H4 occupancy more than 3000 square feet. -- Sec. 904.2.5.2 If there are 100 or more sprinklers, all valves controling the water supply and water -flow switches shall be electrically monitored. Valve monitoring and water -flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 Page # 7 Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: FIRE ALARM SYSTEM: A manual fire alarm system shall be provided in Group H Occupancies used for the manufacturing of organic coatings. Smoke detection shall shall be provided in rooms used for the storage, dispensing, use, and handling of hazardous materials. -- Sec. 307.9 The alarm system is to be as set forth in the Fire Code. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Code review for: Page # 8 Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed -swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than' 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. ADDITIONAL REQUIREMENTS: For H4 occupancy 1) If required by the Fire Code, floors shall be recessed a minimum of 4 inches or shall be provided with a liquid -tight raised sill with a minimum height of 4 inches. When liquid -tight sills are provided, they may be omitted at door openings by the installation of an open -grate trench which connects to an approved drainage system. -- Sec. 307.2.3 2) Smoke and heat venting shall be provided as set forth in the Fire Code. -- Sec. 307.2.6 For B occupancy Page # 9 Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to Page # 10 Code review for: Project Id.: Northshore Automotive Shop Address: 35406 21 Ave. SW to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches -in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 CITY OF FEDERAL WAY DEPARTMENT OF PUBLIC SAFETY Memorandum DATE: May 23, 1997 TO: Deb Barker, Planning Division ` 1 FROM: Brian Wilson, Deputy Chief / Polik SI20 SUBJECT: CDRS Review: "Northshore Automotive Complex" This is a new construction project of a 4000sf., two-story, automotive/RV shop with business office areas. It is located at 35406 21st S.W. The "policing issues" with this building site and facility concern 1)exterior lighting, 2) access and exterior views into the "vehicle storage yard" at the buildings Easterly end; 3) door hardware, gate, and potential alarm design on the site. I. Exterior Lighting The submittals indicate the installation of properly directed anti -glare lighting in the l6 stall parking lot, but fail to mention lighting in the fenced vehicle yard at the rear of the building. I would expect this less visible obscured -from -the -street locale to be more vulnerable to theft and prowl activity. I would therefore suggest maximum lighting intensity in this area. Motion sensing lighting (not easily defeated or broken) or other motion activated devices (not an alarm) might also be of benefit in deterring lesser determined thieves or those unfamiliar with the premise. Z. Access To The "Vehicle Storage Yard" From an operational and access/workflow perspective, the lack of a personnel door at the East end of the building may be worth reconsideration. At present, employees would have to exit via a bay/roll-up door then travel through the gate/fence to get to the vehicle lot. The inconvenience of the distance traveled and/or the heating and cooling loss of the shop area (energy) are worth considering. The shop's doors face directly into the mid -morning to late PM sun during the spring/summer season. If security is the rationale for lack of a door at this location a steel door and frame with good hardware would suffice -- or perhaps a "personnel door" within one of the roll -up bay doors. I see no reference to a fence enclosing the Easterly vehicle storage yard perimeter -- beyond the gate controls. Can persons move on -foot to the vehicle storage lot bypassing the gate? If so, a perimeter fence is suggested. 3. Boor Hardware ate and Potential larmin a the Buddin /Site I cannot comment on the integrity of doors and hardware as there is no door schedule or hardware plan. If desired by the owner, I offer the service of our Crime Prevention personnel to assist in review of these and other building components. Should an alarm be envisioned by the owner -- an on -site collaborative session between them and the owner would be beneficial during or after construction. Thank You for the opportunity to comment ... RECEIVED BY COMMI h ' '1EVELOPMENT DEPARTMENT +M 2 8 1997 o TECHNICAL REVIEW COMMERCIAL Agenda Date: December 9, 1996 Subject: Northshore Auto Repair/PRE96-0050Barker To: Development Review Committee From: Greg Brozek, Fire Marshal's Office - K.C.F.D. #39 WAffA SUPPLIES FOR FIRE PRQ`l'IICTI The required fire flow for this project is gallons per minute. A Certificate of Water Availability shall be provided indicating the fire now available at the site. This project will require fire hydrant(s). Existing fire hydrants on public streets are available for this project. Existing fire hydrants on adjacent properties shall not be considered unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided. Fire hydrants: 1) Shall be located not more than 300 feet on center. All measurements shall be made as vehicular travel distance. 2) Shall not be located closer than 50 feet to any building. 3) Shall not be obstructed by any structure or vegetation, nor shall the visibility of the fire hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. [K.C.F.D. #39 Administrative Policy Guideline No. 1004] Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. When exposed to vehicular damage, fire hydrants shall be suitable protected. Fire hydrants shall be in service PRIOR to the start of combustible construction. FIREAPPARATUS S ACCESS ROADS Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 25 ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de- sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent. [K.C.F.D. #39 Administrative Policy Guideline No. 10061 Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. Fire apparatus access road gates shall comply with K.C.F.D. #39 Administrative Policy Guideline No. 1003 (copy attached). Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. FIRE-EXTIN HTNG Y TEMS Four (4) sets of plans and specifications for automatic fire -extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items listed in Chapter 6 of 1994 Uniform Building Code Volume 3 (UBC Standard 9-1) that pertain to the design of the system. Sprinkler plans shall bear a Washington State Certificate of Competency stamp. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Area separation walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system. [Federal Way City Code Chapter 8, Article II, Division 4] The automatic fire -suppression system shall be connected to the fire alarm system (last zone) in all buildings having an automatic fire detection system. The total pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 per cent less than the stated static P.S.I. from the appropriate water flow test. Fire department connections shall comply with K.C.F.D. 39 Administrative Policy Guideline No. 1002 (copy attached). ATJTC TIC FIRED CTION SYSTE Plans and specifications for fire alarm systems shall be submitted to the fire department for review and approval prior to system installation. Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm -initiating and alarm -signaling devices; alarm control and trouble -signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; and manufacturer, model numbers and listing information for all equipment, devices and materials. Fire alarm systems, automatic fire detectors, emergency voice alarm communication systems and notification devices shall be designed, installed and maintained in accordance with U.F.C. Standards 10-2 and 10-3 and other nationally recognized standards. Systems and components shall be listed and approved for the purpose for which they are installed. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. [Federal Way City Code Chapter 8, Article II, Division 4] When required by U.F.C. Article 81, high -piled combustible storage uses shall be provided with an automatic smoke -detection system throughout. When required by U.F.C. Article 88, aerosol storage rooms and general purpose warehouses containing aerosols shall be provided with an approved manual alarm system. The fire alarm control panel shall be installed at the following location: A remote fire alarm annunciator panel(s) shall be installed at the following location(s): Fire alarm control panel and remote annunciator panel keys shall be located: In a Supra lock -box to be located FIRE DEPARTMENT ACCESS TO BUILDINGS Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Numbers shall be a minimum of 5 inches in height. When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life-saving or firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be of a type approved by the chief and shall contain keys to gain necessary access. ADDITIONAL COMMENTS THESE COMMENTS ARE VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. LAKEtlAVEN UTILITY DIS rR.ICT 31627 1st Avenue South • P. O. Box 4249 • Federal Way, WA 98063 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: June 5, 1997 ATTN: Ms. Deb Barker Associate Planner SUBJECT: Agenda Item No. 3 — Northshore Automotive Repair SEP97-0025/UPR97-0021 COMMENTS: A",� The District has not yet received application for developer extension for this project. Application should be made as soon as possible to avoid delays in construction. The owner will need to allow 3 to 4 months for plan review and approval. We do have some concerns regarding placement of the sewer main in an area that is normally "reserved" for water main. Also, the water meters will need to be located in the public right—of—way. It is difficult to see how our facilities are affected by the proposed road improvements. It would be helpful to see a roadway cross section that shows proposed location of utilities. SEPA comments were faxed to you on May 30, 1997, by the District's Principal Planner, Mary Ausburn. SEPA related questions should be addressed to her directly at 253-946-5440. By: �. M4 E. oung Su ervisor of Technical/Support Services Direct Line: (253) 946-5400 Date: 4 S f 4 Q 10!26r55 13:36 1 206 824 2881 P_06 towmer n.Ty tool SO 6 A Safi .. .....• . LF, VD RidoPOP•NO afarI'v k Pik jw $ Sol 40 40 k F � tii R ` ♦ + �1* {� R 000 Iw�� { y I- I/•rrI1Y ' 4 ��i� r ne tv As 13 " � _-�:� , `. •..�•. � � . �" �+� 10,1 Alt 0 } ;ii rlrol * _ $ f �" 21 s a }* its +1 i 00 pit 30 �; WON • FW ,,5 t " :ii; �� °'6!)IO' rs+_ ,N� is*+� ram` f�'■ • S D UND ENGINEERING, INC. • Q . `. —civil pZineers • land planners MAY 3 �T Fkec fo�:U Letter of Transmittal„ pVEIOP�tdj Project No. 97108.10 TO: City of Federal Way ay� Project Name; ,PvV_ff6RQhq Regarding: Drawing swaps Date:512211997 WE ARE SENDING NO. COPIES DATE NO. DESCRIPTION 8 5/22 C2 Utility and Grading plan 8 5/22 C4 Standard notes and details THESE ARE TRANSMITTED: FOR REVIEW AND COMMENT Please replace original drawings C2 and C4 with the new C2 and C4 attached. Application # UPR97-0021 A I C: FILE CHRON 1019 Pacific Avenue, Suite 906 9 Tacoma, WA 98402 • (206) 573-0040 e FAX (206) 573-0142 sound\forms\sound. blank.letterof.doc DATE: TO: D &I CITY OF FEDIItAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM OF REVISION May 23, 1997 Community Development Review Committee (CDRC) Members Greg Brozek, Fire Marshal's Office, KC Fire District #39 Mary Young, Lakehaven Utility District Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 Sets for engineering and traffic review) Brian Wilson, Police Services Deputy Director PROJECT PLANNER: Deb Barker PHONE: 661-4103 DRC is scheduled for: May 29, 1997 FILE NUMBER: SEP 97-0025, UPR 97-0021 PROJECT NAME: Northshore Automotive Shop PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way PROJECT DESCRIPTION: Attached please find C-2 and C4 revisions for your Northshore Automotive packet. These revisions contain a cross section of the roadway (C-4) and the location of the cross-section (C-2). MAY-30-97 FRI 10:07 AM LAKEHAVEN UTILITY DIST FAX NO, 2069469552 P. - "rILITY DI5'fRA', LAKEHAVEN UTILITY DISTRICT 31627-1st Avenue South P.O. Box 4249 Federal Way, Washington 98063 Seattle: 941-1516 * Tacoma: 927-2922 FAX: 946-9552 TRANS ISSYQN CQVE SIiEE THE FOLLOWING FAX, INCLUDING THIS COVER SHEET, IS A TOTAL OF CD- PAGES_ DATE: TO: AGENCY/FIRM: SUBJECT: COMMENTS FROM Lakehaven Utility District Desk Phone: ll c:\WP51\8AFD95K\FORMS\FAXCOVSR.SHT FAX 05/30/97 FRI 11:02 [TX/R% NO 94951 MAY;30-97 FRI 10:08 AM LAKEHAJEN UTILITY DIST. FAX NO. 2069469552 P. 2 AGENDA OF: ATTN: FROM: SUBJECT: COMMENTS: General: * None CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEW COMMITTEE May 30, 1997 Deb Barker, Project Planner Lakehaven Utility District Northshore Automotive Shop Water: * We recommend the use of drought tolerant landscaping to the extent possible in all new landscaped areas along with a drip irrigation system_ Once established, drought tolerant plant species generally do not require irrigation. * Measures should be taken to protect groundwater quality and quantity. Sewer: Pretreatment of wastewater prior to entering the District's system may be required. By: Date: b 05/30/97 FRI 11:02 [T%/R% NO 94951 CITY OF FEDERAI, WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: May 13, 1997 TO: Community Development Review Committee (CDRC) Members Greg Brozek, Fire Marshal's Office, KC Fire District #39 Mary Young, Lakehaven Utility District Dick Mumma, Building Official Stephen Clifton, PW Development Services Manager (2 sets for engineering and traffic review) Brian Wilson, Police Services Deputy Director PROJECT PLANNER: Deb Barker PHONE: 661-4103 PLEASE RESPOND BY: May 29, 1997 FILE NUMBER: SEP 97-00259 UPR 97-0021 PROJECT NAME: Northshore Automotive Shop PROJECT ADDRESS: 35406 - 21st Avenue SW, Federal Way PROJECT DESCRIPTION: SEPA and site plan review for construction an automotive and RV engine repair shop in a 2 - level 4,000 square foot building with office and waiting space, a drive through canopy, 17 parking stalls, a bioswale and landscaping on a 35,116 square foot lot, with BN zoning. Proposed access from 21 st Avenue SW. PROJECT CONTACT: Michael J. Donahue, BP Oil 2100 SW 356th Street Federal Way, WA 98023 (206) 838-9142 or 419-0773 BACKGROUND: Project reviewed under PRE 96-0050 conducted on 12/12/96. Please find Checklist, pages C-1 thru C-5, Elevations, landscape plan. SEPA: Required due to size of building. PLEASE COMMENT: IS THE APPLICATION COMPLETE?? -L 7, 7� I n�, OW APF I Awn* 1 46' i6 -Wt wwu �Am ............. -- .......... WNW` fit ell " 4777. 2. gv�i,wn vt 0 . . . . . . 774 Affilaimmial" FA #00 �Vv 1! MITI P-4 makww's W Ago" mo 40 'Mill AM M= I Rw AIL-- ff"k, '' P"-*' I " � � I . . I -01 I. I ", ,,, - " , � 11 I I � I - I I I � I � ___J, � �,�,,�,�q� I , , ", I I j"'iv""",;�,i.�', "",,'��,��'!,�f�ro,� , �'', `,,,,�,�, ,,�,,,, 'i ", ", , , �,V� 't" , 1, �`.�, ,,, "', ,, � -`� , "Ic " � I 1 " , , ",N 1"'., - . I . I �, . I I , �' I 1. '. - � I , I . 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'�' ".'�a''." �6rt��,'"d7+�'S".��'1.i�i », qw. e1 ±Y�c%v ww'�n` `L".v»+,`,w.�.�i:f��"Fi1i `4.�i1'� ��'Q2i xc'�'...�{ Gq�.. ' % air" �d 3'C:k'.?`iki"Pl ksa'40C'a�au,`7'1�.�"kwi�vk'.tr°�w,�v.R87dC+�Y«i8+.i4s1±SA"�3i3n. 3 4 �d JY+. mi ifl-ticl i � i i � to FM Filed for record this . . . . . . . . day of . . . . . . . . 119 at M 61 Surveyor's Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mgt. Supt. of Records SURVE110"IR'S CERTIFICATE This map correctly represents a survey made by me or under my direction In conformance with the requirements of the Survey Recording Act at the request of V.-O.A. T*� 10 -SMA-0. eg-t?rd.O. VMIF. �XN. r.Agg. In 19 If 7 Certificate No 'WAF4R E N T LAT It is Ox 06 M I sFC. ��SCP I P"fi 10N6 --- — rRe VOR-ro J7.5 r5gr of 7715 1:bLL0W1AJa DS�cR)BtV 7;P1Yc-rb rowNWt$'rWtF$0()*WtjrT114 OF 714tr M)kNE45r I/Y OF M)ff AfORMEMT 11q Ole 5FCr16W PC sg)P, �IIN��27�i, RlyvGt .9 F115T WM k �ExCEPT 77�� WFS"r 36 r�eET IVVP rM4 SU0W 30 �r447- ca�vvFY�p ro k/lUG C"Ty KtJ2 Ro�p 01 5 17'0 fi �ri id Ve Co cwT y () r klA)c;, 5 r4 7-670,z: WNsNiIvG 7n/V, 0, 9%% a O'b" **%*04 Mj% , 4 -P a - 1, __ ! _ - T13 to HYVRMT,4 rop ()F cAp i3cY.7** HY0 R AAfr 15 6 ry 't PORT# OF VAIM6, Irk 3 A- 7, 8 13 a. 19 a 18e.f ZIA O 3 T2 i� MMMIM j IVECOR, ot: )lq� NF 1/q MOA).)M CA5E-. vwao, 11415 Sofzvfy M� • 30113 �,M 12,1 (@ r ev fz (D VW 0 // 9 " Ht-* kv9k� j*0 - TA01 IA) Z k*40 /3 A fr OP Feitt:�t POS 0/0 IWe .50 10 % IF T (g) VAR1003 OZE0 COAR.-rP.E6 @(D VAR1005 'Oao 41-OOR TRQ? cot i VA R 1" 6 1 Z IFV C14 1FR k Y 709 V4R)00!5 VZFV � ' 5W cot,, 11q, 1%le I/q (D ®r VARloos 91-eef) rjw6tAs FIR TPFP ,M 0 s) Jok) CASE 0 VCV_L Y rRFE VISM!0'0115 SUPWO 0 tw AYW WV 5P4C I FS 1-0- 311,8 3 y-t' _ _ _ : �/��v Lf�k_�iuc� _ __ _ _ _ ��.�E c� Ntt-M r'� D/t-T� -7-,,3, q 7 JV C7,f /�c o . . .. ....... .. . .... .... ... .. . . . .... . ... . . . AE-VIYED DA-CO/-A I -2-6-q* 14 7--"- RECORDER'S CERTIFICATE filed for tecorO this.s.1JA..day of..A.14(., 19 ilat.osooa -J., C7 a t p Q,7.at the r j 0 In bookA.. ,of, f Mgr, _M Mil Its alill�o 0 FEMISON � SONS i4q.S41) 0 0 0 0 0 0 * 0 0 0 0 0 a * 0 0 0 0 0 0 4 4 0 0 0 * 0 0 0 0 0 0 6 0 0 6 0 0 Supt. n,.f necords SURVEYOROS CERTIFICATE This map correctly represents a survey made by me or tinder y *. AAlrection In conformance with the req•uirement$ tho VAY 11clr d, A c t h 0 %OF-* 0Dg -14 Vat request of 000, 101=01bolz 9 000000 Certificate No* 0IM&I45"Wo Zro 396 nff= IN T7 . . . .... . . 0 RECORDER'S CERTIFICATE VR WAV i. 30 iR x MyR IR At O it Ry MI 0 J IN 1�' 12 ED, 77,777,'�,iid t - SURVEYOm S CERTIFICATE 1. This map correctl y represents 9 survey made by me or under my direction In conformance with the requirements of the survey Recording Act at the request of Ama. ft'W-k- 4qro? V.7VOr. 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