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LUA97-163
1 MMIIIIIIIIIIIIFNW _ - c: .÷ CITY OF RENTON Planning/Building/Public Works N: TA < '_ >=— a 200 Mill Avenue South -Renton, Washington 98055 7 `. �` ��c 9 r� ��l _ O e2 95 -# ; -?F..-' i' F�.7.. s u.s. POSTAGE gifg<— Eland.Bldg Ltd t°. r i 'ship /Y'l--4.____.--- PO Box 8018J `0 Seattle,W' L? o: °` `Ar.J. ' 4 ` {-.; �)E1 P Vt; ABLE .-1`. -� s1� L6/ F. Utl .';LE '10 F Or;'lARD - -`,1 6, t,ti;41t�3P1 , 1Ni d _ 1 ] , t ( t jt �; , ENDER z� - .s :,, I I I Il I I I I it i" t;13 .si3 i i :i{f.il�I# siII I li liii(133i.i i A.-�. �r�_r I t , .,.... t t1 1t t iit� i ti 1 fit t i3it s• NOTICE OF APPLICATION REVISED PLANNING/BUILDING/PUBLIC WORKS DATE: DECEMBER 16, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF,V DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review In order to develop a warehouse/office project. The 8.5:acre site Is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site.;The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance(Section 4-9)in order to clear an area where the slope is in excess of 40%. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report--including information on coal mine features . .Wetland.Report ..:•_ _ Preliminary Teôhnical Report for Stoimwater PUBLIC APPROVALS: - Environmental.Review,- _ •' Administrative Site Plan Approval Variance Approval _ Comments on the above ;application must be submitted in writing to Jennifer.Toth Henning, Project Manager, Development Services Division,'200 Mill Avenue South, Renton,WA•98055,'by 5:00 PM on January 19, 1998. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at(425)277-6186. Anyone who submits.written comments will automatically become a Party of record and will be notified of any decision on this project. QLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 1 DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 • A. :kt hh L R�I 1, m: lit CO 1 _ r, y n.(PZ 't, I- ‘,3tIN41 . ---;7<---- '' r ' ' ' . ' :1`, ' ::''.1\t..\`\• .:.... 1.091010 .';; '.'' . 7 • . 2 ‘‘,CO:- . ' . 4:•11,7-,1 \•,‘ 1%'. -7•,..\.,:tr,---..,----- ;:, i!..,_:._1, ••••..i � LCR , T . e ,,j�\ GT GENMALOT.DO, a • 'i i 1!P.I1. ' ;:;:•;'111 Nc7} 1 I 1 fr."' 0 NOTICE OF APPLICATION*REVISION* PLANNING/BUILDING/PUBLIC WORKS DATE: DECEMBER 16, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-164,SA-H,ECF,V I UPPER MONSTER ROAD WAREHOUSE DESCRIPTION: The applicant,Roger Pecsok of Opus Northwest,proposes to develop a 111,000 square foot warehouse and office facility on a 7.11 acre site. The project requires environmental review and a public hearing to consider the site plan. Parking for 87 vehicles would be provided. The project would also Include 52 dock- high truck doors and four(4)on-grade truck doors. An alternate is also being proposed. The alternate would feature a 101,068 s.f.building and parking for 108 vehicles. The project would include seventeen(17)dock-high doors and one(1) grade-level door. The proposed project and alternate require environmental review, site plan approval (Hearing Examiner)and a variance from the Land Clearing and Tree Cutting Ordinance(Code Section 4-9)to clear areas where the slope is in excess of 40%. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including coal mine hazard information Wetland Report Preliminary Technical Report—Stormwater PUBLIC APPROVALS: Environmental Review Site Plan Approval Variance Approval Comments on the above application must be submitted in writing to Jennifer Toth Henning,Project Manager; Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on January 16,1998. This Fir atter is also scheduled for a public hearing on January 20,1998,at 9:00 AM,Council Chambers,Second Floor Municipal Building,200 Mill Ave.South. If you are interested in attending the hearing,please contact the Development Services Division,277-5582,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and 'receive additional information by mail,contact Ms.Henning at 277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ( ATE OF APPLICATION: OCTOBER 31,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 Q:5-A".:4::: :NEI. -. .. ..:, • :-t',N, ,..,,,, 1 -"- --iii r 1. Eli'i • _.F X', •••-: .7:; I .7 A'::...:;'. _/,r/ Y } GENMALOT.DOC '`.1._--4.--- ,»r !. -a\` ^l. G M • ,.. .. ..,..- :,.._,_..-,..„........,,,,t,,,,,,,.............)...npriummr,--eir 77.•.. 541,..1.7..,,41010111.A....,MIK...., ' "X.N....7"7-77.7.- "7,-M---.- -M.791.1"11 .=MII....-I '•---..IMPL."...L.-_-rw_ n- a• a . CITY OF RENTON * / A r ,,,2,,,,,4 44....114.1÷a----ra ea Planning/Building/Public Works 44 (./. 41.-rtNsie,,,..., p eePAT,Ci 200 Mill Avenue South- Renton, Washington 98055 ix -i 0 Efd 1- •1 DEC 11'97 laxmn,04.4a a E 0 2 9 71.4!SE,UAS„riiiTartl u.s. POSTAGE -.— . '.' . — . Raymond Nielson 70OULGrady Way Renton,WA 98055 . , _ L6 6/ INSUFFICIENT __ 3A0 i2 CI, .. RETL:RN-TO SENDER ...,- 4 ,4,, i - ,BeeoSri,/;a•Lia03 ' W.!' I - il . 1 i Ti li I 1!uffi IIIIIIILIALinglitillilliiilin illinl S -410- 'Seiv-ASS/7:12.7676 ' '-itils,1111 111.1111.111.1111 : ) IR4 + ,�,�Nfro,� •• NOTICE OF APPLICATION REVISED PLANNING/BUILDING/PUBLIC WORKS DATE: DECEMBER 16, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF,V DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site.plan review and environmental review In order to develop a warehouse/office project. The 8.5 acre site Is undeveloped: The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high-truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site: Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance(Section 4-9)in order to clear an area where the slope Is in excess of 40%. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including information on coal mine features Wetland Report Preliminary Technical Report for Stormwater PUBLIC APPROVALS: ';'EnvironmentalReview%" -;-,':2..; •,. ,r:';Administrative,,Site Plan Approval; ; Variance Approval', ' . Comments on the above •application'must be submitted:in Writing to Jennifer Toth Henning', Project Manager, Development Services Divisien,.200 Mill Avenue South,Renton,WA 98055, by 5:00 PM on January 19, 1998. If you have questions about this proposal. or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at(425)277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 ii,:'...i.4:Mt7;• \ r''s - '.''‘.... —: . ' :-.'- .F..1'. "' I--.‘.7e.--- Ill 14:,_ *72;471-• s.•-- , ,-r4pi '`,.-•'-.7n4 ''%.".-- -2- IM ', If 9 N ib " • '' .- �\�U�\,_A,~_{ ^l :,l t`if, .. ..:`a':.,. yI,J T„t',1 f%,, '4,.. ^'•RGN9 !N. `.�4?,L��_j`. ' c'.::aI %�..wet. !,(, \ .X .1, ; •- � 16_ 1...N ,*`'-.. ;�i I GENMALOT.DO. "::HI' !j i xp k. • ,:. ac`= I .. 1 - nra+ + NOTICE OF APPLICATION*REVISION* PLANNING/BUILDING/PUBLIC WORKS • DATE: DECEMBER 16, 1997 . A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-164,SA-H,ECF,V/UPPER MONSTER ROAD WAREHOUSE QESCRIPTION: The applicant,Roger Pecsok of Opus Northwest,proposes to develop a 111,000 square foot warehouse and office facility on a 7.11 acre site. The project requires environmental review and a public hearing to consider the site plan. Parking for 87 vehicles would be provided. The project would also include 52 dock- high truck doors and four(4)on-grade truck doors. An alternate is also being proposed. The alternate would feature a 101,068 s.f.building and parking for 108 vehicles. The project would include seventeen(17)dock-high doors and one(1) grade-level door. The proposed project and alternate require environmental review, site plan approval (Hearing Examiner)and a variance from the Land Clearing and Tree Cutting Ordinance(Code Section 4-9)to clear areas where the slope is in excess of 40%. • GENERAL LOCATION: 1200 Block of Monster Road SW TUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including coal mine hazard information Wetland Report Preliminary Technical Report—Stormwater PUBLIC APPROVALS: Environmental Review Site Plan Approval Variance Approval Comments on the above application must be submitted in writing to Jennifer Toth Henning,Project Manager, Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on January 16,1998. This matter is also scheduled for a public hearing on January 20,1998,at 9:00 AM,Council Chambers,Second Floor Municipal Building,200 Mill Ave.South. If you are interested in attending the hearing,please contact the Development Services Division,277-5582,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,contact Ms.Henning at 277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • DATE OF APPLICATION: OCTOBER 31,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 Qi`.4..rf-':':•:::A.8. 1. •. ..: ; :!..t''''.• ";:••• •1-----.\\gm•I A jcin:' t .r • RL(P) . ;` =j RGMu •irk i> 1 GENMALOT.DOC {L- ;T7 ^�`= ``!.1:...\ L9' r�M i • . — 1-- 0 I , . - . - - - • - .-- 4.,. . ,-. ,P ., „ . ••.0 .....'ilitir'"a° . .,-;,-\,-.-.!-Rc, AL ••I - ' CQ Y r II '.4' ' ' - ' ',• •,... .:!..•••••%:\ E 1 . D'.•• :. .,,,\,0 1....„„," . '(...-'.';',E,J,'' '''1777: 4;za „.. AMftat: ' :1„. x..,1 it. rtt ,.,_+• , ,, .Q ...gy.,. 4. .', ' "• . ' ---- co' tik\ \ * „..?•4`.r!.\,.*:,— • 0,"""z-• > ,•=7- _. \ , Z.,\. Aar - 0,•,0-467 • -'/•-___-_, , ‘. a . 10,,,,v, :;•.-.1"..47 :- • • -----N °DV'VIM•'\•77....."'*'I / Z• - -4:(--',::.•.• 1 '•;:•,•'••••1-...•' ''-.‘;:'•••.N.` ••••°: .- 'IR WA\Nil l •••• • col': ce .: 'ci'"' ..I, 1,,.., -.. 1111111FA ::1::: ,\•.\ _ I 2;;.‘• 1!\,..r. '-?-• '-°' ‘.''''•• D E •'''' ' ''',,C7.--,/,)." ---'.-:.,--- ----'''. ', :1 1.‘‘V73-1' 17`;‘ .E...'• Ilig/FRPD T''‘' t - ''''''• '''.>,6••'------/-:' . -.. ...,.......,....,i CP• '._V r•.-1-,-C'---\ "---. ''.j '' --;,,, 71-,--r--- -'-'7 v. .f-- , . \--- \,:,---c-t, 1 5'41 .'--.."2:, . ,`n \ • '-', • ' ..-' c•,,- ckg __Ijr, -) -. ,. •-../, -, - , .,. .. . ' .7...?",k_ I' l... ••I , 1 , „,' • .:•••.-- ----,- 11ligilire.ALIR4 . • 7'.:- 7,_, - '..,-.:"•••• 03thialm•2:,.\--! "--'- , •i•,0',-, • - '-:' ' NO',D. j. _._ --;',,,,, , .. '111 I-Pg .. -ii\;,-, / '. -, Do: ,itti _.,....•- . i I ! • ''''-• • . --:-.-..'- c• ,4 ' --'___:----------.Int' 1 1.10, •i '''' D.. C7?, nit -•••:,. .,.= c/1•1 --itk\ ' ,„„cogir laitami‘g, i '4_5'31-i'••=•-.-'IIP; .7.. ---61; \ •••••'Ne,‘.,.--,s •' ilt,N\.--"'"e---,-----..-' --..,.. CO 7'2.-7VIP'E4111-. 7-!--'-ra'k•-__--- —Mk-.,.-.---I . -_ -.. 1- 'll---- :. 11, ,, • !,„,„c.„724,}70`,,, Ityip...) --: ...„- „.......,,---. , _.... 1 - © CITY OF RENTON Planning/Building/Public Works >r�Ea r 7-4 = r ; q ate ` fi :Lsu<! 200 Mill Avenue South - Renton, Washington 98055 0 DEC 1 1'8 7 5 Wi- -�Ll = D .2 9 _ * CC CC ' P * di-F- t8 - ,.re ' ,1;. `Pr s j ' g U.S. POSTAGE f- - Ls:::I/0.:(it.),4 \ 31°u \'‘O Fly Away Inc ,; 7421 South 180th St Ke-vcr, uJf )032 NO SUCH • NUM EP Ifi je }} y` dd gJ(t jj pp jj ( J (g jj !g t.RETURN TO SENDER @$999999!$l1liJ119iIw i1n9lI fl9i1111119119l9311999i19tlSI AIJTii f IR + . NOTICE OF APPLICATION ' REVISED PLANNING/BUILDING/PUBLIC WORKS DATE: DECEMBER 16, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF,V DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review In order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would Include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetiand Is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance(Section 4-9)in order to clear an area where the slope is in excess of 40%. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including information on coal mine features Wetland Report • Preliminary Technical Report forStormwater. • PUBLIC APPROVALS: Environmental Review:: - i Administrative Site;Plan Approval ::Variance Approval '• -• , Comments on the above,.application•must be 'submitted 'in writing to Jennifer:Toth Henning, Project Manager, Development Services Division,200 Mill Avenue South, Renton,WA 98055, by 5:00 PM on January 19, 1998. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at (425)277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 ' NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 . 2.:1-4.2-'- . . .v .., -,..:--,. ,:,:,.:::;.Ft..c. [L.....,,, T.fi „L., ,,,,,,, \\,.. ik• -„. vie,'' . ''rlf ‘--L.-„,4::',.--'-\;t0._2k .'7.:;,' I. Rom' _— /l I•.. • { l - ' ,.,,,\ \ .7i ' :,'"' ' •• •.1(1SQ�\ i ` I viI J . .. A • ' as MoF P``���x-� 't •� �_ 4L1• F.\�' f �,�.,.��'M i ±• 11%-:'•fit,..e••x8'n^u..'.rii. ; .� ti!ft '_`\ • - :- - Il=-�: I •;:t1 ,:•111 ia' i I• iit ,?-. • `y I .- I Lii GENMALOT.DO• '{I: r�1:,::r; i N r-.. — i ; + *4 4. . 'eP-NT0 NOTICE OF APPLICATION*REVISION* PLANNING/BUILDING/PUBLIC WORKS DATE: DECEMBER 16, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-164,SA-H,ECF,V/UPPER MONSTER ROAD WAREHOUSE DESCRIPTION: The applicant,Roger Pecsok of Opus Northwest,proposes to develop a 111,000 square foot warehouse and office facility on a 7.11 acre site. The project requires environmental review and a public • hearing to consider the site plan. Parking for 87 vehicles would be provided. The project would also Include 52 dock- high truck doors and four(4)on-grade truck doors. An alternate is also being proposed. The alternate would feature a 101,068 s.f.building and parking for 108 vehicles. The project would include seventeen(17)dock-high doors and one(1) grade-level door. The proposed project and alternate require environmental review, site plan approval (Hearing Examiner)and a variance from the Land Clearing and Tree Cutting Ordinance(Code Section 4-9)to clear areas where the slope is in excess of 40%. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including coal mine hazard Information Wetland Report Preliminary Technical Report—Stormwater • PUBLIC APPROVALS: Environmental Review Site Plan Approval Variance Approval • Comments on the above application must be submitted In writing to Jennifer Toth Henning,Project Manager, Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on January 16,1998. This matter is also scheduled for a public hearing on January 20,1998,at 9:00 AM,Council Chambers,Second Floor Municipal Building,200 Mill Ave.South. If you are interested in attending the hearing,please contact the Development Services Division,277-5582,to ensure that the hearing has not been rescheduled. If comments cannot be submitted In writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,contact Ms.Henning at 277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 31,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 • DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 \,....,.' .:::!..NH". !, .f'' ;_ RM,Iisono i • ' ;, `_ :. i� IM .. '''.0IV.. ::. ' •!-,---, J.,---F-J- ''' t.1,‘,,co.. .i •-1 " ' ',A.,,../; , ''',"` ....., I, 4,., vq. . i,GENMALOT.DOC :L ;;, ?J r .`\° ,h' L ,.M1M ' 1 „NOR,°! •` -•'•..•I ~- 1 I I - I I MUNICIPALITY OF METROPOLITANS ' JEFFERSON SMURFIT CORP Raymond Nielson $21 2nd Ave i PO Box 479 7000 SW Grady Way Seattle, WA 98104 ! Renton, WA 98057 III , WA I I 242304 9004 08 242304 9008 04 JI 242304 9027 01 KING COUNTY 1 CITY OF RENTON Metro 500 K C Admin Bldg I 200 Mill Ave S , I 821 2nd Ave#M 122 . Seattle, WA 98104 Renton, WA 98055 . Seattle, WA 98104 242304 9030 06 ! 242304 9112 07 J , 242304 9114 05 / MUNICIPALITY OF METRO SEATT ELAND BUILDING LTD PRTNRSHP I I B&G Renton Prtnrshp 100 Monster Rd SW I PO Box 80187 I 146 N Canal St#310 Renton,WA 98055 Seattle, WA 98108 I Seattle, WA 98103 I I II 242304 9117 02 I 242304 9120 07 ; ; 242304 9121 06 RENTON FISH&GAME CLUB INC ' RENTON FISH&GAME CLUB INC RENTON FISH&GAME CLUB INC 17500 SE 144th St 17500 SE 144th St - 17500 SE 144th St Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 j Ili I 242305 9002 09 242305 9002 09 242305 9002 09 • IRENTON FISH&GAME CLUB INC I � Metro I FLY AWAY INC 17500 SE 144th St 821 2nd Ave . I 7421 S 180th St Renton, WA 98059 ! Seattle, WA 98104 I Kent, WA 98032 ' 242305 9002 09 242304 9006 06 000020 0001 05 J BLUME GARRISON PARTNERSHIP Seattle Municipality-Metro Metro 2825 E Lake Ave E#310 821 2nd Ave 821 2nd Ave ' Seattle, WA 98102 Seattle, WA 98104 .'. Seattle, WA 98104 242304 9123 04 'IL 242304 9078 09 I 242304 9097 06 KING COUNTY 821 2nd Ave Seattle, WA 98104 I I 242304 9081 04 I I .I I I .' .2 I 1 - I S. 1 J I •\ ..\,\ �%-/7�`i .. ji/jj/ ,':r;j;;,;ij:�..i,�l,�; �,���.i�r///���1 )\--� �-\`- --, �'\ \' \ , � a� \\ /ii �j%j// lli lll!II��� "ji!`f'�,I�„'ii''� '.•/.�� ��%/�T� .i�\\\\ \\ -z //// Ili 31:;i;1�!';,:,'�l� - ^<_j -? �\� \ \ m i• //// I I!III ,.,: II,,,,.I,Ii,3 i�/ %/ _ _�\ F-�1 / ///;1/ I'.IOli!tikA. llil'!i!!If I,Il-'PA ;- %�,�^ �� \ �J'E / / M1 h I,I.I�, \\\ \�\\ //i, /////,':II I'I,,--.IN,'I.Iii.'I III I i_�- ��_' • ♦ / /• '// '!11' I lI. 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JOB/' //�/ / /%'�//j�,e ti '' ` i'F„� �,;g'•* •v�� �a° •�''S �`is•(0 9' ° �a 200 MILL AVENUE SOUTH \ .Y"'SviE (/. ////' 'i I !IIl I � .\ q.., La^ $K o \ `/1'Q^\D'$ H cv.c'_ RENTON.WA 8055 6 \ 'q\ ., \qXP 0A( :I t I ,'I � a'S 7>_n •�� 'rEk 4\ \'� Q. / / I 1 \ .y D2 UIW''n \ �\\�\ °' 5. ar 32D��Yy iii°II .S.' r„,,,,,k'' fq), bI,I„CURRENT SETBACK RFOVIREMENTS SUBJECT TO SITE PLAN RENEW. CURRENT \ \ 0' �I� I; j! 53?SETBACKS YAY DIGGER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTIONtl ) a�nN ,]U 'OF EXISDNG IMPROVEMENTS. � `"aI^i' , pp�, . o • _ FRONDED: FRONT-135'. SIDE-f]'YIN, REAR-53i ) '� ') "' 1'�yANEL NO • iWTiry�i.T"'jr.TI y 7 t )7 / o AnDEIERU CUED WTSI00 YEAR R000 PWN ANO 2peE � tllla D r 3"+ �1(kYF.\Y•1'j "�''D". 1 +'u�_ izS AH FLOOD DEPTHS of 1 TO 3 FEET(USUALLY AREAS Or PONOING)BASE V ii f} A Tt7ry.•r2C�WT '+ I N. FLOOD ELEVATIONS DETERMINED(19') .FIKIRMFTURES• Q`' \\ 't-f..1 T.+ 1�y ,?j."y..A.. .•2.K. C s BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED `, 1S \s '� 7 ., BY OTHERS AND WIPE°WHERE POSSIBLE BY FEATURES LOCATED W THE V• ) FIELD. ME ASSUME NO UAB CITY FOR ME ACCURACY OF THOSE RECORDS. �� �. \\ �\v.IT' `� \ \ ` / � FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO 75 y - y,/ r�\ T. DESIGN CONTACT THE UTILITY OWNER/AGENCY. J' `` \�\�\� ,Y -yt a/ .�p�aA�^'b"'+:`. ••` l 41F/RUI DWC SFNIPRE FOOTAGE' `(' '�` � �Q,,iII ,P4 ,F �;,,,,°������'''.��.3Y '.... \ .;• TOTAL SITE SWARE FOOTAGE-370.561 SOFT (8.51 ACRES) a , �II�(\\ � � tit*./e ,.t•2...k-- p �`\\, �\ LFt1L 1 ' ,qa •'R BUILDING SWAgE FOOTAGE 9 . ` \V\\ �I. 1(1\ WAREHOUSE SWARE FOOTAGE-38.458 SO/FT v 7_ • 4 �\ \ aa��aa A orncEWAREH SQUARE r00TFOE- 4800 SO/FT YO \�' 3•k1v, '\�� TOTAL SQUARE FOOTAGE- 13.258 SO/FT 1B4'L"TOP OF v"A� i \~'{�y.44, t\\ ' , ,\ M GONG.MARKER-26.2] ,.` \\\ _ S('"i:t I�/ \\ \\ BUILDING FOOTPRINT SWARE FOOTAGE-f0.8.SOFT CITY OF RENTON `' \AklgJ�-��Sti'^'C'01%1 M�i ( \\\\.` (.P Va 8.9(,j "REMII01NC LOT COVERAGE PERFENTAGF 0 ��� � ;UO''� ;',',0• 1 / • \�\\ \�2f�CA t ps+ BUILDING -II%(401338 SO/FT) �\`! �, \\� �. I... 1+1 n III ��; '\\\ �`'s. T . PARKING/LOADING-15X((56.794 SOFT) ' .�• (11 , '� . \ • \ .f1 - L' TOTAL-26%(97.652 SO/FT TOTAL IMPERVIOUS SURFACE) i) \ Onfcf vy z v� 0IFy"7 PARKING � ) i a�1,�)\I... �a \,��� mo a �YW'ii ` t1 •• �� R WAREHOUSE PARKING SPACES REWIRED(1 PER 1,500 SO/FT)-26 \``,` j'o \"A Q �' f,"3`,,` \.\� s Rio lows b/L/fb OFFICE FARMING SPACES REWIRED r3-f.5 PER 1,000 OUIRED-If-22 Y f�� • ��{iXprJ+�-,, �„ o + � �\�, �C1 n m /' s_m TOTAL PARKING SPACES REWIRED-f0-f8 Y `P �� •�y ;`T:4j;;;,•+ ° \\±; - .s HANDICAPPED PARKING SPACES REWIRED -2 ` •�" ,^°'O� •• \ � H - i a ` 1: S�, 40558 507a �. r .�� . 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L.,-,t;.:;-.7,14.4f?,''.1,-f-VI VI.‘.I ..h.",'S 3'L!'1.'i''.4 Vi•:','::;!,;e-:•;: :!!!-2.7-c• ! ii ,!!!!:-..:.•-••••,•:•:,--,,,,..-' ••••.:•!--i; ,v\ ,,At.....:-...,%,..,,,r ....,.,. wi.,z.,.::,q...,...i,,,,,F.,.;,,,.,$-•:.:,.*,-0q,iv,..,-,•-.-..,-,,.i,41,-..-,-.1.'...4. ..',...--, .....\,.-.,..\.0--, ! ..f.. . .'' .....,... ' ‘,_;,. v. .,i.,v.:fut."...:•..:...,.:,..,Lr:.,,i.......:,4_ -..--,.,.. ...,*^4,1-1,.:::....,.....t.o.....„„..„,ft.,..,..,,,:,....,i. ......,...,.:„.,...,0,., , t.,,,, ,,„,...,,i , 11 , I ; gift PrOwb Opus Northwest LLC AHBL 99 310 e , Lower lloodsr Reel ,iI ii r" 0 .1114 Paid Ms Plis A CIVIL• STRUCTURAL& cow Opp Nefearsat LLO ENGINEERSAPLANNERS ii i a no•tate Mom la. We 101, Mem,WA 4004 *MUM Anal* ,;rl PROJECT INFORMATIONV. // ▪ y %'�" 4`E �:_. ///. 2 l II / C - 7 D TYPP 1 . 7 .I�', is ZONING=IN(MEDIUM INDUSTRIAL) ` d�// // /. ,, // Y'i'r'�(' 'i'�U"i`Ili'o;(;:'I:ia:i' 1(}i;k •T-.+� S'y f�~ F it GUIDING TYPE 3N \�s� l✓ f///f f/'/.. %//// !;., ,xt.,. 'i'� ,', •`� '\' 4IC ill 70NET AGENCY: !• 1 /// '// 0,,,I., `:,,, 1. I - - �A CITY OF RENTON-PUNNING DM90N \, / /' / / }' I• a �v ! 'ttt�E \ / I=f .:5w uP.. ,�'`.''.'� t. zoo 0W AVENUE SOUTH .� /�ti• t-' y: .1-:' ` °' RENTON WA 9E055 �\ ' / I.' .` R=5- m'` ♦ \ ,. .'�_t � dif. :'8,- iii$FP`• lKr:`e COW' X .la-E SFIAAFA(S `\ t` - iy l:,V.i.'.• ,:• wi.1:'':..1 n1.. ,`1 `\I� CURRENT SETBACK REQUIREMENTS SUBJECT TO STE PLAN RENEW. CURRENT \ s,+ _ : :•1., i�:::: SETBACKS MAY DIRER FROM THOSE IN EFFECT DURING DESCN CONSIRUCNCN • .\\\` �'4, : ;i�'ry,' •, •'1.' '.� y�•' -2 J=!A CFE10SIING IMPROVEMENTS. / ate.,,",-••', �` ��+ f1j: ''I;r�f'•' i:k::i!'.;ii�iifi. M1)i;: > 1n PROVIDED: FRONT=13S. SIDE=47 KIN.. REAR=534' ;� •^ .`�•'.�:rf:��::'"{:.• FI MO Tnxc- //////� -a�°`•'��" 1�a 4;,., ,I • TB. 97E COMMUNITYRS ON NATIONAL FLOW INSURANCE RATE NAP.DATED MAY • '` • / - 16.1995. PANEL NO.53033COOTEF.AND IS STNATEA IN ZONE �. 5•�\'1,•,•�`', `••��h. •:ma y::u.. •'• )r,:' "�1 r %'AREA DETERMINED OF TO BE OUISDE THE 500 YEAR FLOOD PLAIN AND ZONE S:\,' • I�� _ ';}"v Ly,F •• :i`. R¢•V.,.i. - FL FLOW DEPTHS OF I TO 3 FEET(USUALLY AREAS OF PONDNG)BASE y``\` •- ,;,;;;, ,+h✓•.'•"?n FLOOD ELEVATIONS DETERMINED 19 ... `\ ,� • 't'-•,,...4:` 3':<, ,1 ! '(.• CURCIRUCRIRFS may,rr..e,'Ec: , :E ..�..�CU:r^S. f_t( :'Y-:rr, I r,_..� _ BURIED U19ETIFS ARE SHOWN AS INDICATED ON RECURES MAPS FURNISHED r'S/ �• .:4:\• I,, �--'+•-;7.�"�,�`,.4tFyt t !:. :'":' BY OTHERS AND VERIFIED WHERE OSSBIE BY FEATURES LOCATED IN THE `.X•::,..-. \�`:fi% '`+-'�^"i,..,..-,1,�'+i' Ia:}.'A)i j;T;-': (I,'-• FIELD. WE ASSUME NO EIABILITY FOR THE ACCURACY OF THOSE RECORDS • \ \:s,. ',;.'•: a" >;`''ky\"` :`� 't >,1----- FOR THE FINAL LOCATION OF EIOSTING UTILITIES N AREAS CRITICAL TO G\-•:.� ,hy.•� ,: DESIGN CONTACT THE OMIT OWNER/AGENCY. `-:. �li .-''.'-' '.a ` \ `�i� CIIF;P.II'IMNZ OIARF FOOTAGE. _ `:' •;`< ,..:'yr.V \\'\ tl,?A: TOTAL SlE SQUARE FOOTAGE=3TOS81 SO/FT (&51 ACRES) AO _ ,4::..., I4 FP:;,'>wa'' «,,,t ',.,';1';.? • BUILDING SQUARE FOOTAGE ''':'▪• \ • h°'''S1° ' '" :::•; ':» \` .•; _ WAREHOUSE SQUARE FOOTAGE=38.438 SO/FT /-', ' ..`;y:::•L it . j1`J...;:14; \ \ \\• OFFICE SQUARE FOOTAGE= 4.800 r ''= P:Y /N TOTAL SQUARE FOOTAGE= 43.25850/FT lAl'C Top O' Nc^ \-4C• {•,'••yf BUM.FOOTPRINT SQUARE FOOTAGE=40,858 50 '-\...::::.... �''> I'. �i - - %i..' fl; \•`\h \ - .•.�.,/Fr OW CCM.1 I�t11IT11 , • ••`-'.-.�'u- • �.-: .: 5,1TAi1iR FNMG LOT fYY,.FHAGE PFRCFNTAGF- 0 r\.i::. +-4^ . �\ ',t>� (;:,t;‘'' .,.•/:i:'i�:r Y'.,r \\.� j:It'^tF-:� _ r BUILDING a ITS 40.85E SO/F� " q, ,.•' ' St. 'x . �„ N.' PARKING/LOADING=15i 58.794 SC/ s T`l S�:. , �\ 4 \ ~T-'`'E TOTAL=125%5%(9T.854 SOFT TOTAL INPERNWS SURFACE) `'T* \ -sr•,, ▪'▪..)� y.AT•. �; \•' \'\ \^:^'.�' _ ` PARKING, . ,, ��!, 'r,. \ `•r F � " WAREHOUSE PARKING SPACES REWIRED(1 PER 1.5W SO/Fr)-TS .n "�'-'-»:.}.. \ -- IBM 22 TOTAL PARKING SPACES REOURED=4�48 .t '�•1 �•`a"'' t E _ HANDICAPPED PARKING SPACES REQUIRED =2 '- \ `xsi^i''__ ,r cA-'. e.7 \ � / ��`:��1 • COMPACT(EL5NO3')FAXING SPACES PROVIDED =9 M . _ '� STANDARD C9'Tzo')PARKING SPACES PROVIDED -Z9 - '." 1 ifAmD \\�e s�e"tT�a STANDARD (9(91Z0') KINKNC SPACES VIDE PROVIDED=2(BOTH VAN Atu55WLE) ••,I :,_ :N{^ n - (• \• TOTAL PARKING SPAI£S FRONDED=40 bk.prim . \ _ ^ P- -` \ ^ ' PARKING I OT UN05CA➢ING[PARKING SPACESASi1: R i UMW -• `A:3� - 1`?�,••:-o / - \ • p_ LANDSCAPING REQUIRED(B,eo4•.os)=340 SO/FT r •a1.`° -_.... LANDSCAPING PROVIDED=2150 50/FT L.�N ` . »w :f •'a-}-" �i•(,` a'? 4 •:.:.,-,.t.,,P4,,,_,-_,-„,,-----;'-,•,-.-..:,`--....,—,, A/41,if ''',;:'-',',. ...'''''.. .,,„'.."*...,,t ''‘--, --.'f.-,,,:-, ;,-,:',---i- ,,,. .,, ..,,.„ , rw.,,,„, — ,. 44 ,,,, • 0.1: 11:i • .., \�. �,>,'g., .Fi+3di !,� -lyv. "'-•x, _ a1 r e.tiS �u�ry Ij -s 'y:.R _s�,;ks. ,Y ji.: :k.,Yy.�,.,'�-s,--„`Clt:v i :t"J�!'+ - Y 'Rq,�a•4Ci,:::iW< 4,,#y.,�R.: }>i `11V ! 1. r,c i ow T�LR7�., ,. ` � : x9•r::.";'':,',7,1�1t',:\5 i`T>a 130,E L-/Ri2C' ='�:. �?�: '• : 5'9i°�... r`, `1.\\i .\\>.L' • • Osdps•KB Mew PDC i:.. __ Dr MB OCT$7 +...-:;4..A,. - tad N. • mlTi }�LF41�I O Al at arts 19991221001290 PAGE 001 OF 004 12/21/1999 12:04 KING COUNTY, WA CITY OF RENTON BS 11.00 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA BILL OF SALE Property Tax Parcel Number:2 g230tf _c ,/_((p Project File#: Street Intersection: mayisfcy goad S iy f Grantor(s): Grantee(s): 1. 0p No r{/l we5f,LL 1. City of Renton, a Municipal Corporation The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property now located at: - a 5f nunsYcr lam• 12evrf-'/144 g g oss- cn �, in the City of Renton,County of King and State of Washington,to-wit: l`�` pjyz,G e/CQS crmstru,0 ' w�f a�J -� w . N . i1 rvif an this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person • rn or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, Q' administrators and assigns forever. IN WITNESS WHEREOF,I have hereunto set my hand and seal the d year as writt b- ow. Notary Seal must be within box INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON )SS COUNTY OF KING ) ,••,, \ 'o' •Q,,,,,�•• I certify that I know or have satisfactory evidence that • Q z . �a/ +p signed this instrument and Q;.• ,S10N �c %�T• acknowledged it to be his/her/their free and voluntary act for the uses and purposes e o T AR mentioned in the instrument • AC y �� U .0 4— N_- /'1.Y(a•_,,. //✓Q. • °1J B L\C F_ 'rotary Public in and for the State of Washington Nam'•.•. 6 15-�9,•�:I. 0 ,Notary(Print) Rot,i k, w0 I Fe ,, G • '•••� �� Op p,s•r\ .••• My appointment expires: ((C 0 .48,f.l,e401• , 'Dated: I tiro7[/0/ • H:\FORMS KCRECORD\BOS.DOC\bh Page 1 - • • INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) o I certify that I know or have satisfactory evidence that c' signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and o acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. - N N I Notary Public in and for the State of Washington cn cn Notary(Print) cr) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) ,,',���������� •I. On this ` A- day of 32-�-- , 19 TT ,before me personally appeared �% \N V1i ••, 'f a 3 . Pa•'s.�-...c to me known to e� Q`•.••ggl0ly '••., be v t of the corporation that ao•, executed the within instrument,and acknowledge the said instrument to be the free V *OTMR,. m Viand voluntary act and deed of said corporation,for the uses and purposes therein •• • 614•4... cn E :mentioned,and each on oath stated that he/she was authorized to execute said N� PUB L1C :instrument and that the seal affixed is the corporate seal of said corporation. Z,571%•4 ,15 02 ......O '•. F WASNo- .• .....,,%%%%%%• Notary Public in and for the State of Washington Notary(Print) Rob c y L✓D My appointment expires: loft r ao o-_- Dated: a,e.�� ,.�r 7 I `�4 9 H:\FORMS\KCRECORD\BOS.DOC\bh Page 2 - - ellr _. Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA • BILL OF SALE Property Tax Parcel Number: 242304-9121 Project File#: Street Intersection: 1200 Block of Monster Road SW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. Opus Northwest,L.L.C. 1. City of Renton,a Municipal Corporation The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to o the Grantee,as named above,the following described personal property now located at: _ WATER SYSTEM: Length T= 687 L.F.of 12" " DI Water Main 0 774 L.F.of 10" DI Water Main .— • LF.of Water Main 2 cache( 1112 Gate Valves • N _ each of 10" " GatC Valves • - 5 each of Fire Hydrant Assemblies cn SANITARY SEWER SYSTEM: j ength ze TYPe ccn n L.F.of _ . Sewer Main _ L.F.of Sewer Main LF.of " Sewer Main each of " Diameter Manholes each of " Diameter Manholes . each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Sine Type . L.F.of Storm Line L.F.of Storm Line L.F.of " Storm Line each of Storm Inlet/Outlet each of " Storm Catch Basin each of Manhole STREET IMPROVEMENTS: Undo/ling Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk L.F. Asphalt Pavement: SY or L.F.of _ Width STREET LIGITTING: • €of Poles . - By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or _ persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. . , 1 . CITY OF RENTON • PLANNING,BUILDING/PUBLIC WORKS DEPARTMENT • 1 FINAL COST DATA AND INVENTORY • I NAME OF PROJECT WTR- a -a R I Ip W WP- ,a—I-a eo tz, Opus Monster Road • SWP- • TRO-• LAU—a8tic, TED- 40-a',t� • • • Per the request of the City of Renton,the following information is furnished concerning final costs for improvements installed and turned over to the City for the above referenced project. j 1 WATER SYSTEM CONSTRUCTION COSTS: • Length Size Type • 687 L.F.of 12" DI WATERMAIN $7,436 • i 774 L.F.of 10" DI WATERMAIN• 7,740 • L.F.of ~ ' WATERMAIN• . L.P.of WATERMAIN • • 2 EACH of 12 GATE VALVES 2,400 • 3 • EACH of 10" GATE VALVES 3,000 • EACH of GATE VALVES ' 5 EACH of FIRE HYDRANT ASSEMBLIES 5 9,000 1 (Cost of Fire Hydrants must be listed separately) S 29,576 o (Include Engineering and Sales Tax if applicable $ 2,366 i 40-3 TOTAL COST FOR WATER SYSTEM $31,942 e ' SANITARY SF.W .R SYSTEM: STORM TRATNAOOF SYSTEM: o Length Size Type Length . Size Type o L.F.of ' - SEWER MAIN . LF.'of STORM UNE. `— LF.of SEWER MAIN L.F.of STORM LINE LF.of SEWER MAIN L.F.of STORM LINE • i N EA of DIAMETER MANHOLES EA of STORM INLET/OUTLET CVEA of • DIAMETER MANHOLES EA of STORM CATCHBASIN (Including Engineering and Sales Tax EA of STORM CATCHBASIN • if applicable) S.' ,_, (Including Engineering and Sales Tax cr.) TOTAL COST FOR SANITARY SEWER SYSTEM $ If applicable) S tT TOTAL COST FOR STORM DRAINAGE $ i • SYSTEM i . STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk: L.F. $ ' • Asphalt Pavement: .SY or L.F. of Width $• • SIGNALIZATION: (Including Eng.Design Costs,City Permit Fees;WA•St Sales Tax) . , - '. STREET LIGHTING: (Including•Eng.Design Costs,City Permit Fees,WA St Sales Tax) of Poles $ • • . 112ot.eletS . nCii"Xa is 4QS. — L1.s3 — 41oo Print signatory name day ne N 1 (SIGNATURE) i •I turns/COSTDAT2.DOC/bh (Signatory must be authorized agent _ or owner of subject development) • . I 1 I 19991221001289 PAGE 001 OF 007 Return Address: KING1COUNTY12WA4 City Clerk's Office CITY OF RENTON EAS 14.00 City of Renton 1055 South Grady Way Renton, WA Title: WATER LINE EASEMENT Property Tax Parcel Number. 242304-9121 Project File#: Street Intersection or Project Name: 1200 Block of, Monster Road SW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Q, Grantor(s): Grantee(s): o0 1. Opus Northwest,L.L.C. 1. City of Renton,.a Municipal Corporation 2. O . ABBREVIATED LEGAL DESCRIPTION: Portion of the NW 1/4 of Section 24,T 23N,R 4E,W.M.,King County,WA rn Additional legal is on pages 5 and 6 of document. on fi gq..oio© J th TAX NOT REQUIRE. 2321\029\99944.02 Page 1 11100 coY Records Divtion Depu't • fA Grantor,for and in consideration of mutual benefits,hereby,grants,bargains,sells,conveys,and warrants unto the said Grantee,its successors and assigns,a nonexclusive easement for water lines and necessary appurtenances over,under,through,across and upon the property(the"Easement Area")in King County, Washington,more particularly described on Exhibit A,attached hereto. A map showing the approximate location of the Easement Area is attached hereto,labeled Exhibit B,as a visual aid only. For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining water lines and necessary appurtenances,together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor,except as specified in this easement. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,at its sole cost,promptly after completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the Easement Area as long as such use does not a., unreasonably interfere with the easement rights granted to the Grantee. OD Grantor shall not,however,have the right to: CV a. Erect or maintain any buildings or structures within the Easement Area other than driveways, parking areas,sidewalks and curbs;or b. Plant trees,shrubs or vegetation having deep root patters which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or �► c. Develop,landscape,or beautify the Easement Area in any way which would unreasonably CV increase the costs to the Grantee of restoring the Easement Area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb Cr) CT) the compaction or unearth Grantee's facilities in the Easement Area,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the Easement Area. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantor covenants that it is the lawful owner of the above property and that it has a good and lawful right to execute this agreement. By this conveyance,Grantor will warrant and defend the easement hereby granted unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same by or through Grantor. This conveyance shall bind the heirs,executors,administrators and assigns forever. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this 14day of le G , 19947 OPUS NORTHWEST,L.L.C. a Delaware limited liability com any homas B.Parsons,Vice President 2321\029\99944.02 Page 2 Notary Seal must be within box REPRESENTATI✓E FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON )SS ,,,siossIIll.., e•• COUNTY OF KING e\N WO 4•• I certify that I know or have satisfactory evidence that Thomas B.Parsons 0,•�5"g10N,N�""••.,�,��•• signed this instrument,on oath stated that he was authorized to executeStee the Efo• instrument and acknowledged it as the Vice President of Opus Northwest, O *OTAgy : L.L.C.to be the free and voluntary act of such party/parties for the uses and • V .p. 01 purposes mentioned in the instrument. • L✓4-e- •, �� �� Notary Public in and for the State of Washington •�•••••WASNs% Notary(Print) R.411./b1 L✓O/ f� My appointment expires: /I r/ co — Dated: q, /q 91 rn co CV O'T Q) Cr) 2321\029\99944.02 Page 3 EXHIBIT A WATERLINE EASEMENT LEGAL DESCRIPTION An easement for waterline 15.00 feet in width over, under and across that portion of the Northeast quarter of the Northwest quarter and Government Lot 1, in Section 24, Township 23 North, Range 4 East, W.M., in King County, Washington, having 7.50 feet of such width lying on each side of the following described centerline: COMMENCING at the quarter corner between Sections 13 and 24, in said Township and Range; _ THENCE North 87° 26' 48" West, along the North line of said Northwest quarter, 1,214.00 feet to the Westerly margin of County Road No. 8, Charles Monster Road S.W. and now known as Steel Hill Road; THENCE South 32° 29' 51" East, along said Westerly margin, 85.34 feet; THENCE on a curve to the right having a radius of 256.48 feet and along said Westerly margin, 139.14 feet; THENCE South 01° 24' 51" East along said Westerly margin, 268.00 feet; THENCE South 88° 35' 09" West, 436.55 feet; THENCE South 02° 33' 12" West, 115.03 feet; THENCE South 70° 05' 34" West, 95.47 feet; OD CVTHENCE South 88° 37' 17" West, 54.81 feet to the TRUE POINT OF BEGINNING of herein described centerline; THENCE South 00° 07' 11" East, 19.50 feet; THENCE North 88° 48' 50" East, 58.83 feet to Pont "A"; N THENCE South 01° 26' 15" East, 70.79 feet; cam, THENCE South 88° 13' 14" West, 30.26 feet; THENCE North 88° 13' 14" East, 30.26 feet; o-, THENCE South 01° 23' 15" East, 129.45 feet; rn THENCE North 88° 36' 42" East, 88.37 feet; CI) THENCE South 54° 09' 20" East, 60.23 feet; THENCE South 36° 20' 38" West, 17.86 feet; THENCE North 36° 20' 38" East, 17.86 feet; THENCE South 53° 59' 13" East, 85.33 feet; THENCE South 76° 09' 22" East, 26.84 feet; THENCE South 53° 39' 22" East, 155.42 feet; THENCE South 36° 33' 04" West, 17.19 feet; THENCE North 36° 33' 04" East, 17.19 feet; THENCE South 53° 40' 23" East, 70.73 feet; THENCE South 71° 26' 40" East, 24.58 feet to Point "B"; THENCE CONTINUING South 71 ° 26' 40" East, 15.50 feet to the Westerly margin of County Road No. 8 (Charles Monster Road S.W.) and the terminus. ALSO from said Point "A"; THENCE North 88° 48' 50" East, 2.20 feet; THENCE North 68° 49' 54" East, 109.24 feet; THENCE North 18° 14' 46" East, 67.05 feet; Project Name: Opus Northwest December 7, 1999 • Page 4 DJS/sm 6686L.006 EXHIBIT B EASEMENT AREA MAP WATERMAIN EXTENSION vi I 1'-120' co . N 68' 35'09" F 436 55' co N S88'35'11"IN NO1'24'50"W S01'24'51"E i,; 1.. J178.05 ' 50.76' 64.65' a N 88' 37'17" E 17 o x 105.38' ui cn N00'07'11"W S18'14'46"W 15' WIDE WATER •— 19.50' Z 67.05' EASEMENT (TYP.) o o N 70' 05'34" E S88'34139"W 7 50.57 'I.-iir3 S68'49'54"W 95.47' 225.86' in � 109.24' w S88'48'S0R w 1 S88'48'S0"W Q cn• 58.83' PT A 2.20' ire") 1n 1 0 N K.)6' S01'26'15"E CC co N of 70.79' o N o S388.'13''14"W N 0 30.26' S01'23'15"E � 129.45' Z o rn N54 09'20"W " A =20' 00 00 N88'36'42"E 60.23' R=256.48' 0 °' N 88.37' N53'59'13"W T=45.22 w 85.33' L=89.53' i� . S36'20'38"W \ 576'09'22"E on E N 17 86 26.84' o' 1= 00 S53'39'22"E cn 2 155.42' O 0 ,,4' , / o c h6 15' WIDE WATER o 0 N. P\ Ns3 EASEMENT (TYP.) � 3 M cv��O�PI `9S99?2, S36'33'04"W �' `v X 1y fT 17.19' c co c/ij k N 18'33'20" E co co O,c• p' 40.50' co �F4'7p 25' WIDE WATER z 4, E EASEMENT z_ S53'40'23"E �S 71'26'40" E (.� 70.73' 15.50' z j S 71'26'40" E PT B co 24.58' co co 0 _ - Y (I) C N N • U- PAGE 6 THENCE North 88° 35' 11" East, 178.05 feet; THENCE North 01° 24' 50" West, 50.76 feet; THENCE South 01° 24' 50" East, 50.76 feet; THENCE North 88° 34' 39" East, 225.86 feet to said Westerly margin and the terminus. ALSO an easement 25.00 feet in width having 12.50 feet of such width lying on each side of the following described centerline: BEGINNING at said Point "B"; THENCE North 18° 33' 20" East, 40.50 feet to the terminus. The sidelines of this easement shall be shortened or lengthened as necessary as to intersect at angle points, said Westerly margin, and a line which passes through the TRUE POINT OF BEGINNING at a bearing of South 88° 37' 17" West. ,,,,,,,,,,, ,,,,,,,,,,,,,, 4T4 CO Z.;Y. dirf .1 0 1/15/6-10 N Cr) Cr) Cr) - I Project Name: Opus Northwest December 7, 1999 Page 5 DJS/sm 6686L.006 • IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this q4day of 2)(4 , 19 99 OPUS NORTHWEST,L.L.C. a Delaware limited liability company B • AopZe.e..„. Thomas B.Parsons,Vice President Notary Seal must be within box REPRESENTATIVE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON )SS ,,,soosisito,siss COUNTY OF KING ) • g\N...W,O<,� •• I certify that I know or have satisfactory evidence that Thomas B.Parsons d o.I'sxON ,,,,T ' signed this instrument,on oath stated that he was authorized to execute the Q�� Oj • • instrument and acknowledged it as the Vice President of Opus Northwest, s0 * mtry 'PN L.L.C.to be the free and voluntary act of such party/parties for the uses and iV .4•♦— purposes mentioned in the instrument. c.r . A 8 . • �\'` •` Notary Public in and for the State of Washington o ,I,���•�,., ..,'�,, Notary(Print) IR06! v1 w0( I My appointment expires: G (rI rOD'�- Dated: ;�o �„� q lcm 0) N Or) cn On CITY OF RENTON BOARD OF ADJUSTMENT PUBLIC HEARING MINUTES FEBRUARY 25, 1998 The following minutes are a summary of the February 25, 1998 hearing. The legal record is recorded on tape. CALL TO ORDER VICE CHAIRPERSON Connel led the Pledge.of Allegiance to the flag and called the meeting of the Board of Adjustment to order. ROLL CALL OF BOARDMEMBERS Lee Connel, Vice Chairperson; Teri Briere; Jay Wallace; Ralph Evans;Jim Jacques; Jim Jolly. CITY STAFF IN ATTENDANCE Jennifer Toth Henning, Project Manager; Karen Codiga, Recording Secretary. APPROVAL OF Moved by Briere, seconded by Jacques, Board approve the minutes of MINUTES September 24, 1997, as presented. Carried. PUBLIC HEARING This being the date set and proper notices having been posted and Variance Lower published in accordance with local and State laws,Board Vice Chairperson Monster Road Connel opened the public hearing to consider the variance for Lower Warehouse Monster Road Warehouse (LUA-97-163,SA-A,V,ECF). (LUA-97-163,V) Jennifer Toth Henning, Project Manager, explained that the applicant proposes to develop a warehouse/office project. The 8.5.acre site is undeveloped. The project would include a 28 foot high tilt- up structure of approximately 40,000 square feet. Eight(8) dock-high truck doors,two (2) on-grade truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland which also serves as a regional detention facility is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. Development of the site would require extensive grading. Approximately 32,000 cubic yards of material would be exported off-site. The project requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area on the northeast side of the site where the slope is in excess of 40%. Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Site Vicinity Map application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No. 3: Proposed Site Plan Map Exhibit No.4: Elevation Map 1. The applicant, RogerPecsok of Opus Northwest, LLC seeks an administrative variance from the PP , 9 P Land Clearing and Tree Cutting Ordinance, Code Section 4-9-10:C in order to clear steep slopes in excess of 40% slope. Board of Adjustment Minutes February 25, 1998 File No.: LUA-97-163,SA-A,V,ECF Page 2 • 2. The project file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Declaration of Non-Significance-Mitigated (DNS-M)for the subject proposal. 4. The Zoning Administrator, approved the applicant's site plan on January 29, 1998. 5. The subject site is located in the 1200 block of Monster Road SW, on the west side of Monster Road SW. 6. The subject site is zoned I-M (Medium Industrial). The site received this zoning in June, 1993. 7. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of medium-intensity industrial activities involving manufacturing, processing, assembly and warehousing. 8. The site is presently vacant. A Category III wetland that also serves as a regional detention facility is located on the north portion of the site. The toe of a steep knoll defines a portion of the east boundary of the subject parcel. 9. Access to the site is from Monster Road SW. • 10. The subject site is approximately 8. 5 acres in size. The site is generally shaped like a triangle, with the narrow portion located at the south boundary abutting Monster Road and broad end at the northernmost portion of the site. The site is approximately 240 feet across at Monster Road (north to south), and 900 feet across on;the northern boundary (west to east). The site is approximately 1100 feet deep (from northwest to southeast). 11. The site slopes steeply on the east and west boundaries. Existing retaining walls/rockeries are found on the east portion of the site. 12. In order to construct the proposed 40,858 square foot structure, the existing steep slope on the east portion of the site would need to be cleared of approximately 100 maple trees. The trees vary in size from 12-inches in diameter to 18-inches in diameter. 13. A variance is required from the Land Clearing and Tree Cutting Ordinance for any tree removal ,on slopes in excess of 40%. The applicant has applied for the necessary variance relief. 14. A variance is not required from the Mining, Excavation and Grading Ordinance to grade the site slopes. 15. Geotechnical studies prepared for the proposed development indicate that extensive excavation is required on the property to achieve desired finished grades. Excavations of up to 60 feet below existing grade would be required on the subject site. The geotechnical study recommends blasting or the use of conventional equipment (ripper claws or hard formation teeth) in order to remove the hard sandstone associated with the Tukwila formation. 16. The site would be graded and revegetated upon completion of the grading. There should be little need to disturb the site again once this task is accomplished. Board of Adjustment Minutes February 25, 1998 File No.: LUA-97-163,SA-A,V,ECF Page 3 1. City Code section 4-7-22.G.3 states the conditions under which a variance may be granted. Those conditions are listed below with discussion following each of the variance criteria. A. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant contends that the project utilizes approximately 2.24 acres of usable area which represents usable/gross area of only 26.3%. A wetland existing on the north portion of the subject site prohibits disturbance in that area. The proposed project is not planned to encroach into the wetland or buffer area, but instead would be built on a narrow portion of the site at the south. This is the area where the steep slopes exceeding 40% are found. The proposed structure would be 115 feet in width, which is narrow for a building within this zoning designation. The applicant contends that this is a narrow width for a building in the Medium Industrial Zone, and that developing a smaller structure would not be practical. Therefore, the applicant maintains that clearing the vegetation in order to cut into the slope to develop a building pad is the only feasible option for site. Clearing must be - accomplished prior to any grading taking place. Without cutting into the slope, it is likely that the entire 8+ acre site would be completely unusable, since it is bordered by steep slopes to the south and east, by railroad tracks to the west, and by an on-site wetland to the north. Furthermore, the City's Mining, Excavation and Grading Ordinance (Section 4-10) permits grading of steep slopes areas without a variance. B. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: The applicant contents that the variance would not be detrimental to the subject property or to any adjacent property, since the clearing would be immediately followed by grading. In addition, most of the cut is in fractured sandstone, which is very stable and would have a minimal risk of erosion. During the grading portion of the work, an engineered and approved temporary erosion and sedimentation control plan would be in effect. A geotechnical report has been prepared by a Geotechnical Engineer for this project. C. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: The applicant maintains that the approval of the variance would not constitute a grant of special privilege in that the grading of this area is necessary for the development of the site. Any project on this parcel will require access and at least a small area of flat land within the portion of the site that now has steep slopes. The only other option to create a building pad would be to fill the wetland on the north portion of the site which would have significant adverse environmental impacts. D. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: Board of Adjustment Minutes February 25, 1998 File No.: LUA-97-163,SA-A,V,ECF Page 4 The applicant states that the variance requested is the minimum variance needed in that only the slopes on the southeast portion of the site would be affected. Slopes on the north portion of the site would not be disturbed. Some slopes-resulting from the proposed work will still be in excess of 40% but would be part of the engineered site plan, and consistent with requirements of the City's Mining, Excavation and Grading Ordinance. The applicant's property appears ripe for the variance requested. AUDIENCE COMMENT/TESTIMONY: Mr. Roger PecsoWApplicant Opus Northwest, LLC 200- 112th Avenue NE, Suite 205 Bellevue, WA 98004 • Mr. Pecsok stated that, after further review, no blasting will occur on the site. He further added that he basically agrees with the staff report as presented. Vice Chairperson Connel called for further testimony regarding this project There was no one else wishing to speak, and no further comments from staff. The public hearing was closed. DECISION: It was moved by BOARDMEMBER Briere and seconded by BOARDMEMBER Evans to approve the variance requested for LUA-97-163,SA-A,V,ECF, based on the following findings: 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The subject site is constrained by steep slopes, a wetland, and existing railroad tracks. Approximately 73% of site is unusable due to the presence of steep slopes and wetland area. This limits the natural development potential of the site in ways in which other property in the vicinity is not limited. In order to establish the building pad for the proposed warehouse/distribution structure, the toe of the existing slope would need to cleared of vegetation (approximately 100 maple trees) and excavated to depths of up to 60 feet. Therefore, clearing the vegetation in order to cut into the slope to develop a building pad appears to be the only feasible option for development of the site, according to zoning and established development patterns in the surrounding area. Clearing must be accomplished prior to any grading taking place. Without cutting into the slope, it is likely that the entire site would be unusable, since it is bordered by steep slopes to the south and east, by railroad tracks to the west, and by an on-site wetland to the north. Furthermore, the City's Mining, Excavation and Grading Ordinance (Section 4-10) permits grading of steep slopes areas without a variance. . ` n Board of Adjustment Minutes February 25, 1998 File No.: LUA-97-163,SA-A,V,ECF Page 5 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: The proposal should not ultimately affect either the public welfare or other property in the area. A "low grow" erosion control mix will be installed on the graded and engineered slope. Erosion control will be provided to assure that the slope and exposed soils do not erode. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: Approval.in this case will not extend a special privilege to the applicant. The nature of the site and its combination of irregular shape, steep topography and wetlands distinguishes this property from other properties in the vicinity. However, the adjacent Upper Monster Road Warehouse site also requires a variance in order to clear steep slope areas greater than 40% for the purposes of grading to establish a building pad and parking areas. This variance is currently being considered by the City's Hearing Examiner. A decision is expected on or before March 3, 1998. The Upper Monster Road site contains steep slope and coal mine areas, but is not constrained by the presence of a wetland area. 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: Only that portion of the steep slope on the site that is adjacent to the proposed building pad would need to be cleared. A smaller building may diminish the amount of excavation that would need to occur, but would not alter the request to clear the slope. Motion carried. ROLL CALL VOTE: Jacques-yes; Wallace-yes; Jolly-yes; Connel-yes; Evans- yes; Briere-yes. VICE CHAIRPERSON CONNEL STATED: The variance is hereby granted from the Land Clearing and Tree Cutting Ordinance, Section 4-9-10:C. of the City Code, allowing land clearing, tree cutting, or ground cover management activities in areas with slopes over forty percent (40%). DATED this 25th day of February, 1998. An appeal of the Board of Adjustment decision is governed by Title IV, Chapter 36, Section I,which requires that such appeal be filed with the Superior Court of Washington for King County within 21 days from the date of issuance of the decision. The land use decision is considered issued three (3) days after a written decision is mailed by the City. The appeal period for this variance will end at 5:00 PM on March 20, 1998. • 6. OLD BUSINESS: None 7. NEW BUSINESS: None Board of Adjustment Minutes ` February 25, 1998 File No.: LUA-97-163,SA-A,V,ECF Page 6 8. ANNOUNCEMENTS: None 9. ADJOURNMENT: There being no further business, BOARDMEMBER Briere moved that the meeting be adjourned. BOARDMEMBER Evans seconded the motion. VICE CHAIRPERSON Connel adjourned the Board of Adjustment meeting following a unanimous vote. Dennis Dochnahl t. I v • BOARD OF ADJUSTMENT OF THE CITY OF RENTON In Re: Lower Monster Road Variance No. LUA-97-163,SA-A,V,ECF FINDINGS OF FACT, CONCLUSIONS AND DECISION FINDINGS OF FACT 1. The applicant, Roger Pecsok of Opus Northwest, LLC seeks an administrative variance from the Land Clearing and Tree Cutting Ordinance, Code Section 4-9-10:C in order to clear steep slopes in excess of 40% slope. 2. The project file. containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Declaration of Non-Significance-Mitigated (DNS-M) for the subject proposal. 4. The Zoning Administrator, approved the applicant's site plan on January 29, 1998. 5. The subject site is located in the 1200 block of Monster Road SW, on the west side of Monster Road SW. 6. The subject site is zoned I-M (Medium Industrial). The site received this zoning in June, 1993. 7. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of medium-intensity industrial activities involving manufacturing, processing, assembly and warehousing. 8. The site is presently vacant. A Category III wetland that also serves as a regional detention facility is located on the north portion of the site. The toe of a steep knoll defines a portion of the east boundary of the subject parcel. 9. Access to the site is from Monster Road SW. 10. The subject site is approximately 8. 5 acres in size. The site is generally shaped like a triangle, with the narrow portion located at the south boundary abutting Monster Road and broad end at the northernmost portion of the site. The site is approximately 240 feet across at Monster Road (north to south), and 900 feet across on the northern boundary (west to east). The site is approximately 1100 feet deep (from northwest to southeast). 11. The site slopes steeply on the east and west boundaries. Existing retaining walls/rockeries are found on the east portion of the site. 12. In order to construct the proposed 40,858 square foot structure, the existing steep slope on the east portion of the site would need to be cleared of approximately 100 maple trees. The trees vary in size from 12-inches in diameter to 18-inches in diameter. 13. A variance is required from the Land Clearing and Tree Cutting Ordinance for any tree removal on slopes in excess of 40%. The applicant has applied for the necessary variance relief. y , ' BOARD OF ADJUSTMENT LOWER MONSTER ROAD W .._'_1OUSE LUA-97-163,ECF,SA-A V FEBRUARY 2S,1998 Page 2 of3 14. A variance is not required from the Mining, Excavation and Grading Ordinance to grade the site slopes. 15. Geotechnical studies prepared for the proposed development indicate that extensive excavation is required on the property to achieve desired finished grades. Excavations of up to 60 feet below existing grade would be required on the subject site. The geotechnical study recommends blasting or the use of conventional equipment (ripper claws or hard formation teeth) in order to remove the hard sandstone associated with the Tukwila formation. 16. The site would be graded and revegetated upon completion of the grading. There should be little need to disturb the site again once this task is accomplished. CONCLUSIONS: FROM THESE FINDINGS OF FACT, THE BOARD MAKES THE FOLLOWING CONCLUSIONS: 1. City Code section 4-7-22.G.3 states the conditions under which a variance may be granted. Those conditions are listed below with discussion following each of the variance criteria. A. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings. of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The subject site is constrained by steep slopes, a wetland, and existing railroad tracks. Approximately 73% of site is unusable due to the presence of steep slopes and wetland area. This limits the natural development potential of the site in ways in which other property in the vicinity is not limited. In order to establish the building pad for the proposed warehouse/distribution structure, the toe of the existing slope would need to cleared of vegetation (approximately 100 maple trees) and excavated to depths of up to 60 feet. Therefore, clearing the vegetation in order to cut into the slope to develop a building pad appears to be the only feasible option for development of the site, according to zoning and established development patterns in the surrounding area. Clearing must be accomplished prior to any grading taking place. Without cutting into the slope, it is likely that the entire site would be unusable, since it is bordered by steep slopes to the south and east, by railroad tracks to the west, and by an on-site wetland to the north. Furthermore, the City's Mining, Excavation and Grading Ordinance (Section 4-10) permits grading of steep slopes areas without a variance. B. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: The proposal should not ultimately affect either the public welfare or other property in the area. A "low grow" erosion control mix will be installed on the graded and engineered slope. Erosion control will be provided to assure that the slope and exposed soils do not erode. C. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: • jli BOAFACTSDOC it • BOARD OF ADJUSTMENT LOWER MONSTER ROAD VV..:__-`'IOUSE LUA-97-163,ECF,SA-A V FEBRUARY2S,1998 Page 3 of 3 FEN Approval in this case will not extend a special privilege to the applicant. The nature of the site and its combination of irregular shape, steep topography and wetlands distinguishes this property from other properties in the vicinity. However, the adjacent Upper Monster Road Warehouse site also requires a variance in order to clear steep slope areas greater than 40% for the purposes of grading to establish a building pad and parking areas. This variance is currently being considered by the City's Hearing Examiner. A decision is expected on or before March 3, 1998. The Upper Monster Road site contains steep slope and coal mine areas, but is not constrained by the presence of a wetland area. D. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: Only that portion of the steep slope on the site that is adjacent to the proposed building pad would need to be cleared. A smaller building may diminish the amount of excavation that would need to occur, but would not alter the request to clear the slope. The applicant's property appears ripe for the variance requested. DECISION: FROM THE FOREGOING FINDINGS OF FACT AND CONCLUSIONS, THE BOARD ENTERS THE FOLLOWING DECISION: 1. The variance is hereby granted from the Land Clearing and Tree Cutting Ordinance, Section 4-9-10:C. of the City Code, allowing land clearing,tree cutting, or ground cover management activities in areas with slopes over forty percent (40%). DATED this 25th day of February, 1998. An appeal of the Board of Adjustment decision is governed by Title IV, Chapter 36, Section I,which requires that such appeal be filed with the Superior Court of Washington for King County within 21 days from the date of issuance of the decision. The land use decision is considered issued three (3) days after a written decision is mailed by the City. The appeal period for this variance will end at 5:00 PM on March 20, 1998. NIA- Dennis Dochnahl Lee Connel Ten Bnere J' JacquALCre �^ C Jay all ce /Ji Jolly Ra h vans BOAFACTS.DOC CIT 1. --OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 26, 1998 CERTIFIED MAIL NO. P 419 792 462 Mr. Roger Pecsok Opus Northwest LLC 200- 112th Avenue NE, Suite 205 Bellevue, WA 98004 SUBJECT: Lower Monster Road Warehouse Project No. LUA-97-163,SA-A,V,ECF Dear Mr. Pecsok: The Renton Board of Adjustment, at its regular meeting on February 25, 1998, granted your request for a variance from the Land Clearing and Tree Cutting Ordinance, Code Section 4-9-10:C, in order to clear steep slopes in excess of 40%: • This is the only variance granted under this application and all other provisions of the Renton Municipal Code will apply. An Appeal of the Board's decision is governed by Title IV, Chapter 36, Section I,which requires that such appeal be filed with the Superior Court of Washington for King County within twenty one (21) days from the date of issuance of the decision.;The date on which a land use decision is issued is considered to be three days after a written decision is mailed by the City. The Board of Adjustment decision will become final on March 20, 1998 if the decision is not appealed to Superior Court. If you have any questions; please contact me at (425) 277-6186. - -r For the Renton Board of Adjustment, c° iv Q� Je nifer enning ru (73 _� 8 Project Manager s co ' 0- 0 O) o E U � ` a m GUI a� N cc: B&G Renton Associates/Owners C V ; Y a �, L .3 d L a- U ®U c 8 u a�i cqm ¢ im 6,2 � a� a a� cn y� �a U QC N O g c •gym n`S Ts o �• ? Z LL 0 d Qa wv d -6 1 . p)I) ceiz • rn d A E E `t._ a o (� o . m w a E 0 D� Zc � a ate. a. c) CI) CC 25 CC0 a - 2661. l!Jdy'009E WJod Sd ROAGRANTr)OC - - - - - -- 200 Mill Avenue South - Renton, Washington 98055 1 `• SENDER: v •Complete items 1 and/or 2 for additional services. I also wish to receive the rn •Complete items 3,4a,and 4b. - following services(for an in ■Print your name and address on the reverse of this form so that we can return this extra fee): d card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. d w ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery (GA 6 •The Return Receipt will show to whom the article was delivered and the date c delivered. Consult postmaster for fee. .- o 4a.Article Number CC � 3.Article Addressed to: 0 Pe P419 112. •9{02 E o Tog e'( 4b.Service Type o O PU.S Aort 1n we-ZT 1_L C 0 Registered 14 Certified °C O °) ; W 2oo — (26 V t' e Y1e , S'te. 2( ❑ Express Mail 0 Insured c p� 1"3e((eklu_e t (,OH 9E)D0c- 0 Return Receipt for Merchandise 0 COD O 7.Date of Delivery a z 5.Received By: (Print Name) 8.Addressee's Address(Only if requested c W and fee is paid) .o , of I- g 6.Signatu, • Addressee oyAgent) O 1 C /� i r PS'For`m3811;Dece ber'199411 i ' t i 1 102595-97-B-0179 Domestic Return Receipt LUA.91. I(9 s 4 cj d • CITY"OF RENTON Lr Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 19, 1998 Mr. Roger Pecsok • Opus Northwest LLC 200- 112th Avenue NE, Suite 205 Bellevue, WA 98004 • SUBJECT: Lower Monster Road Warehouse Project No. LUA-97-163,SA-A,ECF,V Dear Mr. Pecsok: - This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of.Non-Significance - Mitigated for the above-referenced project. • No appeals were filed. The applicant must •comply with all ERC Mitigation Measures and Site Plan Conditions of Approval. As you have been previously advised,the date of Wednesday, February 25, 1998, at 7:30 PM, has been set for a public hearing to review the variance requested for the subject project. The hearing, before the City of Renton's Board of Adjustment will be held in the Council Chambers on the second floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant is required to be present at the public hearing. If you have any questions, please feel free to contact me at(425) 277-6186. For the Environmental Review Committee, _ ennifer Toth Henning Project Manager cc: B&G Renton Associates/Property Owners FINAL DOC 200 Mill Avenue South - Renton,Washington 98055 ♦ ♦ -4>i\Try0 _. _PUBLIC HEARING FEBRUARY 25 , 1997 7 : 30 PM BOARD OF ADJUSTMENT AGENDA 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. ROLL CALL 4. APPROVAL OF MINUTES (September 24, 1997) 5. PUBLIC HEARINGS SCHEDULED: • Lower Monster Road Warehouse LUA-97-163,SA-A,V,ECF 6. When you are recognized by the Presiding Officer, please walk to the podium and state your name and address for the record, SPELLING YOUR LAST NAME 7. UNFINISHED BUSINESS 8. NEW BUSINESS 9. ANNOUNCEMENTS 10. ADJOURNMENT , . ..... ...:::.. ::: :; ARD • REPORT AiY:>25 . . .. . ...... ... • :..... : APPLICANT:::::::::>:::>;. ;:>:::.:::..:.; • Roger Pecsol ;:: :{ ... .: ::::: :::<>:>::::::::.>: :: : :::.: :;:;:..:.:;;..::. : : ..Opus p Northwest L.L:C•:: ;.: :: :::•.:••::•,.:,:;: :• :>:;.: :.,.» ::>;::::...:•: . • ...,:;;:..2Q01.12th:Avennue•NE;Suite:205:::::::...:::.<: >.: •• :: ':::•::••••::.:• : < ::• .: ::::::»>:.;;;.::: :•;.::.::....: :<:: ::: : .; .;:, :.:::.:. .. : :`:::>;::':;:';::.:::<: :» ;: ellevue• WA:98QU4:::> :.::<...;,: :>`•.,::;;:::..::.::• :»' :.:::::.::.: >:;.' .;: > . ..:.•. ... ....:: >;:;; :'PROJECT NAME`:. ;' :`:::::;:: :::::::::::: : Lower:Monster.:Roa•d.Warefiouse' :: ::: . .;:< ;.:::> >:;�•�:<APPttCATtdtV`Nd ::.� ��:� ::��.:��:::::;'�:'�<:°��������>° '�LtlA09`7`�•�t63'� ,�=A°::::V����� CP >:: :: :; :;<>:::::::;:::. :::>. : >;:•>�;;: ::;::::<::: UI MAi Y:;AF Ec U ST°.• ;:..::;:.;•:;•::::..::T•t,e" p lisrif:proposo ::..,.:. ev Trip to,,,e i�ous Offic.: ;::..::::. : • :: •::: •, . •_.•...:•%.,project, Thee:8.5 acre• :::f.P s.:undeveloped;::Tt e' ir'oject. ::::::.:::>:::::..- .:.:. :..... ..::; ...:Would ::high.:.tilt up:.:•struo•ture cif.: •iri d • o u e�::�o:�::.. 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':: : : ::;::°:•::::::::.:: ::;::`: .;: :;?3:veh>Ides::would.:als be iev•eloped,:.; k:2.07 acre:Class ::::::::.:•:,::..::;.:::.::::<:;: ::.::......::<::.;:; ::.:..... : . :: :::: _':;: :.:. :III::wetland which::aiso'.aerves :as:::a.::• ional`detention :. .....::: : .::.::.::...:::: ::::.: :..:.::..:..:..:.:::;•facilit :.:is:::: r. •se t .••. ...: : :.�.;.::.;:.;::�. �. :..:•�:::::;: .•::.•�::•�:>::>�:::::;::;:::..•�.;:..�:.::�:�:� �.. :.::..:...X ...:.;p.e t*f..::�n_#��;.;t!.prkh...paxton:,of.the: ..si e.. ....... ..... :: :•. : •::;.::::::•f.:<::;>: >."<: •;:.» ::» ;°..;:::;:;.;:._. :.;. :..::::. va,enco:.Of•;coa:mines; as ...een;:documented::on.the ad ac�enty s•ito: :<:Develo ment<<t�f.the site;:would: require: :...::. : . : :.::::: <:::.;...: .. . :;::. :: :::.:•;.;:.extensive grading..;App�roxm:ate.o::32,0Q0:cubic:iards:of :: :::. . •.. :_.:.: >:: ::.:.il".' :•:.;::.' -.:: ::>::.>::. >:::�::::.material':°would: ::a o:�:...>°ex Forked..d f..sitd. .. The . roaect. ..... . . .. . ....::•. .::.::.... . :....: . . ....:::.:: °..:.:;..::�:::::.:!� »:.re. uires:e::••Variance.::from the..Land::Clearin :'�e d..Tree • .. : Cuttin Ordinance.: Se0ti0n4-9 :in;ordertoolear°an`are . °::•:••tan the.•northeast:side of.the slte.where the:slo•eis.�in: ....... .......• .:: , : :: :>.•:>::;:.:•.:: ::::, ::::.:.:.exeess:Of•4plot:....::::,::,:;.::... .:�:::::...•.:::;:.•.:::;.:. ::: ::..: :: . ....•...:.;:• <:>LQCATlG1N:0F>PROP£? AL:.;,:;:.:: •;:•.:::•:::::::::::.' _ hlook•of•Monster:l�oad SW:: ;;. ::::;::<:::: .: °<;< :.::.::::::.>. : :;. Ica 0 a�'.y, i / �" .' .-Sr;(� \\.. �.� ° A"1 vow `\,.�;, i� — �.`. � •pr/,111° �»_ � - .lam - o•t ... 3� / ,LIL.-- --, .i---'<-/- !,i. '1°R —7\,•'1-*1-z% ,..• "\\ \,.t'',.;.---:,-;) _::::f..-,:- .:_. 1,1\ 1 '1 • :_ iiii BOARPT.DOC o Mo f \� oo\` - WTI ` � rII •r•„M c •c�"c'" .. 1 ,. �-.. Ems"•/ ,.%� BOARD OF ADJUSTMENT STAFF REP, LOWER MONSTIL DAD WAREHOUSE LUA-97-163,ECF,SA-A V FEBRUARY 26,1998 Page 2 of 4 Bf':' ;` ::;AC:: :<! :' 2:<+Sf:%;<::i/ cii::j.'•ii�::i:>S`:;`i;i'..:. :.:.::i ";: :::::::::i:.`<::::i::::::::i:::o::i:%<`.i:;:;.:::::k'::; 2;:;':''::::'::it'::'::,`::r:; ;:;:;`:?:;.';:;:':;:.<5:: :i':;:;:;:i%::;:;:;`:':` ;:;:i: ::; i:i i:i ::: ;:':;:::';`:;:; 1. Environmental Review and Administrative Land Use Approval The Environmental Review Committee, on January 27, 1998, issued an environmental threshold determination of Non-Significance - Mitigated for the proposal. Three mitigation measures were required: 1. a) The applicant shall follow the recommendations of the geotechnical engineering report as prepared for the subject parcel (titled: Geotechnical Engineering Study and Abandoned Mine Assessment North 405 Upper and Lower Sites, Renton, Washington) by Terra Associates, Inc. (dated December 17, 1997). b) If blasting is proposed as a construction method for use at the site, separate environmental review shall be required. Furthermore, additional studies and more extensive public notification will be required. 2. a) In order to mitigate construction hauling impacts to the local and regional roadway network, construction hauling should be limited to off-peak hours of 8:30 a.m. to 3:30 p.m., Monday through Friday. b) The applicant shall submit a construction hauling route for approval by the City's Development Services Division and Transportation Services Division, prior to the issuance of any construction permits. c) The applicant shall pay the applicable Transportation Mitigation Fee, at a rate of $75.00 per each new average daily trip attributable to the project. The fee is payable prior to the issuance of the building permit. 3. The applicant shall pay the appropriate Fire Mitigation Fee, equal to $0.52 per square foot for new construction. The fee is due prior to the issuance of a building permit. The applicant's site plan required administrative site plan review which was approved on January 29, 1998 subject to the following four conditions: 1. The applicant shall amend the site Landscape Plan to provide additional ornamental plant materials (trees, shrubs, and groundcover) on the project site. The Landscape Plan shall be reviewed and approved by the Development Services Division staff project manager prior to the issuance of a building permit. 2. The applicant shall revise the site plan to demonstrate the location of garbage and recyclable deposit areas and collection points. These areas shall be easily and safely accessible to hauling trucks. 3. The applicant shall provide an appropriate pedestrian connection between Monster Road SW and the proposed building. This shall be shown on a revised site plan. The walkway may be raised, painted, or delineated with alternate paving material. The walkway is subject to the approval of the Development Services Division project manager. Approval must be granted prior to the issuance of a building permit. 4. The applicant shall submit a site lighting plan subject to the approval of the Development Services Division project manager. The lighting plan must be approved prior to the issuance of a building permit. BOARPT.DOC BOARD OF ADJUSTMENT STAFF REF LOWER MONSTI )AD WAREHOUSE LUA-97-163,ECF,SA-A V ' FEBRUARY 26,1998 Page 3 of 4 2. Variances Requested The applicant is requesting a variance from Code Section 4-9-10:C which precludes clearing on steep slopes where the average or predominant slope is greater than 40%. A steep slope area would be cleared of approximately 100 maple trees which would vary in size from 12-inches to 18-inches in diameter in order to prepare the slope for grading. The slope would be graded (cut) in order to establish a building pad for the proposed structure. C :..............ItANC. .�GC .N.EI.I'It N. /Gt3N... .1�U SMQNS...................................................................................................................................... City Code 4-722, G-3: The Board of Adjustment shall have authority to grant variances when the property generally satisfies all the conditions described in part below: CONCLUSIONS: 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of-the subject property,and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant contends that the project utilizes approximately 2.24 acres of usable area which represents usable/gross area of only 26.3%. A wetland existing on the north portion of the subject site prohibits disturbance in that area. The proposed project is not planned to encroach into the wetland or buffer area, but instead would be built on a narrow portion of the site at the south. This is the area where the steep slopes exceeding 40% are found. The proposed structure would be 115 feet in width, which is narrow for a building within this zoning designation. The applicant contends that this is a narrow width for a building in the Medium Industrial Zone, and that developing a smaller structure would not be practical. Therefore, the applicant maintains that clearing the vegetation in order to cut into the slope to develop a building pad is the only feasible option for site. Clearing must be accomplished prior to any grading taking place. Without cutting into the slope, it is likely that the entire 8+ acre site would be completely unusable, since it is bordered by steep slopes to the south and east, by railroad tracks to the west, and by an. on-site wetland to the north. Furthermore, the City's Mining, Excavation and Grading Ordinance (Section 4-10) permits grading of steep slopes areas without a variance. 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: The applicant contents that the variance would not be detrimental to the subject property or to any adjacent property, since the clearing would be immediately followed by grading. In addition, most of the cut is in fractured sandstone, which is very stable and would have a minimal risk of erosion. During the grading portion of the work, an engineered and approved temporary erosion and sedimentation control plan would be in effect. A geotechnical report has been prepared by a Geotechnical Engineer for this project. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: BOARPT.DOC BOARD OF ADJUSTMENT STAFF REF. LOWER MONSTI Sf AD WAREHOUSE LUA-97-163,ECF,SA-A V " FEBRUARY 25,1998 Page 4 of 4 The applicant maintains that the approval of the variance would not constitute a grant of special privilege in that the grading of this area is necessary for the development of the site. Any project on this parcel will require access and at least a small area of flat land within the portion of the site that now has steep slopes. The only other option to create a building pad would be to fill the wetland on the north portion of the site which would have significant adverse environmental impacts. 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish.the desired purpose: The applicant states that the variance requested is the minimum variance needed in that only the slopes on the southeast portion of the site would be affected. Slopes on the north portion of the site would not be disturbed. Some slopes resulting from the proposed work will still be in excess of 40% but would be part of the engineered site plan, and consistent with requirements of the City's Mining, Excavation and Grading Ordinance. Staff recommends that the Board of Adjustment approve the variance from City Code Section 4-9-10:C, Land Clearing and Tree Cutting Ordinance. BOARPT.DOC CITS )F RENTON iLL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 03, 1997 Mr. Dennis Dochnahl 2006 Redmond Avenue NE Renton, WA 98056 SUBJECT: Board of Adjustment Meeting Dear Dennis: The next regularly scheduled meeting is February 25, 1998 at 7:30 PM in the Council Chambers, Second Floor, City Hall. The Development Planning Section has received a variance request. This is described as follows: • LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,V-A,ECF Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office:project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine(9)dock-high truck doors and parking for 53.vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. Location: 1200 block of Monster Road SW. • . The staff report and agenda will be mailed out approximately one week prior to the meeting. Congratulations to Dennis Dochnahl on being elected the new Chairperson and Lee Connel for being elected to continue as Vice Chair.Your continuing support to the Board of Adjustment is very much appreciated. If you have any questions, please feel free to contact me at(425)277-5582. • Sincerely, ,6p-CR/14. Karen Codiga • Planning/Building/Public Works Division Development Planning 200 Mill Avenue South - Renton, Washington 98055 \' 4, . CITY:: .F. ENT. ..... . ....::TPLANNING DIVISION' >>> > <»simi »aQ, ' gmm m,,,, < , '� >i''D"' RREN. G S l7 U ::> <: IT' F 'ERVI E:.B.Y...MAILIN' <>>>>> > »> < > >> >>'> ::>> >»< < ><< > ``<`"< <» ! On the 2 j day of . 10.,MMLI. , 1998, I deposited in the mails of the United States, a sealed envelope containing de 1 avrd Le.usl ilvn documents. This information was sent to: • ' Name Representing ' 'Rociesr Pecsok. opts V O I LUe i" 13 e G Assoctukes • • (Signature of Sender) . e-iiemi,rr' • STATE OF WASHINGTON ) • ) SS COUNTY OF KING ) I certify that.I know or have satisfactory evidence that ' LI1.a. signed this instrument and acknowledged it•to be his/her/their free and voluntary act foruthe uses and. purposes mentioned in the instrument. Dated:�(�iy� oZ 9� /�7�! Y G��� 7) ,,,,, j , , , (� Notary Public and for the State of W ington Notary (Print) --, _ .t. My appointment expi F _ - ,_ , COMMISSION EXPIRES 6/29/99 , • Praject.Narne:,: Lewes U101ovti dr 'Rossi Wev'd\oulse. Project Number: LuA _ el _11,31 51°1-el , V, EC oir NOTARY.DOC • - 3 L. _ REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW& ADMINISTRATIVE LAND USE ACTION DECISION DATE: January 27, 1998 Project Name: Lower Monster Road Warehouse Applicant: Roger Pecsok Opus Northwest, LLC 200 112th Avenue NE, Suite 205 Bellevue, WA 98004 Owner: B &G Associates 2825 Eastlake Ave. E. Suite 115 Seattle, WA 98102 File Number: LUA-097-163, SA-A, V, ECF Project Manager." Jennifer Toth Henning Project Description: The applicant is requesting environmental review and administrative site plan review in order to develop a warehouse/office building on an 8.5 acre site. The project would feature a 40,858 square foot tilt-up concrete structure. The height of the building would be 28 feet. Eight(8) dock-high truck doors and parking for 53 vehicles would be provided. Development of the site would require extensive grading. Approximately 32,000 cubic yards of material would be exported off-site. The site is presently undeveloped. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. Project Location: 1200 block of Monster Road Southwest Exist. Bldg. Area SF: Not applicable Proposed New Bldg. Area SF: 40,858 s.f. Site Area: 8.5 acres Total Building Area SF: 40,858 s.f. i++ r'' .3 °I: I -{-\"A\ • Logielo. "\-C61.4, - 1. • a NOR:,\ \Q\I\ "•�-,. t ya No y .V. .�• ( - .E/Li. I Project Location Map -• � - • j': : �`- SITERCDOC `4, .: fi 1 co • City of Renton PB/PWDepartment Administrative Site Plan Approval& _ i''onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page2 of 15 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant is requesting environmental review and site plan approval in order to develop a warehouse/office building, and parking for 53 vehicles on a vacant site. The project would feature a 40,858 square foot tilt-up concrete structure. The height of the building would be 28 feet. In addition, four dock-high truck doors and one on-grade truck door would be provided on the southeast facade of the proposed structure. And, four dock-high truck doors and one on-grade door would be provided on the north building facade. The building would back-up to a steep 1:1 slope. Vehicular access around the building would be possible on three sides -- the north, south, and west sides. A five-foot wide walkway would provide for foot access on the east side adjacent to the slope. The 8.5 acre project site is located in the 1200 block of Monster Road SW. The project site is bounded to the east and southeast by Monster Road and the Metro sewer treatment plant facility. Existing warehouse facilities are located to the southwest. A Burlington Northern railroad track bounds the site to the southwest. The site is generally located at the toe of a wooded hillslope which is above the Green River Valley. Steep slopes on the northeast and east portion of the site would be graded to create a building pad area. Two existing rock walls are present on the property. A preliminary geotechnical study by Terra Associates, Inc. was submitted with the project application. The report noted the presence of the steep slopes, and weathered siltstone and sandstone on the property. Also, evidence of coal mine shafts was documented on the adjacent warehouse site to the north and east (Upper Monster Road Warehouse LUA-97-163,SA-H,ECF). The geotechnical study concluded that development of the site was probably feasible provided that recommendations of the geotechnical consultant are followed. The Environmental Review Committee (ERC) tabled consideration of the application pending the receipt of additional information regarding the mining hazards. The completed geotechnical engineering study and abandoned mine assessment were provided to staff on December 19, 1997 and that information has been merged into this report. The geotechnical engineering study, by Terra Associates, Inc. states that previous mining for coal occurred predominantly on the adjacent Upper Monster Road Warehouse site. In continuing discussions of the subject site, the ERC requested additional information regarding proposed construction techniques and revised calculations for cut and fill material on the site. In addition, information was requested on the timing of the proposal. For the subject parcel, extensive excavation will be required to establish the finish floor elevation of the proposed building. Excavations in excess of 60 feet below existing grade into the adjacent eastern hillside would occur. The cut would be laid back at a finish inclination of 1:1 slope along the east perimeter of the structure. Along the western and northern margins of the structure, fill material at depths of up to 20 feet would be required to construct the parking areas and access drive grades. The applicant has estimated that 67,986 cubic yards of material would be cut, and the fill volume would be 30,318 cubic yards. The amount of material that would be stripped is estimated to be 5,716 cubic yards. A total of 31,950 cubic yards of material would be exported from the site as a result of the grade and fill activity. This would result in approximately 1,600 truck trips (roundtrip). A 2.07 acre wetland is present on the north portion of the site. This wetland was delineated by Shapiro and Associates, Inc. in September, 1997. The wetland is considered to be a palustrine emergent, and scrub-shrub wetland. According to the City's Wetlands Ordinance, this would meet SITERC.DOC City of Renton PB/PWDeparhnent Administrative Site Plan Approval&.. •onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page4 of IS achieve the desired construction elevations. Excavations of 60 feet below existing grade would be necessary, and blasting is mentioned as a possible construction method to facilitate excavation of the hard Tukwila sandstone formation. The applicant has provided a written statement that they do not intend to utilize blasting as a construction method on this site. A tree clearing plan has been provided by the applicant. This plan indicates that a forested slope is present on the eastern portion of the property. This area would be cleared and graded to accommodate the project. It appears that approximately 100 maple trees, generally 12-inch diameter and greater, would be removed during clearing and grading activities. In order to diminish the potential for erosion and to control sedimentation, the applicant would be required to provide acceptable Temporary Erosion/Sedimentation Control Plans to the City, prior to the issuance of any construction permits. This is a Code item and does not require further mitigation. Mitigation Measures: 1) The applicant shall follow the recommendations of the geotechnical engineering report as prepared for the subject parcel (titled: Geotechnical Engineering Study and Abandoned Mine Assessment North 405 Upper and Lower Sites, Renton, Washington) by Terra Associates, Inc. (dated December 17, 1997). 2) If blasting is proposed as a construction method for use at the site, separate environmental review shall be required. Furthermore, additional studies and more extensive public notification will be required. Policy Nexus: Environmental Ordinance, SEPA (2) Air Impacts: Impacts to air quality can be anticipated to occur during construction and after occupancy of the proposed project. Impacts during construction would include increased levels of airborne particulate (especially dust) from the disturbance of exposed soils. Construction impacts would be short term in nature and would be mitigated through best management practices of the required Temporary Erosion Control/Sedimentation Control Plan and with the Construction Mitigation Plan. Emissions from construction vehicles is regulated by State and City Codes. After construction, the impacts would be associated primarily with vehicle exhaust from resident traffic. Vehicle emissions are regulated by the State of Washington. Overall air impacts would be relatively minor in nature and would not be considered to warrant additional mitigation measures. Mitigation Measures: None required. Policy Nexus: N/A (3) Storm Water Impacts: Stormwater runoff currently generated by the undeveloped site flows into a recently constructed regional detention facility located northwest of the parcel (Plumbers and Pipefitters Trust). Post-development drainage will be collected by an on-site storm sewer. The runoff generated by the impervious driving surface will be conveyed to a structure where the two-year peak flow will be directed to a biofiltration swale on the west boundary of the site for treatment (between the southwest edge of the wetland buffer and the BN railroad tracks). All flows greater than the two-year peak flow and stormwater runoff collected by the roof drains will be conveyed to the regional detention facility, and will not be SITERC.DOC City of Renton PB/PWDepartment Administrative Site Plan Approval& - ,onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF " REPORT AND DECISION OFJANUARY 27,1998 Page5 of 15 treated prior to conveyance. King County Surface Water Design Manual does not require treatment of stormwater runoff for flows greater than the two-year peak flow and flow not generated by or crossing impervious driving surfaces. No detention or retention is being provided as part of the development of this site. It appears that the proposal meets or exceeds the City's standards for stormwater. No additional mitigation is required. Mitigation Measures: None required. Policy Nexus: N/A (4) Wetlands Impacts: A 2.07 acre wetland is present on the north portion of the site. This wetland was delineated by Shapiro and Associates, Inc. in September, 1997. The wetland is considered to be a palustrine emergent, and scrub-shrub wetland. According to the City's Wetlands Ordinance, this would meet the criteria for a Class III wetland, since it has extensive human disturbance. The proposal would not result in the disturbance of the wetland area. A minimum 25-foot wetland buffer would be maintained to separate the wetland from any on- site construction activity. No additional mitigation is required. Mitigation Measures: None required. Policy Nexus: N/A (5) Transportation Impacts: The proposed project for a warehouse development would generate additional traffic in the area both during construction and operation of the facility. The applicant has estimated that approximately 32,000 cubic yards of material would be exported as part of the project. Assuming 20 cubic yards per truck, approximately 1,600 roundtrip truck trips would be generated to export material from the site. The applicant has indicated that the material would be exported via West Valley Highway to a site located at Glacier and Cascade Streets within the City of Tukwila's boundaries. It is anticipated that construction of the entire project would last approximately six months once commenced. Primary access for construction vehicles would be from Monster Road SW, Oakesdale Avenue, and Grady Way, to 1-405. Operation of the site would result in approximately 195 new average daily trips, based on the Institute of Transportation Engineers Trip Generation Manual for warehouse use. The new average daily trips are subject to the City's Transportation Mitigation Fee, which is charged at the rate of$75 per each new average daily trip. The fee is estimated to be $14,640.00 and is calculated based on the size (in square feet) of the building. This fee would need to be paid prior to the issuance of a building permit. Mitigation Measures: a) In order to mitigate construction hauling impacts to the local and regional roadway network, construction hauling should be limited to off-peak hours of 8:30 a.m. to 3:30 p.m., Monday through Friday. b) The applicant shall submit a construction hauling route for approval by the City's Development Services Division and Transportation Services Division, prior to the issuance of any construction permits. SITERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&' :ronmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,ECF REPORT AND DECISION OFJANUARY27,1998 Page6 of 15 c) The applicant shall pay the applicable Transportation Mitigation Fee, at a rate of$75.00 per each new average daily trip attributable to the project. The fee is payable prior to the issuance of the building permit. Policy Nexus: Transportation Mitigation Fee Resolution, and adopting ordinance; Environmental Ordinance SEPA). (6) Fire Protection Impacts: The proposal would result in the construction of a new building in the City, which would be served by the Renton Fire Department in the event of an emergency. New construction impacts the City's ability to serve all of its citizens, and increases the need for new equipment, facilities, and fire fighters. A Fire Mitigation Fee applies to all new construction in the City, and is determined at the rate of$0.52 per square feet of building for this type of proposed use. The fee is payable prior to issuance of a building permit. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee, equal to $0.52 per square foot for new construction. The fee is due prior to the issuance of a building permit. Policy Nexus: N/A B. Recommendation Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF X DETERMINATION OF NON-SIGNIFICANCE NON- SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 15 day Comment and Appeal Period. Issue DNS with 15 day Comment and Issue DNS-M with 15 day Comment Appeal Period. Period followed by a 14 day Appeal Period. C. Mitigation Measures 1) a) The applicant shall follow the recommendations of the geotechnical engineering report as prepared for the subject parcel (titled: Geotechnical Engineering Study and Abandoned Mine Assessment North 405 Upper and Lower Sites, Renton, Washington) by Terra Associates, Inc. (dated December 17, 1997). b) If blasting is proposed as a construction method for use at the site, separate environmental review shall be required. Furthermore, additional studies and more extensive public notification will be required. 2. a) In order to mitigate construction hauling impacts to the local and regional roadway network, construction hauling should be limited to off-peak hours of 8:30 a.m. to 3:30 p.m., Monday through Friday. SITERC.DOC City of Renton PB/PWDepartment Administrative Site Plan Approval& ,'•onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page7 of15 b) The applicant shall submit a construction hauling route for approval by the City's Development Services Division and Transportation Services Division, prior to the issuance of any construction permits. c) The applicant shall pay the applicable Transportation Mitigation Fee, at a rate of$75.00 per each new average daily trip attributable to the project. The fee is payable prior to the issuance of the building permit. 3. The applicant shall pay the appropriate Fire Mitigation Fee, equal to $0.52 per square foot for new construction. The fee is due prior to the issuance of a building permit. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Fire Prevention 1. The preliminary fire flow required is 5,000 gallons per minute (gpm). Five fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and four fire hydrants are required within 300-feet of the structure. A looped water main is required to be installed around the building. 2. The fire mitigation fee is applicable at the rate of$0.52 per square foot of building. The fee is estimated to be $21,246.16 (40,858 s.f. x$0.52 = $21,246.16). This fee is payable at the time that the building permit is/issued. 3. An approved fire sprinkler system is required to be installed throughout the structure. 4. An approved fire alarm system is required to be installed throughout the structure. 5. Fire department access is required to within 150-feet of all portions of the exterior of the building. Plan Review--Water 6. The site is served by a 12-inch water main in Monster Road SW, and a 12-inch main in the city-held easement at the northeast corner of the site. 7. New water main, additional fire hydrants and DDCV Assembly (building fire control system)will be required and must meet current Fire Codes/Regulations for fire protection of the proposed on-site building. Any new water mains, fire hydrants and DDCV vault located on private property will be required to be in easements that will be held by the City of Renton. 8. Water System Development Connection Charges of$0.113/square foot of gross site area will be required. Plan Review-Storm Water 9. The drainage system and temporary erosion control for the site shall be designed in accordance with the 1990 King County Surface Water Design Manual as adopted by the City of Renton. Biofiltration will be required (since more than 5,000 square feet of new impervious surface subject to vehicular use is proposed to be constructed on the site. 10. The site will be required to pay surface water System Development Connection Charges of$0.129 per square foot of new impervious surface installed by the project on site. Plan Review-Wastewater 11. The project will required new sewer main and manholes with a new connection to the Metro main SITERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval& _ 'onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page8 of15 (per Metro requirements). New side sewer connection permits will be required with a permit cost of$100 per connection. Sanitary sewer(SDC) fees of$0.078/square foot of gross site area will be required. Plan Review-Transportation 12. The development of the site will trigger the construction of curb, gutter, sidewalk, street paving, driveways and street lights to meet current city standards. The City's Trails Master Plan also indicates that a five-foot wide at-grade bicycle lane is required along Monster Road. 13. A traffic mitigation fee of$75 per each new average daily trip will be required. The fee is estimated to be approximately $14,640.00 (40 x 4.88 = 195.2 trips x$75 = $14,640.00). The fee is due prior to the issuance of building permits. Construction 14. The proposed building would be less than 15 feet from the toe of the steep slope area. Parks 15. Street trees and landscaping and irrigation located outside the property boundary along Monster Road will be the responsibility of the owner to maintain. 16. An at grade, 5-foot wide bicycle land is recommended along Monster Road as identified in the Renton Trails Master Plan. Wetlands 17. The wetland report indicates that the wetland appears to meet the minimum criteria to be considered a jurisdictional wetland by the US Army Corps of Engineers (US ACOE). Any development that may affect the wetland would likely require authorization form the US ACOE. The applicant is advised to obtain separate approvals/permits as applicable. Tree Clearing 18. The harvesting of trees on sites requires a Forest Practices Permit from the State of Washington Department of Natural Resources if more than 5,000 board feet of timber(hardwood or soft wood) is harvested. The applicant is advised to contact Department of Natural Resources if this applies to the subject property. General 19. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 20. The applicant is required to provide a total of 2% of the site area as habitat landscaping per the City's agreement with the US Soil Conservation Service. Retention of the wetland area counts toward this requirement. PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. SITERC.DOC • City of Renton PB/PWDepartment Administrative Site Plan Approval&, •onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page9 of15 A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade &Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing: Site Vicinity Map (Received October 30, 1997). Exhibit No. 3 Drawing No. A-1 &A-2, Site Plans (Received October 30, 1997). Exhibit No. 4: Drawing No. A-2, Building Floor Plan (Received October 30, 1997). Exhibit No. 5: Drawing No. A-3, Building Elevations (Received October 30, 1997). Exhibit No. 6: Drawing No. L-1, Landscape Plan (Received October 30, 1997). Exhibit No. 7: Drawing No., C-1, Grading Plan (Received October 30, 1997). Exhibit No. 8: Drawing No. C-2, Tree Cutting/Land Clearing Plan, (Received October 30, 1997). C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. SITE PLAN CRITERIA 1. GENERAL CRITERIA: a. Conformance with the comprehensive plan, its elements and policies; The project site is designated Employment Area -Valley by the City's Comprehensive Plan. The EAV designation is intended to provide for a mix of commercial, office and industrial uses. New development should be located and designed to achieve compatibility with adjacent use. The proposed office/warehouse/manufacturing uses fall within the range of uses indicated for the designation. The proposal is consistent with policies of the Comprehensive Plan including: LU-212.1 Develop the Renton Valley and the Black River Valley areas as a place for a range and variety of commercial, office, and industrial uses. LU-212.2 Compatible and related land uses should be encouraged to locate in proximity to one another. LU-212.8 Recognize viable existing and new industrial uses in the Valley, while promoting the gradual transition of uses on sites with good access and visibility to more intensive commercial and office use. SITERC.DOC CityRenton PB/PW Department - Administrative Site Plan Approval& ronmental Review Committee Staff o.f P PP - Report.1.� LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page10of15 b. Conformance with existing land use regulations; The project site is zoned Medium Industrial (IM). The IM Zone provides areas for medium-intensity industrial activities involving manufacturing, processing, assembly and warehousing. The project would be permitted in the IM Zone. Minimum setbacks from the street are required to be 20 feet. No side or rear yard setbacks apply. The proposal meets the minimum required setbacks. The IM Zone requires landscaping with native, drought-resistant vegetative cover in areas not covered by buildings, structures, required parking access, circulation or service areas. Adequate irrigation is also required. The applicant has provided a landscape plan, however the plan proposes minimal ornamental trees, shrubs and groundcover. Staff will recommend as a condition of approval, that the applicant be required to amend their landscape plan to provide additional ornamental landscaping throughout the site. c. Mitigation of impacts to surrounding properties and uses; The project site is located in an area with other industrial uses and vacant land. The Metro wastewater treatment facility is the closest development to the subject parcel. Development of the subject site with an industrial warehouse structure would not be considered to impact surrounding properties and uses. While no end user has been identified, the type of occupant that would typically use a warehouse would not generate impacts affecting less intensive off-site land uses. d. Mitigation of impacts of the proposed site plan to the site; • The applicant is proposing one access point for vehicular traffic to the site. Parking would be distributed on the north and south sides of the building, with adequate room for the proposed dock-high and grade-level truck doors. The existing wetland would not be impacted by the development of the site. No further disturbance would occur as a result of site development activity. e. Safety and efficiency of vehicle and pedestrian circulation; Access would be from. Monster Road SW. Trucks and cars entering the site would have ample area to maneuver and park. Dock-high and grade level truck doors would be located on the north and south facades, with the Code-required 100-foot and 45-foot clear maneuvering areas. Two raised walkways are shown adjacent to the entry areas on the north and south facades. An additional walkway is shown on the east building facade to provide pedestrian access only on the east side of the structure. No other pedestrian amenities have been provided as part of the application. Staff will recommend that a designated pedestrian walkway (raised, painted, or otherwise indicated) be provided from Monster Road SW to the east facade building entrance. f. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal for the development of a warehouse is not expected to generate noise, odors or other harmful or unhealthy conditions that would impact adjacent properties. g. Availability of public services and facilities to accommodate the proposed use;and The proposal would be adequately served by public facilities and services, provided that the recommended utility connections are made. 2. MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USES: a. Mitigation of undesirable impacts when an overscale structure, in terns of size, bulk, height, and intensity, or site layout is permitted that violates the spirit and/or intent of the zoning code and impairs the use, enjoyment or potential use of surrounding properties; The proposed warehouse structure would be one large building, which is consistent with the type of use proposed and permitted in the IM Zone. b. Provision of a desirable transition and linkage between uses and to the street, utility, walkway, and trail systems in the surrounding area by the arrangement of landscaping, fencing and/or other buffering techniques, In order to prevent conflicts and to promote coordinated and planned benefit from, and access to,such elements; SITERC.DOC City of RentonPB/PWDepartment Administrative Site Plan Approval& ronmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,ECF REPORT AND DECISION OF JANUARY 27,1998 Pagel1 of15 The City's Parks and Trails Master Plan identifies a 5-foot wide at-grade bicycle trail for Monster Road SW. The trail presently ends off-site and is located on the east side of Monster Road. This is required as part of the Code-required street improvements. Presently there is no provision for pedestrian access from Monster Road SW. Staff will recommend that the applicant provide an appropriate walkway or transition from Monster Road SW and the building entrance. c. Consideration of placement and scale of proposed structures in relation to the natural characteristics of a site in order to avoid over-concentration of structures on a particular portion of a site such that they create a perception of greater height or bulk than intended under the spirit of the zoning code; The project site limits the type of development that can occur due to the presence of wetlands and steep slopes. The 40,000 s.f. building is appropriate given the type of warehouse uses envisioned on the site and by the IM Zone. d. Effective location, design and screening of parking and service areas in order to promote efficient function of such facilities, to provide integrated facilities between uses when beneficial, to promote "campus-like" or "park-like" layouts in appropriate zones, and to prevent unnecessary repetition and conflict between uses and service areas or facilities; The topography of the site and location of the wetland area dictate the location of parking areas on the site. Parking is generally concentrated on the north and south portions of the site. Sufficient maneuvering areas have been provided for trucks using the dock-high and grade-level truck doors. e. Provision of effective screening from public streets and residential uses for all permitted outdoor storage areas(except auto and truck sales), for surface mounted utility equipment, for rooftop equipment, and for all refuse and garbage containers, in order to promote a "campus- like"or"park-like"setting where appropriate and to preserve the effect and intent of screening or buffering otherwise required by the zoning code; Additional landscaping will be recommended as a condition of approval. Proposed street trees shown in the right-of-way would be the responsibility of the owner to install and maintain. g. Consideration of placement and design of exterior lighting in order to avoid excessive brightness or glare to adjacent properties and streets. A lighting plan has not been provided, but will be recommended as a condition of approval. 3. MITIGATION OF IMPACTS OF A PROPOSED SITE PLAN TO THE SITE: a. Building placement and spacing to provide for privacy and noise reduction; orientation to views and vistas and to site amenities, to sunlight and prevailing winds, and to pedestrian and vehicle needs; b. Consideration of placement and scale of proposed structures in relation to the openness and natural characteristics of a site in order to avoid over concentration or the impression of oversized structures; c. Preservation of the desirable natural landscape through retention of existing vegetation and limited soil removal, insofar as the natural characteristics will enhance the proposed development; d. Use of existing topography to reduce undue cutting, filling and retaining walls in order to prevent erosion and unnecessary storm water runoff, and to preserve stable natural slopes and desirable natural vegetation; e. Limitation of paved or impervious surfaces, where feasible, to reduce runoff and increase natural infiltration; f. Design and protection of planting areas so that they are not susceptible to damage from vehicles or pedestrian movements; SITERC.DOC City of Renton PB/PWDepartment Administrative Site Plan Approval& - ,onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page12 of 15 g. Consideration of building form and placement and landscaping to enhance year-round conditions of sun and shade both on-site and on adjacent properties and to promote energy conservation. The proposal would place the building and parking/circulation areas in the only portion of the site not constrained by steep slopes or wetland areas. The existing wetland would be retained and a 25-foot buffer provided. No disturbance of the wetland would occur. The existing slope would graded such that it would be more steep, resulting in a 1:1 slope. Provided that recommendations of the geotechnical report are followed, it appears that the site could develop as proposed. Landscaping is proposed in planting beds away from traffic. Additional landscaping is being recommended. 4. CIRCULATION AND ACCESS: a. Provision of adequate and safe vehicular access to and from all properties; b. Orientation of access points to side streets or frontage streets rather than directly onto arterial streets, when feasible; c. Promotion of the safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking, turnarounds, walkways, bikeways, and emergency access ways; d. Separation of loading and delivery areas from parking and pedestrian areas; e. Provision for safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. The project would be accessed from Monster Road SW via one driveway. Vehicular circulation would be limited to the south, west and north portions of the site, due to extreme topography. Staff is recommending a pedestrian connection from Monster Road SW to the building. Adequate maneuvering area and separation is provided for parking and truck loading areas. 5. SIGNAGE: a. Employment of signs primarily for the purpose of identification; b. Management of sign elements, such as size, location and arrangement so that signs complement the visual character of the surrounding area and appear in proportion to the building and site to which they pertain; c. Limitation of the number of signs to avoid visual clutter and distraction; d. Moderation of surface brightness or lighting intensity except for that necessary for sign visibility;and e. Provision of an identification system to allow for quick location of buildings and addresses. (Ord. 3981, 4-7-86) The applicant would need to meet the requirements of the Sign Code. 6. HAZARDOUS WASTE TREATMENT AND STORAGE FACILITIES: a. Above-ground hazardous waste treatment and storage facilities shall be constructed with containment controls which will prevent the escape of hazardous wastes in the event of an accidental release from the facility. Such controls shall conform with all adopted Federal, State and local design and construction standards. b. Underground hazardous waste treatment and storage facilities shall comply with Chapter 2 of Title WI, the Underground Storage Tank Ordinance. c. Hazardous waste treatment and storage facilities shall comply with article 80 of the Uniform Fire Code as adopted by ordinance by the City of Renton. d. A hazardous waste spill contingency plan for immediate implementation in the event of a release of hazardous wastes at. SITERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval& ronmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Pagel3 of15 It is not known whether any hazardous materials would be kept on site. The applicant/owner would need to meet all applicable local, state and federal laws pertaining to such use if it occurs. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental Review and Site Plan Approval for the development of a warehouse in the 1200 block of Monster Road SW. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 8. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area-Valley-- EAV. 5) Zoning: The Conditional Use as presented, complies with the zoning requirements and development standards of the Medium Industrial (IM) zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: industrial and vacant, East: vacant and Metro Wastewater Treatment Plant; South: City of Tukwila and West: Burlington Northern railroad and Fort Dent Park. E. Conclusions 1) The subject proposal generally complies with the policies and codes of the City of Renton. 2) The proposal complies with the Comprehensive Plan designation of Employment Area Valley (EAV); and the Zoning designation of Medium Industrial (IM). F. Decision The Site Plan for Lower Monster Road Warehouse, File No. LUA-97-163, SA-A, ECF, is approved subject to the following conditions. CONDITIONS: 1. The applicant shall amend the site Landscape Plan to provide additional ornamental plant materials (trees, shrubs, and groundcover) on the project site. The Landscape Plan shall be reviewed and approved by the Development Services Division staff project manager prior to the issuance of a building permit. 2. The applicant shall revise the site plan to demonstrate the location of garbage and recyclable deposit areas and collection points. These areas shall be easily and safely accessible to hauling trucks. 3. The applicant shall provide an appropriate pedestrian connection between Monster Road SW and the proposed building. This shall be shown on a revised site plan. The walkway may be raised, painted, or delineated with alternate paving material. The walkway is subject to the approval of the SITERC.DOC co,of Renton PB/PWDepartment Administrative Site Plan Approval&] onmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA A,ECF REPORT AND DECISION OF JANUARY 27,1998 Page14 of 15 Development Services Division project manager. Approval must be granted prior to the issuance of a building permit. 4. The applicant shall submit a site lighting plan subject to the approval of the Development Services Division project manager. The lighting plan must be approved prior to the issuance of a building permit. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: January 30, 1998 SIGNATURE: James C.Hanson,Zoning Administrator date TRANSMITTED this 30th day of January, 1998 to the applicant and owner: B&G Associates 2825 Eastlake Avenue East, Suite 115 Seattle, WA 98102 Roger Pecsok Opus Northwest, LLC 200 112th Avenue NE, Suite 205 Bellevue, WA 98004 TRANSMITTED this 30th day of January, 1998 to the parties of record: None TRANSMITTED this 30th day of January, 1998 to the following: Larry Meckling,Building Official Art Larson,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal ADMINISTRATIVE LAND USE AND ENVIRONMENTAL (COMBINED COMMENT AND APPEAL PERIOD) Environmental Determination Comment Process Comments regarding the environmental determination must be filed in writing on or before 5:00 PM, February 17, 1998. Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments. After review of the comments, if the Environmental Review Committee finds there is not sufficient evidence to amend its original determination, then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor, City of Renton Development Services Division, 200 Mill Avenue South, Renton, WA 98055. SITERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&, ronmental Review Committee Staff Report LOWER MONSTER ROAD WAREHOWE LUA-97-163,SA A,ECF REPORT AND DECISION OFJANUARY 27,1998 Page15 of15 Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680]and/or the land use decision must be filed in writing on or before 5:00 PM February 17, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. • SITERC.DOC • • . • • • • :........ • CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAIUNG • On the ailb day of, ZILVILLWAi , 1991, I deposited in the mails of the United States, a'sealed envelope containing eltC. deatIMAWOICI4S documents. This information was sent to: Name Representing Department of Ecology • Don Hurter WSDOT • KC Wastewater Treatment Division • Larry Fisher Washington Department of Fisheries • David F. Dietzman • Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish'Indian Tribe Rod Malcom Muckleshoot Indian Tribe • Joe Jainga Puget Sound Energy • •• • (Signature of Sender) TilUatiSta-- Too..ener" STATE OF WASHINGTON • ) SS COUNTY OF KING, ) • I I certify that I know or have satisfactory evidence that Atigel Set_ signed this instrument and acknowledged it to be his/her/their free and voluntary act for 'the uses and purposes mentioned in the instrument. • Dated: Cpiiyi cD1) 151( Notary Pulric in and, or the State so v ashington Notary (Print) MARI, YN KAMCHEFF • •• - , My appointment expirDs: uoMMISSION Dosss 6/29/99 • Project Name - :tower movvitev. Road taufettbuse. 1—:7--trojebt'Nam—ber:' Loot- 91 "vwi "1" • NOTARY.DOC qffiCIT'l JF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor - • Gregg Zimmerman P.E.,Administrator January 29, 1998 Mr. Roger Pecsok Opus Northwest LLC 200- 112th Avenue NE, Suite 205 Bellevue, WA 98004 SUBJECT: Lower Monster Road Warehouse Project No. LUA-97-163,SA-A,ECF,V Dear Mr. Pecsok: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on January 27, 1998, issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Comments regarding the environmental determination must be filed in writing on or before 5:00 PM February 17, 1998. Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments. After review of the comments, if the Environmental Review Committee finds there is'not sufficient evidence to.amend its original determination, then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe.=;Written comments must be filed with: Jana Huerter, Land Use Review Supervisor, City of Renton Development Services Division, 200 Mill Avenue South, Renton,WA 98055. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM February 17, 1998. -If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton, WA.98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. The date of Wednesday, February 25, 1998, at 7:30 PM, has been set for a public hearing to review the variance requested for the subject project. The hearing, before the City.of Renton's Board of Adjustment will be held in the Council Chambers on the second floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant is required to be present at the public hearing. Interested parties are invited to attend. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you.choose to do so. 'If you have any questions or desire clarification of the above, please call me at (425) 277-6186. • For the Environmental Review Committee, • Jennifer Toth Henning Project Manager • cc: B&G Renton Associates/Property Owners. . Enclosure • DNSMLIR.nnC 200 Mill Avenue South -Renton,Washington 98055 ' - CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES & CONDITIONS APPLICATION NO(S): LUA-97-163,SA-A,ECF,V APPLICANT: Roger Pecsok Opus Northwest, LLC PROJECT NAME: Lower Monster Road Warehouse DESCRIPTION OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of.the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a'Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. LOCATION OF PROPOSAL: 1200 block of Monster Road SW • MITIGATION MEASURES: Ff 1) a) The applicant shall follow the recommendations`of the geotechnical engineering report as prepared for•the subject parcel;(titled: :Geotechnical Engineering.Study and Abandoned Mine Assessment North',405,Upper and Lower Sites, Renton, Washington) by Terra Associates, Inc.,(dated December 17, 1997).• b) If blasting is proposed as a construction method for use at the site, separate environmental review shall be required: Furthermore, additional studies and more • extensive public notification will be'required. ,.... lit 2. a) In order to mitigate construction hauling impacts to the local and regional roadway ; 1 network, construction hauling should be limited to off-peak hours of 8:30 a.m. to 3:30 j p.m., Monday through Friday. - b) The applicant shall submit a construction hauling route for approval by the City's ' Development Services Division and Transportation Services Division, prior to the issuance of any construction permits. ;, c) The applicant shall pay the applicable Transportation Mitigation Fee, at a rate of • $75.00 per each new average daily trip attributable to the project. The fee is payable prior to the issuance of.the building permit. 3. . The applicant shall pay the appropriate Fire Mitigation Fee, equal to $0.52 per square . • foot for new construction. The fee is due prior to the issuance of a building permit. • • Lower Monster Road Warehouse LUA-97-163,SA-A,ECF,V - Mitigation Measures and Conditions (Continued) Page 2 of 2 The Site Plan for Lower Monster Road Warehouse, File No. LUA-97-163, SA-A, ECF, is approved subject to the following conditions. CONDITIONS: 1. The applicant shall amend the site Landscape Plan to provide additional ornamental plant materials (trees, shrubs, and groundcover) on the project site. The Landscape Plan shall be reviewed and approved by the Development Services Division staff project manager prior to the issuance of a building permit 2. The applicant shall revise the site plan to demonstrate the location of garbage and recyclable deposit areas and collection.points. These areas shall be easily and safely accessible to hauling trucks. 3. The applicant shall provide-an appropriate pedestrian'connection between Monster Road SW and the proposed building. This shall be shown on a revised site plan. The walkway may be raised, painted, or delineated with alternate paving material. The walkway is _ - subject to the approval of the Development Services Division project manager. Approval must be granted prior to the issuance of a building permit. 4. The applicant shall submit a site lighting plan subject to the approval of the Development Services Division project manager::°The lighting plan must be approved prior to the issuance of a building permit. ly CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-97-163,SA-A,ECF,V APPLICANT: Roger Pecsok Opus Northwest, LLC PROJECT NAME: Lower Monster Road Warehouse DESCRIPTION OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess,of.40%.. . LOCATION OF PROPOSAL 1200 block of Monster Road SW Advisory Notes to Applicant: • The following notes are"supplemental information provided in conjunction with the environmental determination. .Because these notes are provided as information only, they are not subject to the appeal process for.environmental determinations. Fire Prevention 1. The preliminary fire,flow required is 5,000 gallons per minute (goal). Five fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure'and four fire hydrants are required within 300-feet of the structure: A looped water main is required to be installed around the building. 2. The fire mitigation fee is applicable at the rate of$0.52 per square foot of building. The fee is estimated to be $21,246.16 (40,858 s.f.x$0.52= $21,246.16). This fee is payable at the time that the building permit is issued. 3. An approved fire sprinkler system is required to be installed throughout the structure. 4. An approved fire alarm system is required to be installed throughout the structure. . 5. Fire department access is required to within 150-feet of all portions of the exterior of the building. Plan Review—Water 6. The site is served by a 12-inch water main in Monster Road SW, and a 12-inch main in the city-held easement at the northeast corner of the site. 7. New water main, additional fire hydrants and DDCV Assembly (building fire control system)will be required and must meet current Fire Codes/Regulations for fire protection of the proposed on-site building. Any new water mains, fire hydrants and DDCV vault located on private property will be required to be in easements that will be held by the City of Renton. 8. Water System Development Connection Charges of$0.113/square foot of gross site area will be required. . Lower Monster Road Warehouse LUA-97-163,SA-A,E C F,V Advisory Notes (Continued) Page 2 Plan Review-Storm Water 9. The drainage system and temporary erosion control for the site shall be designed in accordance with the 1990 King County Surface Water Design Manual as adopted by the City of Renton. Biofiltration will be required (since,more than 5,000 square feet of new impervious surface subject to vehicular use is proposed to be constructed on the site. 10. The site will be required to pay surface water System Development Connection Charges of$0.129 per square foot of new impervious surface installed by the project on site. Plan Review-Wastewater 11. The project will required new sewer main and manholes with a new connection to the Metro main (per Metro requirements). New side sewer connection permits will be required with a permit cost of$100 per connection. Sanitary sewer(SDC)fees of$0.1078/square foot of gross site area will be required. Plan Review-Transportation 12. The development of the site will trigger the construction of curb, gutter, sidewalk, street paving, driveways and street lights to meet current city standards. The City's Trails Master Plan also indicates that a five-foot wide at-grade bicycle lane is required along Monster Road. 13. A traffic mitigation fee of$75 per each new average daily trip will be required. The fee is estimated to be approximately$14,640.00 (40 x 4.88 =195.2 trips x$75= $14,640.00). The fee is due prior to the issuance of building permits. Construction • 14. The proposed building would be less than 15 feet from the toe of the steep slope area. Parks 15. Street trees and landscaping and imgation located outside the property boundary along Monster Road will be the responsibility of the owner to maintain. • 16. An at grade, 5-foot wide bicycle land is recommended along Monster Road as identified in the Renton Trails Master Plan. Wetlands 17. The wetland report indicates that the wetland appears to meet the minimum criteria to be considered a jurisdictional wetland by the US Army Corps of Engineers (US ACOE). Any development that may affect the wetland would likely require authorization form.the US ACOE. The applicant is advised to obtain separate approvals/permits as applicable: Tree Clearing . 18. The harvesting of trees on sites requires a Forest Practices Permit from the State of Washington Department of Natural Resources if more than 5,000 board feet of timber(hardwood or soft wood) is harvested. The applicant is advised to contact Department of Natural Resources if this applies to the subject property. General . 19. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. . 20. The applicant is required to provide a total of 2% of the site area as habitat landscaping per the City's agreement with the US Soil Conservation Service. Retention of the wetland area counts toward this requirement. • CITY JF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 28, 1998 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject:Environmental Determinations Transmitted herewith is a copy of the Environmental Determination and Environmental Checklist for the following project reviewed by the Environmental Review Committee(ERC)on January 27,1998: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED • LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,ECF,V Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Valiance from the Land Clearing and Tree Cutting Ordinance(Section 4-9)in order to clear an area where the slope is in excess of 40%. Location: 1200 block of Monster Road SW. Comments regarding the environmental determination must be filed in writing on or before 5:00 PM February 17,1998. Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is based on erroneous procedure, errors of law or fact,error in judgment,or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments.After review of the comments,if the Environmental Review Committee finds there is not sufficient evidence to amend its original determination,then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor,City of Renton Development Services Division,200 Mill Avenue South, Renton,WA 98055. Appeals of either the environmental determination[RCW 43.21.0075(3),WAC 197-11-680]and/or the land use decision must be filed in writing on or before 5:00 PM February 17,1998. If no appeals are filed by this date,both actions will become final. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4- 8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235- 2501. - If you have questions,please call me at(425).277-6186. For the EnvironmentalReview Committee, Jenn ' er To enning kjellit/1411) roject Manager cc: King County Water Pollution Control Division, Metro Larry Fisher,Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter,Department of Transportation Shirley Lukhang,Seattle Public Utilities Duwamish Tribal Office •. Rod Malcom, Fisheries, Muckleshoot Indian Tribe(Ordinance) Joe Jainga, Puget Sound Energy AGNCYLTR.DOC1 200 Mill Avenue South - Renton, Washington 98055 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-97-163,SA-A,ECF,V APPLICANT: Roger Pecsok Opus Northwest, LLC PROJECT NAME: Lower Monster Road Warehouse DESCRIPTION OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. • LOCATION OF PROPOSAL: 1200 block of Monster Road SW LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Comments regarding the environmental determination must be filed in writing on or before 5:00 PM, February 17, 1998. Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments. After review of the comments, if the Environmental Review Committee finds there is not sufficient evidence to amend its original determination, then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor, City of Renton Development Services Division, 200 Mill Avenue South, Renton, WA 98055. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM February 17, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501 PUBLICATION DATE: February 02, 1998 DATE OF DECISION: January 27, 1998 SIGNATURES: A4 1/206 Gregg in --rman dministrator DATE Departmen of Planning/Building/Public Works f 2_77-g� • Sam Chastain,Administrator DATE Community Servi Departmen Lee W er, Fire hit 14 DATE Renton Fire Department DNSMSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-97-163,SA-A,ECF,V APPLICANT: Roger Pecsok Opus Northwest, LLC PROJECT NAME: Lower Monster Road Warehouse DESCRIPTION OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. LOCATION OF PROPOSAL: 1200 block of Monster Road SW MITIGATION MEASURES: 1) a) The applicant shall follow the recommendations of the geotechnical engineering report as prepared for the subject parcel (titled: Geotechnical Engineering Study and Abandoned Mine Assessment North 405 Upper and Lower Sites, Renton, Washington) by Terra Associates, Inc. (dated December 17, 1997). b) If blasting is proposed as a construction method for use at the site, separate environmental review shall be required. Furthermore, additional studies and more extensive public notification will be required. 2. a) In order to mitigate construction hauling impacts to the local and regional roadway network, construction hauling should be limited to off-peak hours of 8:30 a.m. to 3:30 p.m., Monday through Friday. b) The applicant shall submit a construction hauling route for approval by the City's Development Services Division and Transportation Services Division, prior to the issuance of any construction permits. c) The applicant shall pay the applicable Transportation Mitigation Fee, at a rate of $75.00 per each new average daily trip attributable to the project. The fee is payable prior to the issuance of the building permit. 3. The applicant shall pay the appropriate Fire Mitigation Fee, equal to $0.52 per square foot for new construction. The fee is due prior to the issuance of a building permit. • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-97-163,SA-A,ECF,V APPLICANT: Roger Pecsok Opus Northwest, LLC PROJECT NAME: Lower Monster Road Warehouse DESCRIPTION OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and parking for 53 vehicles - would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. LOCATION OF PROPOSAL: 1200 block of Monster Road SW Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Fire Prevention 1. The preliminary fire flow required is 5,000 gallons per minute (gpm). Five fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and four fire hydrants are required within 300-feet of the structure. A looped water main is required to be installed around the building. 2. The fire mitigation fee is applicable at the rate of$0.52 per square foot of building. The fee is estimated to be $21,246.16 (40,858 s.f.x$0.52= $21,246.16). This fee is payable at the time that the building permit is issued. 3. An approved fire sprinkler system is required to be installed throughout the structure. 4. An approved fire alarm system is required to be installed throughout the structure. 5. Fire department access is required to within 150-feet of all portions of the exterior of the building. Plan Review—Water 6. The site is served by a 12-inch water main in Monster Road SW, and a 12-inch main in the city-held easement at the northeast corner of the site. 7. New water main, additional fire hydrants and DDCV Assembly (building fire control system)will be required and must meet current Fire Codes/Regulations for fire protection of the proposed on-site building. Any new water mains, fire hydrants and DDCV vault located on private property will be required to be in easements that will be held by the City of Renton. 8. Water System Development Connection Charges of$0.113/square foot of gross site area will be required. Lower Monster Road Warenouse LUA-97-163,SA-A,ECF,V Advisory Notes(Continued) Page 2 Plan Review-Storm Water 9. The drainage system and temporary erosion control for the site shall be designed in accordance with the 1990 King County Surface Water Design Manual as adopted by the City of Renton. Biofiltration will be required (since more than 5,000 square feet of new impervious surface subject to vehicular use is proposed to be constructed on the site. 10. The site will be required to pay surface water System Development Connection Charges of$0.129 per square foot of new impervious surface installed by the project on site. Plan Review-Wastewater 11. The project will required new sewer main and manholes with a new connection to the Metro main (per Metro requirements). New side sewer connection permits will be required with a permit cost of$100 per connection. Sanitary sewer(SDC)fees of$0.1078/square foot of gross site area will be required. Plan Review-Transportation 12. The development of the site will trigger the construction of curb, gutter, sidewalk, street paving, driveways and street lights to meet current city standards. The City's Trails Master Plan also indicates that a five-foot wide at-grade bicycle lane is required along Monster Road. 13. A traffic mitigation fee of$75 per each new average daily trip will be required. The fee is estimated to be approximately$14,640.00 (40 x 4.88 = 195.2 trips x$75= $14,640.00). The fee is due prior to the issuance of building permits. Construction 14. The proposed building would be less than 15 feet from the toe of the steep slope area. Parks 15. Street trees and landscaping and irrigation located outside the property boundary along Monster Road will be the responsibility of the owner to maintain. 16. An at grade, 5-foot wide bicycle land is recommended along Monster Road as identified in the Renton Trails Master Plan. Wetlands 17. The wetland report indicates that the wetland appears to meet the minimum criteria to be considered a jurisdictional wetland by the US Army Corps of Engineers (US ACOE). Any development that may affect the wetland would likely require authorization form the US ACOE. The applicant is advised to obtain separate approvals/permits as applicable. Tree Clearing 18. The harvesting of trees on sites requires a Forest Practices Permit from the State of Washington Department of Natural Resources if more than 5,000 board feet of timber(hardwood or soft wood) is harvested. The applicant is advised to contact Department of Natural Resources if this applies to the subject property. General 19. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 20. The applicant is required to provide a total of 2% of the site area as habitat landscaping per the City's agreement with the US Soil Conservation Service. Retention of the wetland area counts toward this requirement. LQQ r��` -`� persons to said petitions are invited to be G gals present at the Public Hearing to express their opinions. Published in_tfa'e_South County Journal • NOTICE OF ENVIRONMENTAL February 2,1998.4181' DETERMINATION&PUBLIC HEARING ENVIRONMENTAL REVIEW COMMITTEE • RENTON,WASHINGTON The Environmental Review Committee (ERC)has issued a Determination of Non- _ Significance - Mitigated for the following project under the authority of the Renton If Municipal Code. LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,EC F,V Development of a warehouse and office on an 8.5 acre site:A Class III wetland is present on the north portion of the site.A variance from the Land Clearing and Tree Cutting Ord.is required in order to clear an area where the slope is in excess of 40%. Location:1200 block of Monster Road SW. The 15 day comment and appeal period for this project will run concurrently. The comment/appeal periods for this project will end at 5:00.PM on February 17, 1998. Written comments shall be forwarded to the Development Services Division Land t Use Review'Supervisor. Information on the project fife and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone! 235- 2550.Appeal procedures are available in the City Clerk's office,First Floor,Municipal Building. , { A Public Hearing will be held by the Renton Board of Adjustment at its regular • meeting in the Council Chambers, on the I second floor of City Hall, Renton, Washington,on February 25, 1998 at 7:30 PM to consider the variance.All interested • • 101 AFFIDAVIT OF PUBLICATION Kristina Thompson, being first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 a daily newspaper published seven (7) times a week. Said newspaper is a legal newspaper of general publication and is now and has been for more than six months prior to the date of publication, referred to, printed and published in the English language continually as a daily newspaper in Kent, King County, Washington. The South County Journal has been approved as a legal newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form attached, was published in the South County Journal (and not in supplemental form)which was regularly distributed to the subscribers during the below stated period. The annexed notice, a Notice of Env. Determination - Lower.Monster Road as published on: 2/2/98 The full amount of the fee charged for said foregoing publication is the sum of $60.10 Legal Number 4181 Legal Clerk, outh Cou ty Journal Subscribed and sworn before me on this � ( ay of , 19 q V ` ,1��frrrrrri1sf�,,', :• •'�, Notary Public of the State of Washington � residing in Renton ��_ = King County, Washington • NOTICE OF ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. LOWER MONSTER ROAD WAREHOUSE LUA-97-163,SA-A,ECF,V Development of a warehouse and office on an 8.5 acre site. A Class III wetland is present on the north portion of the site. A variance from the Land Clearing and Tree Cutting Ord. is required in order to clear an area where the slope is in excess of 40%. Location: 1200 block of Monster Road SW. The 15 day comment and appeal period for this project will run concurrently. The comment/appeal periods for this project will end at 5:00 PM on February 17, 1998. Written comments shall be forwarded to the Development Services Division Land Use Review Supervisor. Information on the project file and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. Appeal procedures are available in the City Clerk's office, First Floor, Municipal Building. A Public Hearing will be held by the Renton Board of Adjustment at its regular meeting in the Council Chambers, on the second floor of City Hall, Renton, Washington, on February 25, 1998 at 7:30 PM to consider the variance. All interested persons to said petitions are invited to be present at the Public Hearing to express their opinions. Publication Date: February 2, 1998 Account No. 51067 dnsmpub.dot • • ENVIRONMENTAL DETERMINATION&PUBLIC HEARING POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: LOWER MONSTER ROAD WAREHOUSE PROJECT NUMBER: LUA-97-163,SA-A,ECF,V Roger Pecsok of Opus Northwest has applied for site plan review end environmental review in order to develop a warehouse/office project. The 8.5 acre site Is undeveloped. The project would Include a 28 foot high till-up structure of approximately 40,000 square feet.Nine(9)dock-high truck doors and parking for 53 vehIcles would also be developed. A 2.07 acre Class III wetland Is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site.The project also requires a Variance from the Land Clearing and Tree Cutting Ordinance(Section 4-9)In order to clear an area where the slope Is In excess of 40%. Location:1200 block of Monster Road SW. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT, COMMENTS REGARDING THE ENVIRONMENTAL DETERMINATION MUST BE FILED IN WRITING ON OR BEFORE 5:00 PM FEBRUARY 17,1998.ANY AGGRIEVED PERSON FEELING THAT THE ENVIRONMENTAL DETERMINATION OF THE ENVIRONMENTAL REVIEW COMMITTEE IS BASED ON ERRONEOUS PROCEDURE,ERRORS OF LAW OR FACT, ERROR IN JUDGMENT,OR THE DISCOVERY OF NEW EVIDENCE THAT COULD NOT BE REASONABLY AVAILABLE AT THE TIME OF THE DETERMINATION MAY SUBMIT WRITTEN COMMENTS.AFTER REVIEW OF THE COMMENTS,IF THE ENVIRONMENTAL REVIEW COMMITTEE FINDS THERE IS NOT SUFFICIENT EVIDENCE TO AMEND ITS ORIGINAL DETERMINATION,THEN THERE WILL BE NO FURTHER EXTENSION OF THE APPEAL PERIOD. ANY PERSON WISHING TO TAKE FURTHER ACTION WOULD NEED TO FILE A FORMAL APPEAL WITHIN THE ORIGINAL 15-DAY TIMEFRAME.WRITTEN COMMENTS MUST BE FILED WITH:JANA HUERTER,LAND USE REVIEW SUPERVISOR,CITY OF RENTON DEVELOPMENT SERVICES DMSION,200 MILL AVENUE SOUTH,RENTON,WA 98055. APPEALS OF EITHER THE ENVIRONMENTAL DETERMINATION IRCW 43.21.0075(3),WAC 197-11-6801 AND/OR THE LAND USE DECISION MUST BE FILED IN WRITING ON OR BEFORE 5:00 PM FEBRUARY 17,1998. IF NO APPEALS ARE FILED BY THIS DATE,BOTH ACTIONS WILL BECOME FINAL APPEALS MUST BE FILED IN WRITING TOGETHER WITH THE REQUIRED 575.00 APPLICATION FEE WITH: HEARING EXAMINER.CITY OF RENTON,200 MILL AVENUE SOUTH,RENTON,WA 98055.APPEALS TO THE EXAMINER ARE GOVERNED BY CITY OF RENTON MUNICIPAL CODE SECTION 4-8-11B.ADDITIONAL INFORMATION REGARDING THE APPEAL PROCESS MAY BE OBTAINED FROM THE RENTON CITY CLERK'S OFFICE.(425)-235-2501. THE DATE OF WEDNESDAY,FEBRUARY 25.1998,AT 7:30 PM,HAS BEEN SET FOR A PUBLIC HEARING TO REVIEW THE VARIANCE REQUESTED FOR THE SUBJECT PROJECT. THE HEARING,BEFORE THE CITY OF RENTON'S BOARD OF ADJUSTMENT WILL BE HELD IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL,RENTON,WASHINGTON. THE APPLICANT OR REPRESENTATIVE(S)OF THE APPLICANT IS REQUIRED TO BE PRESENT AT THE PUBLIC HEARING.INTERESTED PARTIES ARE INVITED TO ATTEND. •FYI ( �� f Pll :.., { •gnu_ '\ l'} . t:. �(tl I e7�•'., ill' ':p:l co FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification.- CERTIFICATION• I, SanAti 1'Y11 V 1114'h , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on J(ti(nvt cur)2-1, I ooS • Signed: IMAvvwvi+T ATTEST: Subcribed and sworn before me, a Nortary Public, in and or the State of ' 'Washington residing ini 4/-2 -,— , on the Iq,e7c, day of t/�j . /qqr d' • _, •„. "--4.14-4F LCf MARILYN KAMCHEF COMMISSION EXPIRES 6/29/99 • ENVIRONMENTAL DETERMINATION & PUBLIC HEARING POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: LOWER MONSTER ROAD WAREHOUSE PROJECT NUMBER: LUA-97-163,SA-A,ECF,V Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land Clearing • and Tree Cutting Ordinance (Section 4-9) in order to clear an area where the slope is in excess of 40%. Location:1200 block of Monster Road SW. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC). HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. . . ' COMMENTS REGARDING THE ENVIRONMENTAL DETERMINATION MUST BE FILED IN WRITING ON OR BEFORE 5:00 PM FEBRUARY 17,1998. ANY AGGRIEVED PERSON FEELING THAT THE ENVIRONMENTAL DETERMINATION OF THE ENVIRONMENTAL REVIEW COMMITTEE IS BASED ON ERRONEOUS PROCEDURE, ERRORS OF LAW OR FACT, ERROR IN JUDGMENT,OR THE DISCOVERY OF NEW EVIDENCE THAT COULD NOT BE REASONABLY AVAILABLE AT THE TIME OF THE DETERMINATION MAY SUBMIT WRITTEN COMMENTS.AFTER REVIEW OF THE COMMENTS,IF THE ENVIRONMENTAL REVIEW COMMITTEE FINDS THERE IS NOT SUFFICIENT EVIDENCE TO AMEND ITS ORIGINAL DETERMINATION, THEN THERE WILL BE NO FURTHER EXTENSION OF THE APPEAL PERIOD. ANY PERSON WISHING TO TAKE FURTHER ACTION WOULD NEED TO FILE A FORMAL APPEAL WITHIN THE ORIGINAL 15-DAY TIMEFRAME. WRITTEN COMMENTS MUST BE FILED WITH: JANA HUERTER,LAND USE REVIEW SUPERVISOR,CITY OF RENTON DEVELOPMENT SERVICES DIVISION,200 MILL AVENUE SOUTH,RENTON,WA 98055. APPEALS OF EITHER THE ENVIRONMENTAL DETERMINATION [RCW 43.21.0075(3),WAC 197-11-680]AND/OR THE. LAND USE DECISION MUST BE FILED IN WRITING ON OR BEFORE 5:00 PM FEBRUARY 17, 1998. IF NO APPEALS ARE FILED BY THIS DATE,BOTH ACTIONS WILL BECOME`FINAL. APPEALS MUST BE FILED IN WRITING TOGETHER WITH THE REQUIRED$75.00 APPLICATION FEE WITH: HEARING EXAMINER, CITY OF RENTON,200 MILL AVENUE SOUTH,RENTON,WA 98055. APPEALS TO THE EXAMINER ARE GOVERNED BY CITY OF RENTON MUNICIPAL CODE SECTION 4-8-11B. ADDITIONAL INFORMATION REGARDING THE APPEAL PROCESS MAY BE OBTAINED FROM THE RENTON CITY CLERK'S OFFICE,(425)-235-2501. THE DATE OF WEDNESDAY, FEBRUARY 25. 1998,AT 7:30 PM, HAS BEEN SET FOR A PUBLIC HEARING TO REVIEW THE VARIANCE REQUESTED FOR THE SUBJECT PROJECT. THE HEARING, BEFORE THE CITY OF RENTON'S BOARD OF ADJUSTMENT WILL BE HELD IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON. THE APPLICANT OR REPRESENTATIVE(S) OF THE APPLICANT IS REQUIRED TO BE PRESENT AT THE PUBLIC HEARING. INTERESTED PARTIES ARE INVITED TO ATTEND. • ti. .. Nr R l , • a Roar"�l ;o ._• > ; a- �'\ �..-,`` \ � G-I I. -_ J' illy • •RoR:mow PaS`�\;\ -� c 1 NOFW FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT(425)235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION n c B w e :::0 tt�l .>f0 Ira .0r.:::.fi.(eadeI,bflcattan.::>:><::;::< :; :;. : ::P]eese>�nc[ude:ahe. r.. e. .k..NU.M..ER.:....h...rl ..al[:: ......:.. .... City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department Water Comments Due: NOVEMBER 20, 1997 Application No.:LUA-97-163, SA-A-ECF Date Circulated:November 6, 1997 Applicant:Roger Pecsok/Opus Northwest Project Manager: Jennifer Toth Henning Project Title: Lower Monster Road Warehouse Work Order No: 78302 Location: 1200 Block of Monster Road SW Site Area: 8.5 Acres Building Area(gross): 40,000 sq.ft. A.Environmental Impact(e.g.Non-Code) Comments NO COMMENT. B. Policy-Related Comments NO COMMENT. C. Code-Related Comments New water main, additional fire hydrants and DDCV Assembly (building fire control system) will be required and must meet current Fire Codes/Regulations for fire protection of the proposed on-site building. Any new water mains, fire hydrants and DDCV vault located on private property will' be• required to be in easements that will be held by the City of Renton. Water(SDC) fees of$0.113/sq. ft. of gross site area will be required. III Signature of Director o Authorized Representative Date H:pesokl City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET ' Reviewing Department Surface Wastewater Comments Due: NOVEMBER 20, 1997 Application No.: LUA-97-163, SA-A-ECF Date Circulated:November 6, 1997 Applicant: Roger Pecsok/Opus Northwest Project Manager: Jennifer Toth Henning Project Title: Lower Monster Road Warehouse Work Order No: 78302 Location: 1200 Block of Monster Road SW Site Area: 8.5 Acres Building Area(gross): 40,000 sq.ft. A. Environmental Impact(e.g.Non-Code)Comments NO COMMENT. B. Policy-Related Comments NO COMMENT. C. Code-Related Comments Surface water: the drainage system and temporary erosion control for the site shall be designed in accordance with the 1990 KCSWDM as adopted by the City of Renton. Biofiltration will be required (more than 5,000 sq. ft. of new impervious surface subject to vehicular use is proposed to be constructed on site. The site will be required to pay surface water(SDC) fees of$0.129/sq. ft. of new impervious surface installed by the project on site. Wastewater: The site will require new sewer main and manholes with a ne connection to metro main per Metro requirements. New side sewer connection permits will be at 100/connection. Sanitary sewer(SDC)fees of$0.1078/sq. ft. of gross site area will be required. /90 i -- 8—fT-77 Signature of Director or Authorized Representative Date H:1ua97163 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department Transportation Comments Due: NOVEMBER 20, 1997 Application No.: LUA-97-163, SA-A-ECF Date Circulated:November 6, 1997 Applicant: Roger Pecsok/Opus Northwest Project Manager: Jennifer Toth Henning Project Title: Lower Monster Road Warehouse Work Order No: 78302 Location: 1200 Block of Monster Road SW Site Area: 8.5 Acres Building Area(gross): 40,000 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments NO COMMENT. B. Policy-Related Comments NO COMMENT. C. Code-Related Comments The site will require curb, gutter, sidewalk, street paving, driveways and street lights be installed and must meet current City Codes/Standards. A traffic mitigation fee of$75/daily trip in/out of the site will be required. Transportation mitigation fee calculated per site trip generation manual for 40,000 sq. ft. warehouse is $14,640. (See attached data). /41zAdA-cf /1--16-97 Signature of Director or Authorized Representative Date H:pesok2 r • Un• .Y.N. ..� �.y.; ..v.:. .� ..w)�W-A.i>.�7* /��• � F .b y'Y4VHRZMiN .. .. ..., ..... 'T I SPQR Y:. Tt. NAM t >� is ,NVFE ,.waxr..v.-vnly::hr»:NC....k .s» t.�.ww �•-': ::i!.:✓ - :..,2:}'� Project Name L-owev MoNO:{✓ Road Wuvfliokse Project Address 1 ZOO Mo i 5 ft✓ R 4 5 IA) Contact Person Address Phone Number • • Permit Number L.l)4 -Q 7- 14, 3 Project Description 401000 q f- Wa vt C 014 S t Land Use Type: • Method of Calculation: t�a✓e�ouil ISD) 0 Residential Method_ Trip Generation Manual 0 Retail 0 Traffic Study P II G'Non-retail 0 Other Nit 4, 6 g /,,si /©004 • Calculation: tua trips : (40) (.4. 88) = 1g5 . 2 trip, /-r 175 ( -t ri p C lef6. 2 ) ( ' 75) = $• 1�, 00. °" o P MitigationI4 tot1Os !� Transportation ]� I Fee:�� J -� Calculated by: /v a wa?Xi Date: 11/6/C17 Account Number: 105. 561R. 3180, 7 0. O0. Date of Payment City or ndnton Department of Planning/Building/Pula _1 Norks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: {?Q .ice COMMENTS DUE: NOVEMBER 20, 1997 APPLICATION NO: LUA-97-163,SA-A,ECF DATE CIRCULATED: NOVEMBER 06, 1997 APPLICANT: ROGER PECSOK/OPUS NORTHWEST PROJECT MANAGER: JENNIFER TOTH HENNING PROJECT TITLE: LOWER MONSTER ROAD WAREHOUSE WORK ORDER NO: 78302 LOCATION: 1200 Block of Monster Road SW SITE AREA: 8.5 Acres BUILDING AREA(gross): N/A BUILDING AREA(new expansion): 40,000 Sq.Ft. SUMMARY OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS - Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistorlcCultural Natural Resources Preservation Airport Environment 1 10,000 Feet 14,000 Feet &.t loom/ 7fl� • z cf an )L O2 C/ w/ce1. J w ed 6 wtgio dth per, iii P dCC zc B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ditional information Is needed to prope assess this proposal. .7kZeQ o'Y /// —9 Sign re of Director or Authorized Representative Date DEVAPP.DOC Rev.10i93 City:;,Renton Department of Planning/Building/ Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: A‘v-:pA— COMMENTS DUE: NOVEMBER 20, 1997 APPLICATION NO: LUA-97-163,SA-A,ECF DATE CIRCULATED: NOVEMBER 06, 1997 APPLICANT: ROGER PECSOK/OPUS NORTHWEST PROJECT MANAGER: JENNIFER TOTH HENNING PROJECT TITLE: LOWER MONSTER ROAD WAREHOUSE WORK ORDER NO: 78302 LOCATION: 1200 Block of Monster Road SW SITE AREA: 8.5 Acres BUILDING AREA(gross): N/A BUILDING AREA(new expansion): 40,000 Sq.Ft. SUMMARY OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Wafer Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation _ Environmental Health Public Services Energy/ Historlc/Cultural Natural Resources Preservation Airport Environment 10,000 Feet YES 14,000 Feet t4 p None B. POLICY-RELATED COMMENTS None C. CODE-RELATED COMMENTS None We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where itional info .•n is needed to properly assess this proposal. Q , , 1111 cam,.w cit (7q7- Signatur f Director or Authorized Representative Date DEVAPP. OC Rev.10/93 -_a r .r - � " ----q— "L��f `� a is / —J1' l_ \ D .,-1 tM I — fM ! Jii4I : iwpJ d IL (t I 0''.. i PliimurA 4C1D7 N N I \t\P - wk " M a ---1 i.:,:l II ..., — it, , ,,...o, li i ., i :,,, - )11,,,,, 1 hi, 7.7-,--zz-m— 1 (i i g w,..11:1 i . . a'o'1 may i Ft4j • r �h 'mu IN isji. v. r ) < Y \ I ��' ■�I ter' t '-p�1� S F0:I 1 ■M1 '� ll fAir /1 +% --Ni.-.1 Ci,Win il7."3"1"-. 10. .40' N ---- ___ --:1,111,1?"-\ \ 34 0 17 \ \ ''-g . \ ii®®� � I iiiir o:t.-. / :7Ni z ». 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HirEit _--:::::::::-:::::::::::_:::_:MMM.:_:EME:-.E.-„-----.::_:::ELE:_:::::::_:::::_::_.::_:.:E.:_:::_.:::-::--.:_:::::_:::::=:__ ^ .,,.,„ ), ..•na M 1--- dE5----Pli 1'0* . --i: 7.-"" V. ..-:::::::::::::::::::::E::::::::::::::::::::::3::::::::::::;:::::::::::::::::::::::::::::::::1„7„--:::::::::::::::::::::::::::KtKIK:E::::-:K:E- .- ..T2_7,T I Iir"l =ter_- , : i ==__ ==-=======--= ==-==-==-� _ =-=_ -__ -___ _--- - i 1 t =_=_=_==_==-=__=______=====_ __=_==_== __=_=_=_==_-_=== _====_=__=_=_E • t , '2"7 :: : 7:4=::::= ( r ---- � _ ______________________- __ 1____-_____-_ _ I .,,,„,1.•\ ; /7 __::::---:-:-:-:-:-:::-:-:-:::::-:-:::::. --:::-.7-:-:-.7-:-:-:-.7-7.-:-:-:-:::::::::-:-.7::::: :::::-.:::-:::-Z--___.= •ill-Fr! 1.t • I ------- (.... ..... c, ... --:::_:_::_:;:_:-_-_::::::.:;_:_:_:-:_:-:_:-_:::.-____-:-_:-__:.-:::-_::._:-::-_::_-_:.::_E::::::.::::-:_::::::.::_--:_-:_:-:___-:-:-.0:.-::..:•-:::.:-:_-•:.::_m< L im __ __________ • 1 --y: / _ -=-====== =_- , ate' IJ� RENTON FIRE DEPT ... ,, FIRFP"'T,I- „ 7411 City of Renton Department of Planning/Building/Public Works m nn l/ ENVIRONMENTAL & DEVELOPMENT APPLICATION E�V9LV99gHEET REVIEWING DEPARTMENT: Fire � If.k*m COMMENTS DUE: NOVEMBER°20,490'0 D APPLICATION NO: LUA-97-163,SA-A,ECF DATE CIRCULATED: NOVEMBER 06, 1997 APPLICANT: ROGER PECSOK/OPUS NORTHWEST PROJECT MANAGER: JENNIFER TOTH HENNING PROJECT TITLE: LOWER MONSTER ROAD WAREHOUSE WORK ORDER NO: 78302 LOCATION: 1200 Block of Monster Road SW SITE AREA: 8.5 Acres BUILDING AREA(gross): N/A BUILDING AREA(new expansion): 40,000 Sq.Ft. SUMMARY OF PROPOSAL: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would include a 28 foot high tilt-up structure of 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major, Information Environment Minor_ Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing _ Air Aesthetics _ — Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistorllCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet Al B. POLICY-RELATED COMMENTS AidvA-AQ C. CODE-RELATED COMMENTS SP-# p -.0, clCti ) /1/7A 7 ot, 4-tz.,c.Leal We have reviewed this application with particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas where additional information Is needed to properly assess this oposal. ' 0/7 797 Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10i93 } ti2Y CITY OF RENTON o o A FIRE PREVENTION BUREAU tif? MEMORANDUM DATE: November 7, 1997 TO: Jennifer Toth Hennig, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code-Related Comments for Lower Monster Road Warehouse 1. The preliminary fire flow required is 5,000 gpm. Five fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and Four fire hydrants are required within 300-feet of the structure. A looped water main is required to be installed around the building. 2. The fire mitigation fees are applicable at the rate of$0.52 per square foot of building: 48,108 square feet x $0.52 = $25,016.16 This fee is payable at the time of building permit issuance. 3. An approved fire sprinkler system is required to be installed throughout the structure. 4. An approved fire alarm system is required to be installed throughout the structure. 5. Fire department access is required to within 150-feet of all portions of the exterior of the building. CT:ct opuslow NORTH 405-LOWER.,:.E • OPUS NORTHWEST LLC Subject: Justification for Variance Request Permit: LUA-97-163, SA-A,ECF, V- NORTH 405 - LOWER SITE Opus Northwest LLC requests a variance for the North 405 -Lower Site project, from the requirement that slopes over 40% can not be cleared. This variance request meets all the justification requirements as set forth by the City of Renton. These justifications are listed below: a) The proposed project utilizes approximately 2.25 acres of usable area, which represents usable/gross area of only 26.3 %. A wetland exists to the North end of the site which prohibits disturbance in that area. The proposed project is not planned to encroach in any of the wetland area, but instead to be built towards the south where the site is narrow and the slopes in excess of 40% are found. A building with a width of 115 feet is planned, which is very narrow for a building within this zoning designation. To make the project any smaller would not be practical. Therefore, the only option is to cut into the side of the slope in order to place a building pad. This area will need to be cleared so that the necessary grading may take place. Without cutting into the slope, it is likely that the entire 8+ acre site would be completely unusable since it is bordered by steep slopes to South and East, railroad tracks to the West, and wetland to the North. b) A variance will not be detrimental to the subject property or any adjacent property since the clearing will be immediately followed by grading. In addition, most of the cut is in fractured sand stone, which is very stable and would have a minimal risk of erosion. During the grading portion of the work, an engineered and approved temporary erosion and sedimentation control plan will be in effect. A geotechnical report has been prepared by a Geotechnical Engineer for this project. c) The approval of a variance for the North 405 - Lower Site will not constitute.a grant of special privilege in that the grading of this area is necessary for the development of the site. Any project on this parcel will require access and at least a small section of flat land within the area that now has steep slopes. The only other viable option would be to fill the wetland to the North which would have significant negative environmental impacts. d) The variance requested is a minimum variance in that the slopes to the North will not be effected. Some slopes resulting from the proposed work will still be in excess of 40%, but will be part of the engineered site plan. CITY OF RENTOA RECEIVED DEC241997 BUILDING DIVISION **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9708145 Amount: 250 . 00 12/29/97 10 : 04 Payment Method: CHECK Notation: #1433 OPUS NW Init : LMN Project # : LUA97-163 Type: LUA Land Use Actions Parcel No: 242304-9123 Location: 12XX BLOCK MONSTER RD SW Total Fees : 1, 758 . 32 This Payment 250 . 00 Total ALL Pmts : 1, 758 . 32 Balance: . 00 ***-************************************************************ Account Code Description Amount 000 . 345 . 81 . 00 . 0019 Variance Fees 250 . 00 16 Oti(VY i4, . - . 4• r� + NOTICE OF APPLICATION REVISED PLANNING/BUILDING/PUBLIC WORKS - DATE: DECEMBER 16,1997 • A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. . PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF,V DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review end . • environmental review In order to develop a warehouse/office project. The 8.5 acre site Is undeveloped. The project would Include a 28 foot high tilt-up structure of approximately 40,000'square feel. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed.A 2.07 acre Class III wetland Is present on the north portion of the site. • Evidence of coal mines has been documented on the adjacent site.The project also requires a Variance from the Land • Clearing and Tree Cutting Ordinance(Secion 4-9)In order to clear an area where the slope Is in excess of 40%. . GENERAL LOCATION: 1200 Block of Monster Road SW • STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including Information on coal mine features ' Wetland Report ' • Preliminary Technical Report tor Stormwater i 1 PUBUC APPROVALS: Environmental Review Administrative Site Plan Approval • Variance Approval Comments on the above application must be submitted In writing to Jennifer Toth Henning, Project Manager, Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on January 19.1998. If you • have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at(425)277-8188. Anyone who submits written comments will automatically become a . party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION , DATE OF APPUCATION: OCTOBER 30.1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER O8,1997 ' DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 18,1997 • H,,I , I i Tie '.:.-:_ � se�rl G0 �i _ .. (, ":�.r IN..'I.A., IM ~ ill .,. ,, \ • a,{1 '•ti;n:!•••:' \, .‘;•1 ,.,,% III I GENMALOT.DO --_(.�� CERTIFICATION • It Pi iA/A1 lr/ , hereby certify that 2 copies of the above document • were posted by me in .3 conspicuous places on or nearby the described properly on • Pee.eweerz 11,/fr7 Signed: 0/fin • • STATE OF WASHINGTON ) • ) SS ' ' C_OUN_TY OF KING ) -, '1-1dettify...that I know or have satisfactory evidence that y744-4 i•)' i i -(-i, signed-this instrument and acknowledged it to be .his/her/their free and voluntary act for the uses .- : and purposes mentioned in the instrument. Dated: "PQa , l°I) 047 %7_/Geed Sz e i i --- ...___ (Y�7 • Notary Publ in and for the Stale of Jhinglon • Notary (Print)MARILYN KAMCHEFF • My appointme DSAIM0 ?°"!s ��Y O , C.3 �i ♦ * + NOTICE OF APPLICATION REVISED PLANNING/BUILDING/PUBLIC WORKS DATE: DECEMBER 16, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF,V DESCRIPTION: Roger Pecsok of Opus Northwest, has applied 'for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project • would include a 28 foot high tilt-up structure of approximately 40,000 square feet. Nine (9) dock-high truck doors and , parking for 53 vehicles would also be developed. A 2.07 acre Class III wetland is present on the north portion of the site. Evidence of coal mines has been documented on the adjacent site. The project also requires a Variance from the Land I Clearing and Tree Cutting Ordinance(Section 4-9)in order to clear an area where the slope is in excess of 40%. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: Geotechnical Report—including information on coal mine features Wetland Report Preliminary Technical Report for Stormwater • PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval • Variance Approval • Comments on the above application must be submitted in writing to Jennifer Toth Henning, Project Manager, Development Services Division,200 Mill Avenue South, Renton,WA 98055, by 5:00 PM on January 19, 1998. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at(425)277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF REVISED NOTICE OF APPLICATION: DECEMBER 16,1997 ��._ N�` Y.\1 ..!,,, • !"':°` , : ./.:-.•Hu, •L� .mac:•ki+1 1 a. , k>,...,k1;0• 1.,.,:_o_,• ::.,‘. .., _,I,,,,le.,,,r,-`•-,,••1•I.,"\st.±-•_-R-v-efic.„.. --.r-i—•-i , t\',•,;‘,.:i0.- •---, :-. .:420:::, - .,,,: , . "..ry9;otu\,,,i': ( . -p.-.. .... L. • _—.T,--_:„. . .7.• / DI - \ a ��� ;uxve�o, f_ '�` `gyp w� - - .gyp z •"1 NA ;` ;FyflQ�� , .1,I I rr ,\ecjl 121►1 I`I1 ,'H r MUFF=�u�'( i(�. -'-VLI • �yR� GENMALOT.DO, --. •{!; l'' ' l' h:! N�_�_r.� _ Co .= �_� ACy `.!. I - �- - 9 Municipallity of Metropolitan Jefferson Smurfit Corporation Raymond Nielson 821. 2nid Avenue PO Box 479 7000 SW Grady Way 'Seattle,WA 98104 Renton,WA 98057 Renton,WA 98055 King County Metro Municipality of Metro Seattle 500 K C Admin Bldg 821 2nd Ave#M 122 1100 Monster Road SW Seattle,WA 98104 Seattle,WA 98104 Renton,WA 98055 Eland Bldg Ltd Partnership B&G Renton Partnership Renton Fish and Game Club Inc. PO Box 80187 146 N Canal St#310 1700 SE 144th Street Seattle,WA 98108 Seattle,WA 98103 Renton,WA 98059 Fly Away Inc Blume Garrison Partnership B&G Renton Asssociates 7421 South 180th St 2825 E Lake Ave E#310 2825 Eastlake Avenue East, Ste 115 MEM,WA 92056 Seattle,WA 98102 Seattle,WA 98102 Kev't 9903Z Roger Pecsok Opus Northwest LLC 200-112th Avenue NE, Ste 205 Bellevue,WA 98004 , __. - •--„,_:.,,14 _._..• a a . CITY OF RENTON )...--- .., .." Planning/Building/Public Works . "1 Mill Avenue South- Renton, Washington 98055 rfr-4 a ., NOV 0 i'0 T. ' WA'S a - g 29- . co fr. CC_tr . ., . %. 61_. ''-.. V -; I '•Pfifiltre. iY.RIF e-a go.r-r• .....' ' .715036•4 urs7 gors"Thb I : ;.- - i • Raymond Nielson • - 7000 SW Grady Way iiiiftt Wevitoh 1 LOA 150 SS ... . 242304 9027 01 p., ,Lio ei . • -•*::'.. . -,..„,._, I . L661 . ' . . ..• l,.)--'01 R ITER •-g'''-------tt 171 AM .• , :_.._ ' ... ADDRESS UNKNOWN, ztre) - • - tatisas.... .,ilriiiiikisi41,11,1iiiiiii.iiiiiiiii id.1.1.1AilAILALILIIAL '1 ) . vetn( *• ♦ , NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: NOVEMBER 06, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF • DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site Is undeveloped. The project would Include a 28 foot high tilt-up structure of 40,000 square feet. Nine (9)dock-high truck doors and parking for 53 vehicles would also be developed. . GENERAL LOCATION: 1200 Block of Monster Road SW • STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS:, Environmental Review - Administrative Site Plan Approval Comments on the above application anust be:submitted tin'writing.;_to;=Jennifer Toth Henning, Project Manager, Development Services_Division;200 Mill Mende South Renton;:WA:98055;:by 5:00 PM on'December 22,1997. If you have questions about this proposal, or;wish to be made',a-party of,record::and receive additional notification by mail, contact Jennifer Toth Henning,at(425)277-6186:%:Anyone who submits written comments;will automatically become a party of record and will be notified of any decision on this project, '; ;•_ PLEASE INCLUDE THE PROJECTNUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 ' DATE OF NOTICE OF APPLICATION: NOVEMBER 06,1997 u.iii/Ole,p,,, f:%\.'"'''s A. ,!.'..i‹,..V I`'I_ .fr?::-- ---1.-71.,.. /i. tt,..-,..V* 1.%„ ",,/.. do.;'"-, •.. — -.,-'-':.1, CO ,t''' 4,i, 1; '1. ''\ /7,1 l• >t- '-'AIM. • no •� le,� fL Y __ ;4�, 1 :,,: 1 . ',° ' ' :/{' •,,.. + c ;\\�,' Ira G.. ;, u1J•i .. ' •^yG�, \., ,�� ,:•.,. ; It's _ ._ 1, (.All: .. r ii•,;. ;- Ico.,S1. -� • .ry t. �, ::;- ft,, . �litli.;a•_:. !µ.Fair. -, .fin `ic' el; . N r, !'- • Ilya-° .,, L• _`y�r.+ 111 I ,. .. •� , r Wit:JIi rI=_Ili coG &i i • '�° r::.. 1 nn ...- - GENMALOT.DOC • © CITY OF RENTON - 2xm�„ ..._, IA Planning/Building/Public Works �, ''ti �.4 'AVMill Avenue South - Renton, Washington 98055 � • �QV T ' `. a1 E >r .. .., ' 7 fit; ''{Yd TA E eD t( &li.... ELAND B D G LTD PR'1NF?SHP PO Box 8 187 Seattle, A 9 108 Alb 2'. e _____ 242 04 120 07 ii. ._ . _ AO S' 0, ABDi �l;EsSeD -�c� AE TO FUFiVIARD - Nd- -. ! i t :1 : 1 i i i '.11. I i i !: _: 1 t i 9 RETURN TO SENDER ''' ]I,� I Gti�YO� . ♦ IRA NOTICE OF APPLICATION ' PLANNING/BUILDING/PUBLIC WORKS DATE: NOVEMBER 06, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF • DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would Include a 28 foot high tilt-up structure of 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. ' GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Environmental Review - Administrative Site Plan Approval - Comments on the'•above application,must be submitted. in,�writing..to Jennifer Toth Henning, Project Manager, Development Services Division,200 Mill Avenue South;Renton,;WA 98055,by 5:00 PM on December 22,1997. If you have questions about this;proposal, or wish to be made a party;of record and receive:additional notification by mail, contact Jennifer Toth Henning at(425)277-6186.. Anyone who:submits;written comments will automatically become a party of record and will be,notified of any decision on this project. , PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 08,1997 ' DATE OF NOTICE OF APPLICATION: NOVEMBER 06,1997 1 Vim II .q ii.4 j'22,* NIA .'14 , '.- --- ". . - 1..,:.:::i*:.7/Vel.:•.-:::tsi:..L.. - nay �,•, � 4 • s ‘ tit;' ,, ' s_" ij,: , • 1e# ! - GENMALOT.DOC • a © CITY OF RENTON -.y = .: �-- Planning/Building/Public Works !It' a�v� "W O i 200 Mill Avenue South Renton, Washington 98055 ,y0y cO V A 7 N:Iliv's ,Q� $ . pit f—, aotn Vlik- a H/1 B& G Re ton Prtnrshp eLJLV3 146 N nal St 4310 Seattl WA 98103 Wu rI 24 304 9121 06 , 1 Iiiir ---tl BLE _ r,;_ ,-- rArj,I 51. ii �r d� ��;'la� ,n `_ = ._A-I' d R. �r.p. '0. fNlel _ 112 . 1( ' i }jijj 3I I1I, 1l ; ,111: i !! W. i f :r. V O i ;,I a A�c'y —— !I� 3 ..) 11 1 Itl II1 1 iil� !I?"�?{i'. "Itt I!i !'i! i h£"r , . III!i ii1! iS91 i 1! Si J �.( y 0� + lifiR + vP_AN— re NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: NOVEMBER 06; 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF • DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project: The 8.5 acre site is undeveloped. The project would Include a 28 foot high tilt-up structure of 40,000 square feet. Nine (9)dock-high truck doors and parking for 53 vehicles would also be developed. • GENERAL LOCATION: 1200 Block of Monster Road SW ' STUDIES REQUIRED/OR AVAILABLE: N/A • PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval Comments on the::above'application:must be' submitted in writing to Jennifer Toth Henning, Project Manager, Development Services Division;_200 Mill Avenue South,Renton,:WA 98055,by 5:00 PM on December 22,1997. If you have questions about.this proposal; or;wish to be,,made.a;jparty�of record:and receive additional notification by mail, contact Jennifer Toth-Henning:at'(425):277-6186.. Anyone who_submits written comments will automatically become a party of record and will be notified"of.any decision on:this:project: ;-...;;: ,-, ..-- PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30;1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 ' DATE OF NOTICE OF APPLICATION: NOVEMBER 06,1997 ..i IMr . • T 'Az ,_ .,.., _ .., ;:90 P_m _ - .; ' 'L :v �� . CCU' l' : .Ili , .I u Ay3; a gi•oc,::;;:, }:1 . I GENMALOT.DOC © CITY OF RENTON :.a�. ' Planning/Building/Public Works , -, -a r r-., ! 4, ��- -.-..---�, " ; -. saw �qr • \�-j Mill Avenue South - Renton, Washington 98055 � ! ., 2 ° g 0 V-0 7'9 7: : rg : 0 2 9 2 : r. cc cc Cl ` ` if PLANNING DIVISION � ITS nF RFNYON , fi�� .� " (' FLY AWAY INC (�( / 140\1 12195 7421 S 180th St Y0 REGENED . /' 00..2. 0 05 \ RU'TO t`495+7+ 1111ii1ri{tllriiiilliiilriin1111tiitlrilrlltriili{iril-Itlriil i I • c.).it ,et NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: NOVEMBER 06, 1997 1 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF • DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project would Include a 28 foot high tilt-up structure of 40,000 square feet. Nine (9)dock-high truck doors and parking for 53 . vehicles would also be developed. GENERAL LOCATION: 1200 Block of Monster Road SW ' STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval Comments on the,above application must be submitted-In writing to Jennifer Toth Henning, Project Manager, Development Services Division,ZOO Mill Avenue South,Renton,WA 98055,.by 5:00 PM on December 22,1997. If you have questions about this proposal, or wish to be.made:.,a party of record:and receive additional notification by mail, contact Jennifer Toth Henning at(425).277-61.86.',Anyone-who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 ' DATE OF NOTICE OF APPLICATION: NOVEMBER 06,1997 -\ N ,fir �� - ` :..,s, .. Mil k . IMr � p il ''_ _ XI ,-6.;.'' I —1A..„:1 --- - -,-----r:= -.7-N iA - ' 'z. mit-,), ; •.a M -A,"r 2_1 ' ;I:::,,,-- /1 A , .. „ ,, . ... p,.� .I w... � � 1Li2� " f.��1•�p�},N4t� , . • • L. GENMALOT.DOC :.{: \`,::rn\::}:.,.::•::::::::.{.:?::::r: -::r::::::::::•:n:,.:::..// ,ii, wr. ..+.}.:r.:rn•:;}.'R•:�•:•}'•.::}{•/:{•}:•}:•:.}}::...:•:.,.:..,::}: iir'•a.{}{r f.,. i\x::f: :n?: :.;.....:.v::.::........ .};r.}:-Tin.. .., •: .. 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PROJECT NAME: NORTH 405 - LOWER SITE Lou tr rrv\gnS-r,er Tom 1.00.)re— eu, APPLICATION NO: LOP{ W . ((o3) SP,-A ECr• The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER F CENNED $ a:5y. 3.0 19971 PLEASE SEE ATTACHED LIST DENELOP CITYrOF RENENT TONNNING (Attach additional sheets, if necessary) • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification • I, f la.r T frN i►eSTAD , hereby certify that the above list(s) of adjacent property (Print Name) J owners and their addresses were obtained from: is Cl ClCity of Renton Technical Services Records * svm d giiii,.......t••e. ' X Title Company Records i elf'• ,: CI King unty Assessors Records :Z : o; • • . .. : . J Date Ur • :. - . • • s Signed .• • � •' PP ♦ ♦ NOTARY ♦♦,••wso o~+isN�`��,. ATTESTED:. Subscribed and sworn before me, a Notary Public, a for the State of Was ington, residing at on the ��—day of c (' d �/ , 19 . • Signe ( o a Public) • Renton.. C ::.that no i es o t e o ose a cat on a e.ma d t 1 eo ;it each::'lisfed"�• ro a ::o.wner.:::.on'>: ::' :t....�'"�.:.>:.`.�':�':><'::`>: �' <`����`: s'<«`>' ; : <»< <>'>:>��'':�>�`:»�> ':' ' : `<<> ">� <<»`>'`.` .::. :. .. ... Signed ;.:: .. ...,:.. �•"" ...... .... ... .:...... • ::::: •t ': it S:.Subscribe"d'a d;'sworn befo.re:.me':a::Nola •Pub)iy:in hd:':foc::the'State of;Washk ton :: �: , g!at:::::0>: > :.:.'.: :�� .>7:7:'S bnane.....::.: ::.::day;ofiNt $.tl- :::.::.. :<>>s. ` :-::::>::»:: , . °Plis r8r31-1c REV,07/95 MARILYNMISSION KAMC EXPIRESHEFF 2 COM 6/29199 • . - Transnation Title • Bellevue Customer Service 188 106th Ave NE#660 Bellevue, WA 98004(206) 646-8795 Standard Farm Owner : Fly Away Inc Parcel# : 000020 0001 05 Site : 7421 S 180th St Kent 98032 Sale Date : 04/30/92 Mail : 7421 S 180th St Kent Wa 98032 Sale Price : $188,700 Full Use : 932 Vacant,Industrial,I To 5 Acres Asd.V : $58,900 Lgl : BLK 0001 LOT 000020 HENRY ADAMS Q : NW S : 36 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 8.41 YB: Ph: Owner : Metro Parcel# : 242304 9006 06 Site : 1200 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use :622 Ind,Utilities,Public,Garage/Electri Asd.V : $14,194,500 Lgl : STR 242304 TAXLOT 6 POR OF LOTS 2, Q : NW S : 24 T: 23N R :04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 39.00 YB: Ph: 206-625-4500 Owner :Metro Parcel# : 242304 9006 06 Site : 1200 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use : 622 Ind,Utilities,Public,Garage/Electri Asd.V : $14,194,500 Lgl : STR 242304 TAXLOT 6 POR OF LOTS 2, Q : NW S : 24 T: 23N R :04E Bedrm : Bth F3H: / Stories: BldgSF: Ac: 39.00 YB: Ph: 206-6254500 Owner : Metro Parcel# : 242304 9006 06 Site : 1200 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use : 622 Ind,Utilities,Public.Garage/Electri Asd.V : $14,194,500 Lgl : STR 242304 TAXLOT 6 POR OF LOTS 2, Q :NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / ' Stories: BldgSF: Ac: 39.00 YB: Ph: 206-625-4500 Owner : Metro Parcel# : 242304 9006 06 Site : 1200 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use : 622 Ind,Utilities,Public,Garage/Electri Asd.V : $14,194,500 Lgl : STR 242304 TAXLOT 6 POR OF LOTS 2, Q : NW S : 24 T: 23N R :04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 39.00 YB: Ph: 206-625-4500 Owner : Jefferson Smurfit Corp Parcel# : 242304 9008 04 Site : 7001 143rd PI NE Redmond 98052 Sale Date : Mail :PO Box 479 Renton Wa 98057 Sale Price . Use : 611 Ind.Manufacturing,Paperboard Boxes Asd.V : $4,298,800 Lgl : STR 242304 TAXLOT 8 POR OF NW 1/4 Q : NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / Stories: 1 BldgSF: 147,300 Ac: 10.16 YB:1956 Ph: Owner : Municipality-Metro Seattle Parcel# : 242304 9078 09 Site : 1000 Monster Rd SW Renton 98055 Sale Date : 04/05/84 Mail : 821 2nd Ave Seattle Wa 98104 Sale Price . Use : 921 Vacant,Commercial,Less Than 1 Acre Asd V : $115,000 Lgl : STR 242304 TAXLOT 78 BEG ONE LN Q : NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .87 YB: Ph: Owner : King County Parcel# : 242304 9081 04 Site : 1200 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use : 622 Ind.Utilities,Public.Garage/Electri Asd.V : $68,700 Lgl : STR 242304 TAXLOT 81 BEG ONE LN Q : NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / . Stories: BldgSF: Ac: .52 YB: Ph: 206-296-0100 The Information Provided Is Deemed Reliable.But Is Not Guaranteed. • • Transnation Title Bellevue Customer Service 188 106th Ave NE#660 Bellevue, WA 98004 (206) 646-8795 • Standard Farm Owner : Metro Parcel# : 242304 9097 06 Site : 1200 Monster Rd SW Renton 98055 Sale Date Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use : 622 Ind,Utilities,Public,Garage/Electri Asd.V : $1,406,600 Lgl : STR 242304 TAXLOT 97 AN IRREGULAR Q :NE S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 10.76 YB: Ph: 206-625-4500 Owner : City Of Renton Parcel# : 242304 9112 07 Site : 1310 SW Grady Way Renton 98055 Sale Date : Mail : 200 Mill Ave S Renton Wa 98055 Sale Price : Use : 946 Misc,Greenbelts AsdV : $72,800 Lgl : STR 242304 TAXLOT 112 POR NE 1/4- Q : NE S : 24 T: 23N R : 04E Bedrm : " Bth F3H: / / Stories: BldgSF: Ac: .55 YB: Ph: Owner : Metro Parcel# : 242304 9114 05 Site : 1101 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave#M 122 Seattle Wa 98104 Sale Price : Use : 932 Vacant,Industrial,1 To 5 Acres Asd.V : $400,800 Lgl : STR 242304 TAXLOT 114 BAAP ON N LN Q :NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 3.68 YB: Ph: Owner : Blume Garrison Partnership Parcel# : 242304 9123 04 Site : *No Site Address*Renton Sale Date . Mail : 2825 E Lake Ave E#310 Seattle Wa 98102 Sale Price : Use : 933 Vacant,Industrial,5 To 10 Acres Asd V : $425,300 Lgl : STR 242304 TAXLOT 123 POR OF NW Q :NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 8.50 YB: Ph: i The Information Provided Is Deemed Reliable.But Is Not Guaranteed. . - Transnation Title Bellevue Customer Service 188 106th Ave NE#660 Bellevue, WA 98004 (206) 646-8795 Standard Farm Owner : Municipality Of Metropolitan Seattle Parcel# : 242304 9004 08 Site : 1301 SW Grady Way Renton 98055 Sale Date : 08/05/92 Mail : 821 2nd Ave Seattle Wa 98104 Sale Price : Use : 931 Vacant,Industrial,Less Than 1 Acre Asd.V : $170,700 Lgl : STR 242304 TAXLOT 4 PORTION OF SW Q : NE S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .82 YB: Ph: Owner : Jefferson Smurfit Corp Parcel# : 242304 9008 04 Site : 7001 143rd PINE Redmond 98052 Sale Date : Mail : PO Box 479 Renton Wa 98057 Sale Price : Use : 611 Ind.Manufacturing,Paperboard Boxes Asd.V : $4,298,800 Lgl : STR 242304 TAXLOT 8 POR OF NW 1/4 Q : NW S : 24 T: 23N R : 04E Bedrm : - Bth F3H: / / Stories: 1 BldgSF: 147,300 Ac: 10.16 YB:1956 Ph: Owner : Nielson Raymond Parcel# : 242304 9027 01 Site : 7000 SW Grady Way Sale Date : 03/15/90 Mail : 7000 SW Grady Way Wa Sale Price : Use : 934 Vacant,Industria1,10 To 20 Acres Asd.V : $727,600 Lgl : STR 242304 TAXLOT 27 BNRR R/W Q :NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 11.13 YB: Ph: Owner : King County Parcel# : 242304 9030 06 Site : 15000 Interurban Ave S Tukwila Sale Date : Mail : 500 K C Admin Bldg Seattle Wa 98104 Sale Price : Use : 349 Rec,Parks,Zoos,Arboretum Asd.V : $259,400 Lgl : STR 242304 TAXLOT 30 POR GL 1 &5 0 :NW S : 24 T: 23N R 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 1.98 YB: Ph: Owner : City Of Renton Parcel# : 242304 9112 07 Site : 1310 SW Grady Way Renton 98055 Sale Date : Mail : 200 Mill Ave S Renton Wa 98055 Sale Price : Use : 946 Misc.Greenbelts Asd.V : $72,800 Lgl : STR 242304 TAXLOT 112 POR NE 1/4- Q : NE S : 24 T: 23N R 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .55 YB: Ph: Owner :Metro Parcel# : 242304 9114 05 Site : 1101 Monster Rd SW Renton 98055 Sale Date : Mail : 821 2nd Ave#M 122 Seattle Wa 98104 Sale Price : Use : 932 Vacant,Industrial,1 To 5 Acres Asd.V : $400,800 Lgl : STR 242304 TAXLOT 114 BAAP ON N LN 0 : NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 3.68 YB: Ph: Owner : Municipality Of Metro Seatt Parcel# : 242304 9117 02 Site : 1100 Monster Rd SW Renton 98055 Sale Date : 09/16/92 Mail : 1100 Monster Rd SW Renton Wa 98055 Sale Price : Use : 931 Vacant,Industrial,Less Than 1 Acre Asd.V : $122,100 Lgl : STR 242304 TAXLOT 117 POR BN RR Q : NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .91 YB: Ph: Owner : Eland Building Ltd Prtnrshp Parcel# : 242304 9120 07 Site : 589 Monster Rd SW Renton 98055 Sale Date : 06/29/90 Mail : PO Box 80187 Seattle Wa 98108 Sale Price : $482,405 Use : 506 Ind,Warehouse,100k+Sqft Asd.V : $8,500,000 Lgl : STR 242304 TAXLOT 120 POR OF NW 0 :NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 223,850 Ac: 10.82 YB:1990 Ph: The Information Provided Is Deemed Reliable,But Is Not Guaranteed. Transnation Title Bellevue Customer Service 188 106th Ave NE#660 Bellevue, WA 98004 (206) 646-8795 Standard Farm Owner : B&G Renton Prtnrshp Parcel# : 242304 9121 06 Site : *No Site Address*Renton Sale Date : 06/29/90 Mail : 146 N Canal St#310 Seattle Wa 98103 Sale Price : $332,327 Use : 933 Vacant,Industrial,5 To 10 Acres Asd.V : $930,000 Lgl : STR 242304 TAXLOT 121 POR OF NW Q : NW S : 24 T: 23N R : 04E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: 7.11 YB: Ph: Owner :Renton Fish&Game Club Inc Parcel# : 242305 9002 09 Site : 17500 SE 144th St Renton 98059 Sale Date : Mail : 17500 SE 144th St Renton Wa 98059 Sale Price : Use : 101 Res,Single Family Residence Asd.V : $180,730 Lgl : STR 242305 TAXLOT 2 PP ACT Q : NE S : 24 T: 23N R : 05E Bedrm : 1 -Bth F3H: 1 / / Stories: 1 BldgSF: 610 Ac: 38.33 YB:1946 Ph: 253-226-1563 Owner : Renton Fish&Game Club Inc Parcel# : 242305 9002 09 Site : 17500 SE 144th St Renton 98059 Sale Date : Mail : 17500 SE 144th St Renton Wa 98059 Sale Price : Use : 101 Res,Single Family Residence Asd.V : $180,730 Lgl : STR 242305 TAXLOT 2 PP ACT Q : NE S : 24 T: 23N R : 05E Bedrm : Bth F3H: / /2 Stories: 1 BldgSF: 780 Ac: 38.33 YB:1954 Ph: 253-226-1563 Owner : Renton Fish&Game Club Inc Parcel# : 242305 9002 09 Site : 17500 SE 144th St Renton 98059 Sale Date : Mail : 17500 SE 144th St Renton Wa 98059 Sale Price : Use : 101 Res,Single Family Residence Asd.V : $180,730 - Lgl : STR 242305 TAXLOT 2 PP ACT Q : NE S : 24 T: 23N R : 05E Bedrm : Bth F3H: 2 / / Stories: 1 BldgSF: 2,080 Ac: 38.33 YB:1954 Ph: 253-226-1563 Owner :Renton Fish&Game Club Inc Parcel# : 242305 9002 09 Site : 17500 SE 144th St Renton 98059 Sale Date : Mail : 17500 SE 144th St Renton Wa 98059 Sale Price : Use : 101 Res,Single Family Residence Asd.V : $180,730 Lgl : STR 242305 TAXLOT 2 PP ACT Q : NE S : 24 T: 23N R : 05E Bedrm : 2 Bth F3H: 1 / / Stories: 1 BldgSF: 730 .4c: 38.33 YB:1978 Ph: 253-226-1563 The Inlormation Provided Is Deemed Reliable,But Is Not Guaranteed MUNICIPALITY OF METROPOLITAN S JEI'F1rRSON SMURFIT CORP Raymond Nielson 821 2nd Ave PO Box 479 7000 SW Grady Way Seattle, WA 98104 Renton, WA 98057 , WA 242304 9004 08 242304 9008 04 242304 9027 01 KING COUNTY CITY OF RENTON Metro 500 K C Admin Bldg 200 Mill Ave S 821 2nd Ave#M 122 Seattle. WA 98104 Renton. WA 98055 Seattle, WA 98104 242304 9030 06 242304 9112 07 242304 9114 05 MUNICIPALITY OF METRO SEATT ELAND BUILDING LTD PRTNRSHP B&G Renton Prtnrshp 1100 Monster Rd SW PO Box 80187 146 N Canal St#310 Renton,WA 98055 Seattle, WA 98108 Seattle,WA 98103 242304 9117 02 242304 9120 07 242304 9121 06 RENTON FISH&GAME CLUB INC RENTON FISH&GAME CLUB INC RENTON FISH&GAME CLUB INC 17500 SE 144th St 17500 SE 144th St 17500 SE 144th St Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 242305 9002 09 242305 9002 09 242305 9002 09 'RENTON FISH&GAME CLUB INC Metro FLY AWAY INC 17500 SE 144th St 821 2nd Ave 7421 S 180th St Renton, WA 98059 Seattle, WA 98104 Kent, WA 98032 242305 9002 09 242304 9006 06 000020 0001 05 BLUME GARRISON PARTNERSHIP Seattle Municipality-Metro Metro 2825 E Lake Ave E#310 821 2nd Ave 821 2nd Ave Seattle, WA 98102 Seattle, WA 98104 Seattle, WA 98104 242304 9123 04 242304 9078 09 242304 9097 06 - KING COUNTY 821 2nd Ave Seattle. WA 98104 242304 9081 04 ei \V-) 0 4 Y O,� • ♦ �- IsJrS NOTICE OF APPLICATION • PLANNING/BUILDING/PUBLIC WORKS & DATE: NOVEMBER 06,1997 . A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The I following briefly describes the application and the necessary Public Approvals. . ' PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF . • DESCRIPTION: Roger'Passaic of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/of flee project. The 8.5 acre site Is undeveloped. The project would include a 28 foot high tilt-up structure of 40,000 square feet. Nine(9)dock-high truck doors and parking for 53 vehicles would also be developed. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval Comments on the above application must be submitted In writing to Jennifer Toth Henning, Project Manager, • Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on December 22,1997. If you . have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at(425)277.8188. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. • • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ' • DATE OF APPLICATION: OCTOBER 30,1997 ' NOTICE OF COMPLETE APPLICATION: NOVEMBER 08,1997 • DATE OF NOTICE OF APPLICATION: NOVEMBER 08,1997 • 1 r , �.aril y 3t 9;04 M,Q 1 t�' • CERTIFICATION i,•�z i al111i'10-1 , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on • noVem ,er Liz tell • Signed: 1!IG�-P/d �MA . STATE OF WASHINGTON ) . • ) SS .. -�CrOUNTY OF KING ) � "I certify that i know or have satisfactory evidence that � Sri ii ' • s' •'ri .d'.his instrument and acknowledged it to be his/her/their free`a'nd voluntary act for the uses • .�gf►�, t 9 - - iO4and parp•Sses mentioned in the instrument. '}a 1`�`t `'I'j Oa /z iti47 i n. n '=.; 'F •. . .•." L. Notary Pu c in and for the Stale ashinglori "r' "" Notary (Print) • • My appointment eGC��fN• fISSION tXF E5 5129/99 NOiAPIY,C .0 (cY o Im1FR NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: NOVEMBER 06, 1997 A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-163,SA-A,ECF DESCRIPTION: Roger Pecsok of Opus Northwest has applied for site plan review and environmental review in order to develop a warehouse/office project. The 8.5 acre site is undeveloped. The project. would include a 28 foot high tilt-up structure of 40,000 square feet. Nine(9) dock-high truck doors and parking for 53. vehicles would also be developed. GENERAL LOCATION: 1200 Block of Monster Road SW STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Environmental Review Administrative Site Plan Approval Comments on the above application must be submitted in writing to Jennifer Toth Henning, Project Manager, Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on December 22,1997. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Jennifer Toth Henning at(425)277-6186. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: OCTOBER 30,1997 NOTICE OF COMPLETE APPLICATION: NOVEMBER 06,1997 DATE OF NOTICE OF APPLICATION: NOVEMBER 06,1997 Ltt ;t I it$G�•jr rja ;.r a j:s - .• ' . • CO RG.CL x = � { y.. IIIII r _ r `= IM r_ - e. HVRii �. s. \•QA\ i!o pfn NCF •4 'Cc--cm • •- Etioow- . „. z. co _ 5tAtkc GENMALOT.Doc - CITI 3F RFNTON "IL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 6, 1997 Mr. Roger Pecsok Opus Northwest LLC 200- 112th Avenue NE, Suite 205 Bellevue, WA 98004 SUBJECT: . Lower Monster Road Warehouse - - : ..i..Project No.'LUA=97 163 SA•A;ECF • The-Development.Planning':Section'of>tiie City of Renton :has.,determined that the • subject:application is complete:according;to:submittal requirements and,"therefore, is accepted for review It is tentatively scheduled for consideration by the_Environmental Review Committee on December 2, 1997. Prior,to that review, you will be notified',if any additional information ,.' is required to continue processing your application. ::Y Please contact me;at (425),277-6186 ifyouu have any.questions. Sincerely Jennifer Toth Henning . . . . :; Project Manager • &G Renton Associates/Owners.." 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PROJECT OR DEVELOPMENT NAME: NAME: B & G Renton Associates ewer Slte� l La v Men4OK ` V'A DU (C/O PROPERTY/PROJECT ADDRESS(S)/LOCATION: 1 1 z- ADDRESS: 2825 Eastlake Avenue East Suite 115 Monster Road and Oakesdale Avenue l a)c1( 9We - O CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Seattle, WA 98102 2423049123 TELEPHONE NUMBER: EXISTING LAND USE(S): (206) 324-1800 Undeveloped .APPLICANT}(if .. ... than`owbei}` r,: NAME: Roger Pecsok PROPOSED LAND USES: • 40,000 S.F. Warehouse and Office facility COMPANY(if applicable): Opus Northwest LLC COMPREHENSIVE PLAN MAPDESIGNATIOEmployment Area - Valley (EAV) • ADDRESS: 200 112th Avenue NESuite 205 . ..EXISTING ROPOSED COMPREHENSIVE PLAN MAP DESIGNATION Of applicable):t Not Applicable I CITY: Bellevue, WA ZIP: 98004 EXISTING ZONING: • Medium Industrial (IM) I • TELEPHONE NUMBER: (425) 453-4100 PROPOSED ZONING (if applicable): J - �- ,..:... NotApplicable; NTCTPERSOKf �<' : :_ :: r � : . u ���: :. ; . .. NAME: Roger Pecsok SITE AREA (SQ.FT. OR ACREAGE): 370,561 S.F. �� 1V, 11 Orr I COMPANY(if applicable): Opus Northwest LLC PROJECT VALUE: � v6co 3 0 4797 ADDRESS: $1,000,000 • c1 � R oAlN/NG 200 112th Avenue NE IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? i Suite 205 No CITY: Bellevue, WA ZIP: 98004 • IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY ' SENSITIVE AREA? TELEPHONE NUMBER: Existing wetlands on site which will not (425) 453-4100 be disturbed. 41 �S• •:[4,=G8�. �Off:N SW Iry 8 '.•:"f- ... Y/ 3.F :p.,`.,,,1 .i..w 'Its" ,-,.. - cr�Y.'g�r_Vicw • r<�' 1; b,{f:"?'�4'. 1..; .::>�:� Via. �1. s ••7•"• ..,',...,..%.,C3 PLEASE SEE ATTACHED :.ri �.%F•'ca wily S+:k �' r y,✓�n •.w.e.•.e n .^ ;. . .v tiv ,,,„ Y. Lw/.. .. �l, w`�.. r!.r i y i.u•esq+,.. ,w>.'"^r �K .Crwro m.o..� "3 irttA < ;4 @�., :, •4 V. ... . 4 =prepCC, AV:;.o ,, . •%cx.<..., 'AMP"M� .c .S i ."caw } �r a � rr :4',... ma y" � ej J1 •,.c f �"�'�': �(5'i"4.. 156. • ANNEXATION $ SUBDIVISION: — COMP. PLAN AMENDMENT $ — REZONE $ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ — SHORT PLAT $ — TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _PRELIMINARY PLAT $ XC SITE PLAN APPROVAL $,CO oeo _FINAL PLAT $ • _GRADE & FILL PERMIT $ (NO. CU. YDS: 1 PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _PREUMINARY —WAIVER $ _FINAL _WETLAND PERMIT $ _ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _SUBSTANTIAL DEVELOPMENT $ _CONDITIONAL USE $ VARIANCE $ EXEMPTION $No Chase X ENVIRONMENTAL REVIEW $ 0�1.�J +REVISION . $ T� _ Mao C.exe..<.e,.nee w.{ �. +,s.x y 4' �/ 4';',—ry•�.L'.yy ' \. .�F� .rr .� Ir',J.{�'MMI •✓ _ 1 %' I,(Print Name)13 i ier1S4714, ,declare that I em(please cheek one)_the owner of the property involved in this appecat(on,X_the authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein contained and the information herewith submitted - in ell res•acts true and correct to the beet of my knowledge and belief. . ..~�..• •i��M• TTEST: Subecnbed end swam to before me,a Notary Pubec,in and IL s the State of 111�;r�s(ding still (Name of Owns /• ;yes„ �: 'c on the —day of ' • � �gis7Tl�T is goo& illi" Owner a resentative , '' ' 7 . (Signature of /R p 1 . A_!1 I _ 1_ A . 7� I ��ii�OP O� ���(Sign • re of No _ Public) • 4'�y{:j< iJ $`,i.�wr} .o ,./wKo *it, ' j S ri ✓(ew ,r sry .r sfhv s` c cyz< ^'k/ nw'$>''"'' '� - .6 �vt'rR_�;Ffl' .�.�rd.��..c 70 "5 f w 'i. �Fi0�( %�r+•von 3."r "rr� cc '<� dfl�'3l�r!�' r ��i.> '�v:.. .k . Cs ,w. �x ...4>.,.nn eK•,..-; �t-.�. t�.[ � r'�rF b".G.,. t. �,✓ .'ri°°� !t' �C.�i�.r < _ �rsi•nz•Y. •..•� s �e.� w.fy - - sr> q+� ` 3 e...,6✓ � YY.. ��LL�' to y y v v �� F{+'„'• •.p ••� 6j •.� /` •'' d \ ,e4.u.t;"' 1 F' .r j Lv . K_� ,,..1`.." .. �215Z f ' : ��nv 7,39,....1 s F "'7.7 C3F y '.a, _ �.. .r •'f' r% �"`y _'. ? '• •�ss� y�i 5 .� �• �g '"-- - ..`.°,I�,r�,.. r � � ».'y. ,Y.l.... y s;u i.'�'[.. ..' s .,`�.!.(.........-qS' - 5,4 'NTr �!'•r ,..v,.w:SY"..t: :i y� �v}.,.�aN,4��� pk' +i" "' "—.44e�unii;,3.17 D=t lr .Gi' "v,, A, ..:4;.. �tl ..:.X,y,n''y*..e�.7Nf """''�`',#,�' r.MY ....-- ....«6». .•„ .r :>n» Fwut.`u z,-* m. ..'''''' ?.G L '"4.: ..'. .,;.i MAw"v<"i.r '". MASTERAP.DOC REVISED we, p ,nay M1 s / .°/ • / V v J f�7.-� . ,.� LEGAL DESCRIPTION FOR NORTH 405 - LOWER SITE : STR 242304 T3=OT 123 POR OF NW 1/4 — BEG QUARTER CCR BETWEEN SECTIONS 13 & 24 TE N 87-26-48 W 1214 FT TO WLY MGN OF CO RD NO 8 cza-RLzs MONSTER RD SW & NOW =OWN AS STr.. L mg — RD TE S 32-29-51 E 85.34 FT TE ON Lu:cv. TO RGT RAD OF 256.43 FT DISTANCE OF 139.14 FT TE S 01-24-51 E 268 FT TE S 88-35-09 W 436.55 FT TE S 02-33-12 W 115.03 FT TE S 70-05-34 W 95.47 FT TR S 88-37-17 W 105.33 FT TPOB TE N 01-22-43 W 437.90 FT TE S 83-03-09 W 283.04 FT TE S 54-28-10 W 490.45 PT O MY MGN OF CBICAGO MILWAUKEE ST PAUL & PACIFIC RR CO R/W TE SLY ALG SD .Y MGN 1610.67 FT TAP ON WLY MGN Or co RD NO 8 C..`=IPSLr S MONSTER RD SD PT BE3fG ON CURVE RAD OF 250.37 FT RAD PT BEARING N 58-59-44 3 TE NLI ALG SD L.ucv: & WLY MGN 250.58 PT TO SLY LINE OF A TRACT OF LAND DESCRIBED UNDER R.'-.CORDING NC 8606190933 TE N 46-12-23 W 420.25 FT TE' N 09-01-55 B 125 PT TE N 46-16-56 E 17. 69 FT TE N 04-53-17 W 410.23 FT TO TPOB LESS POR LY N Y OF C/L OF RR SPUR ESMT UNDER NOD PILE NO 5331102 -- AKA PARCEL 4-3 OF IIPL�RCORDED SURVEY R V S= 3CGOST 14, 19 9 0 THE It lUM IH COMPANY REAL ESTATE October 21, 1997 Jennifer Toth Henning Senior Planner City of Renton 200 Mill Avenue South Renton, WA 98055 Dear Ms. Toth Henning: Opus Northwest LLC is the contracted owner of the property located near 601 Monster Road in Renton, Washington. The tax id number for the parcel is 242304 9123. Opus Northwest LLC has full authority to apply for any permits regarding the development of this parcel. Sincerely yours, Gregory G. Blume cc: Roger Pecsok 2825 EASTLAKE AVENUE EAST,SUITE 115,SEATTLE,WASHINGTON 98102 (206)324-1800 FAX(206)324-6150 NORTH 405 - LOWER SITE Project Narrative: The North 405 -Lower Site project is a Medium Industrial project proposed to be built on approximately eight and one half(8 1/2) acres of land adjacent to Monster Road on tax lot #242304 9123. The parcel is currently an undeveloped lot without any residential or commercial improvements. There are various slopes through out the site some of which are rock walls. There is an existing wetland on the North portion of the site which will not be altered during construction. There are no surrounding properties which will have views impacted adversely by the proposed development. The proposed project is a warehouse facility of approximately 40,000 square feet. The building will have concrete tilt-up walls with approximately a twenty eight foot (28') high exterior. There will be approximately nine (9) dock high doors and fifty three (53) parking spaces. The site will have one access point to Monster Road at the South end of the site. L ndscaping and property buffers will be installedl in(J compliance with- all City standards. e c-o,4(w, ,21 000 c . y 0 V l 9 cae / F I (-c (�.j/``� 6� Hdvv . p v 0 997 klu N. Cln.�FR ON-NLAN NORTH 405 - LOWER SITE Construction Mitigation Description: Construction for the North 405 - Lower Site project is planned to start in December of 1997 and last for approximately six months. Construction will not be phased. Construction will occur between 7 a.m. and 5 p.m. Monday through Friday. Primary access to the site for construction vehicles will be through Monster Road, Oaksdale Avenue and Grady Way to Highway 405. All cut or fill material will be native or from the adjacent site, which is being permitted concurrently with this application, which means off site hauling will not be required. An erosion and sedimentation control plan will be in place to minimize impacts from site work operations. Standard construction measures will be implemented and City requirements met with regard to all earthwork and construction activity. There are no residential neighbors in the surrounding area, only industrial users who will not be impacted by noise or vehicle traffic to the site. ("pryer) ' O 1997 v� C/ry OF R ONNING N 91403 Environmental Checklist North 405, Lower Site A. BACKGROUND 1. Name of proposed project, if applicable: North 405, Lower Site 2. Name of applicant: Opus Northwest LLC 3. Address and phone number of applicant and contact person: Roger Pecsok, Opus Northwest LLC, (425) 453-4100 200 112th Avenue NE, Suite 205, Bellevue, WA 98004. 4. Date checklist prepared: 10/24/97 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Construction is estimated to begin December, 1997 and last approximately six (6) months. 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. A Level I Environmental Audit, Soils Report and Wetland Study have been prepared. 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. No 10. List any governmental approvals or permits that will be needed for your proposal, if known. Grade & Fill Permit, Building Permit, SEPA MDNS. RECEIVED OCT 3 0 1997 DEVELOPMENT PLANNING CITY OF RENTON 1 Environmental Checklist North 405, Lower Site 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. We propose to build one building of 40,000 square feet with approximately 53 parking spaces. The gross site area is 8 '/Z acres and is currently undeveloped. 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. The site is Parcel 4B located at 601 Monster Road. The site is on the West side of and adjacent to the Metro facility. The Tax ID # is 242304 9123. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, WIN., steep, slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope?) 45. Rock Wall c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Rock and organic sandy and clayey silts. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be balanced without any importing or exporting of material. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes. Sitework operations will be performed. An Erosion and Sedimentation Control Plan will be in effect. 2 Environmental Checklist North 405, Lower Site g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 25% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: An Erosion and Sedimentation Control Plan will be utilized to mitigate erosion due to site work. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Typical emissions from construction equipment. The end user is unknown. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: Dust abatement procedures will be utilized. 3. WATER a. Surface Water 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. A stormwater detention facility exists on the Parcel to the North which serves the properties bound by Monster Road on the East, the railroad to the West, and Oaksdale Avenue to the North. A wetland exists on the North portion of the parcel - no construction will be performed within the wetland area. 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. Construction will not take place within the Wetland area. 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 3 Environmental Checklist North 405, Lower Site 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 flood plain? If so, not 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. No wastes will be generated. Stormwater runoff from parking areas will be routed through biofiltration. b. Ground Water 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage, industrial, containing the following chemicals...; agricultural;etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None 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. Storm water from the building rooftop and parking area will flow from the site to the stormwater detention facility. 2) Could waste material enter ground or surface waters? If so, generally describe. Only storm water. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm water calculations will be provided to confirm that the regional storm water management system has the necessary capacity for this development. The storm system shall comply with all City requirements. 4 Environmental Checklist North 405, Lower Site 4. PLANTS a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs X grass pasture crop or grain X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Only grass, blackberry bushes and some trees will be removed. - c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Formal landscaping and irrigation will be done to city Standards. Existing wetlands will not be disturbed. 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 None Mammals: deer, bear, elk, beaver, other None Fish: bass, salmon, trout, herring, shellfish, other None b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. Do not know d. Proposed measures to preserve or enhance wildlife, if any: Wetland will remain unaltered. 5 Environmental Checklist North 405, Lower Site 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. Natural gas will be used for heating & cooling. Electricity will be used for the building systems. 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: This project will comply with the current Washington State energy code standards. 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. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: Will comply with local codes. 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 a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Noise from construction equipment would occur during construction between 7 a.m. and 5 p.m. The end user is unknown. 6 Environmental Checklist North 405, Lower Site 3) Proposed measures to reduce or control noise impacts, if any: None 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently undeveloped and not being used. Site plan approval for the adjoining parcel (Parcel 3) to the east is being applied for concurrently with this application. The railroad lies to the west, a warehouse facility lies to the north and a Metro wastewater treatment facility lies to the East. b. Has the site been used for agriculture? If so, describe. Not recently c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site? Medium Industrial (IM) f. What is the current comprehensive plan designation of the site? Employment Area-Valley (EAV) g. If applicable, what is the current shoreline master program of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Wetlands exist on the North end of site. i. Approximately how many people would reside or work in the completed project? 20 j. Approximately how many people would the completed project displace? None 7 Environmental Checklist North 405, Lower Site k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project will comply with current local 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: N/A 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. Building will be approximately 28' in height with concrete tilt up walls. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: Enhanced architectural finish relative to surrounding structures and land. Landscaping will be installed to City standards. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking lot lighting during night time b. Could light or glare from the finished project be a safety hazard or interfere with views? No 8 • Environmental Checklist North 405, Lower Site 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: Use of photometrics will keep light and glare directed onsite. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? A pedestrian path runs alongside Monster Road. b. Would the proposed project displace any existing recreational uses? If so, describe. None 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, national state, or local preservation 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. None c. Proposed measures to reduce or control impacts, if any: N/A 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 site is served by Monster Road. Monster road is accessed by Oaksdale Avenue to the North and by Grady Way to the South. 9 Environmental Checklist North 405, Lower Site b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Unknown c. How many parking spaces would the completed project have? How many would the project eliminate? Approximately 53 stalls. 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)? Frontage improvements along Monster Road may need to be installed. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Railroad tracks run along the West side of the property. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 195 AWD trips will be generated. g. Proposed measures to reduce or control transportation impacts, if any: End user is unknown. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The project will add approximately 40,000 SF of occupied space within the city limits. Normal city services will need to be provided. 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. Electricity & Telephone. 10 Environmental Checklist North 405, Lower Site 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. Water and Sewer are provided by the City of Renton. Power and natural gas are supplied by Puget Sound Energy. Telephone service is supplied by U.S. West. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lac of ull osure on my part. Proponent: Name Printed: gr0 trr ��/ Date: /0—Z7-97 11 I it d. �` October 22, 1997 10111 ..Ya.% .e. I! r ': - . Mr. Roger Pecsok SHAPIRO a_- g & ASSOCIATES :r• 1. ' a` - OPUS Northwest LLC r y� 200-112th AVE. NE Suite 205 y=? Bellevue, WA 98004 iic' ; : -I: Re: Wetland delineation of the North 405 upper and lower sites in Renton,Washington "`. Dear Roger: y " s; . At your request, Shapiro and Associates, Inc. (SHAPIRO) visited the OPUS Northwest ; -1 property in the City of Renton, KingCounty, ; `•:�� _,_. . Washington on September 25, 1997. The = r!- purpose of the visit was to identify and delineate wetland boundaries. The site is bounded :.r 'SsSr l. by Monster Road on the east and south, Oaksdale Avenue S.W. to the north, and by F ` ==• : Burlington Northern Railroad tracks to the west and south (Township 23N,Range 4E, ` = y 24) '-- Section is • • The OPUS Northwest property investigated by SHAPIRO is composed of two Parcels. •:17 Parcel A is approximately 7 acres in area and Parcel B.is approximately 8.5 acres in area. 4 .•,,• The present site is a portion of a larger area delineated by SHAPIRO in 1989 (SHAPIRO, IRO, '.- 1989. Wetland Delineation of the Container Corporation of America Site Renton, it -47 Washington.). The wetland found in this investigation is similar to but slightly larger than ':f �'k:- that found1989. ,y :� in :Lid 1'��.-�.:.+ s= Methods .0301'1c:><I.r Way Wetlands on the site were identified and their boundaries established using methods ='T-K- - described in the U.S. Army Corps of Engineers Wetlands Delineation Manual 2_Sai*:400 i : '`' _ (Environmental Laboratory, 1987), commonlyreferred to as the 1987 Manual. Wetland .4r= °= boundaries were marked with bright orange flagging labeled "WETLAND BOUNDARY" yS.att i,;WA 98104 b flagging µ} and with wire stakes with red flagging. Wetland flagging was numbered in sequential y"'7, -, order. Sample plots were established at the site. Soil was characterized by digging a hole ' Tel. hone: to a depth of at least 18 inches below the ground surface. Soil layers, or horizons, were `,206.624.9190 described with regard to the soil texture, color, presence or absence of redoximorphic } features (such as mottling or gley color formation), and organic matter content. All Facsimile: herbaceous plant species within a 5-foot radius of the soil pit were identified, and the -3 . 3. percent of the ground each covered was estimated. All shrubs, saplings, and trees within a %'206.624.1901 30-foot radius of the soil pit also were identified and their cover estimated. Data collected at each of these sample plots were recorded; data fo , .. .E-mail: � �� .shapiroi2shap.com OCT 3 0 1997 DEVELOPMENT PLANNING CITY OF RENTON • Mr. Roger Pecsok Page 2 October 22, 1997 Results A review of existing literature, including the National Wetland Inventory, Renton, Washington Quadrangle (U.S. Fish and Wildlife Service, 1988), and the King County Wetlands Inventory (King County Environmental Division. 1990), indicates that the site was not identified as a wetland at the time of the surveys. The King County Wetlands • Inventory does not map wetlands less than 1 acre in size. The Soil Survey of King County Area, Washington (United States Department of Agriculture: Soil Conservation Service, 1973) has mapped the site as containing five distinct soil series. Beausite gravelly sandy loam(6-15% slopes),Beausite gravelly sandy loam (15-30% slopes), Puget silty clay loam, Woodinville silt loam, and Urban land(soil that has been modified by disturbance and additions of fill material). Of these the Puget silty clay loam and Woodinville silt loam have been classified as hydric according to Hydric Soils of the United States (United States Department of Agriculture: Soil Conservation Service. 1985). There are two parcels in the investigated area, Parcel A and Parcel B. Parcel A is predominately a mowed grass field approximately 7 acres in area. Parcel A is bounded by Monster Road on the east and south, to the north is a commercial lot with a one story warehouse. Parcel A is relatively level in the north and northeast area of the site and then • gradually slopes uphill to the south and the west. Near the top of the southwestern slope where the grass vegetation ends is a forested area that serves as the western perimeter of the investigated area of Parcel A. The northern side of the forested hill is the property of • OPUS Northwest LLC, the southern side of the forested hill is King County Department of Metropolitan Services (METRO)property and is enclosed by a chain link fence. The ground along the fenced boundary has been recently cleared. A north-to-south trending- cleared ravine approximately 15 feet wide, 20 feet deep, and 200 feet long is at the top of the slope on the OPUS Northwest LLC property. The forested hill bisects the investigated areas of Parcel A and Parcel B. Parcel B in the northwest section of the site, is approximately eight acres in area, and is bounded on the north, west and south by Burlington Northern Railroad tracks. The eastern border of Parcel B is the toe of the slope of the forested hillside. The vegetative habitats at Parcel B include deciduous forest, scrub- shrub wetland, emergent wetland, grassland, and open water area. The topography of Parcel B is relatively level with some troughs and berms occurring throughout the site. A section in the western area of Parcel B approximately 200 feet long and 60 feet wide was recently scraped of vegetation and approximately 4 to 8 inches of soil. Mr. Roger Pecsok Page 3 October.22, 1997 Saniple Plot one was established approximately 150 feet south of the northern border and 50 feet east of the western border of Parcel B. Reed canarygrass (Phalaris arundinacea) is the dominant vegetation with trace amounts of spotted cat's ear(Hypochaeris radicata). The soils are gray (2.5Y 5/1 and 2.5Y 6/1) silt loam and silty clay loam. The mottles are brown to light olive brown (7.5YR 4/4 and 2.5Y 5/6), common and medium. The soils match the mapped Puget silty clay loam series. The soil was moist throughout the horizon_ The vegetation, soil, and hydrology at Sample Plot one are hydric according to wetland classification criteria. Sample Plot two was established approximately 150 feet south of sample plot one and 50 feet east of the western border. Approximately 60% of the ground has been cleared of vegetation. Reed canarygrass is the dominant existing vegetation with plowed remains of Himalayan blackberry (Rubus discolor) in the surrounding area. The soils are dark grayish brown and light brownish gray (10YR 4/2 and 2.5Y 6/2) silty clay loam and loam. The mottles are dark yellowish brown (10YR 4/4) common and coarse. The mottles did not occur in the top 10 inches of the profile. There were no hydric features in the upper 10 inches of soil. The vegetation is the only parameter met at Sample Plot two according to wetland classification criteria. Sample Plot three was established approximately 25 feet northeast of Sample Plot two. The dominant herbaceous vegetation is common velvet-grass (Holcus lanatus) with patches of of reed canarygrass, Canadian thistle (Cirsium arvense) and bare ground. The shrub vegetation is Himalayan blackberry and black cottonwood (Populus balsimifera var. trichocarpa) are on the perimeter of the sample plot. The soils are dark grayish brown and light brownish gray (10YR 4/2 and 2.5Y 6/2) silty clay loam and loam. The mottles are dark yellowish brown and yellowish brown (10YR 4/4 and 10YR 5/4) common to many and fine to coarse. The soil was moist throughout the horizon. The vegetation. soil, and hydrology at Sample Plot three are hydric according to wetland classification criteria. Sample Plot four was established in the northeast area of Parcel B on the bank of the open water area approximately 50 feet west of the base of the forested hill and 250 feet from the northern border. The dominant herbaceous vegetation is reed canarygrass with patches of cattail (Typha latifolia), soft rush (Juncus effitsus), nodding beggar-tick (Bidens cernua), and bare ground. The shrub and tree vegetation included bittersweet nightshade (Solanum dulcamara) and Pacific willow (Salix lasiandra). The soils are very dark grayish brown and grayish brown (10YR 3/2 and 2.5Y 5/2) silt loam. The mottles are yellowish brown (10YR 5/4) common and coarse. The soil was saturated at the surface and the surrounding Mr. Roger Pecso Page 4 October 22, 1997 area had approximately four inches of inundation. The vegetation, soil, and hydrology at Sample Plot four are hydric according to wetland classification criteria. • A wetland was identified in Parcel B in the northern area of the site. This wetland is approximately two acres in area and would be classified as a palustrine emergent. and scrub-shrub wetland. Based on the City of Renton Sensitive Areas Ordinance (undated), the wetland could be classified as a Category III Wetland because it is larger than 5,000 square feet and has received extensive human disturbance. This wetland was designated Wetland A and flagged from Al to A45 in a continuous loop. Wetland A is approximately 500 feet long and 400 feet wide at the longest points. Wetland A runs along the base of the forested hillside on the east border and adjacent to the Burlington Northern railroad tracks on the northern border from the northeast to northwest corners of Parcel B. Wetland A • crosses Parcel B from the northwest corner to the southeast border in a triangular fashion. A portion of the western border of Wetland A traverses the scraped area of Parcel B. Wetland determinations of the scraped area was based on the presence of hydric soils within 10 inches of the original ground surface assuming an estimated four inches of soil was removed during scraping. Sample Plot five was established in Parcel A approximately 100 feet west of Monster Road and 200 feet south of the northern border of the site. The dominant herbaceous vegetation is bluegrass (Poa sp.) and tall fescue (Festuca arundinacea). The soils are very dark grayish brown (10YR 3/2) loam. There are no mottles and no hydrological features. The • vegetation, soil, and hydrology at Sample Plot five do not qualify as hydric according to wetland classification criteria. Sample Plot six was established in Parcel A approximately 100 feet west of Monster Road and 200 feet southwest of sample plot five. The dominant herbaceous vegetation is common velvet-grass and tall fescue with trace amounts of soft rush. The soils are very dark grayish brown (1 OYR 3/2) loam. There are no mottles and no hydrological features. A pipe was located five inches below the surface. The settling of the earth following the installation of the pipe is likely the source of the swale topography in this area of Parcel A. The vegetation is the only hydric feature at sample plot six. The soil and hydrology do not qualify as hydric according to wetland classification criteria. Conclusions SHAPIRO delineated one wetland on the OPUS Northwest site on September 25, 1997. • Mr. Roger Pecsoi Page 5 October 22, 1997 This wetland appears to meet the minimum criteria to be considered a jurisdictional wetland by the U.S. Army Corps of Engineers: the presence of wetland plants, hydric soil, and hydrology at or near the ground surface. Any development activities that may affect these wetlands likely would require authorization from the U.S. Army Corps of Engineers. In addition to applicable federal and state regulations, the City of Renton has regulations that pertain to the altering of wetlands. Thank you for the opportunity to prepare this material for you. If you require additional assistance on this or any other project,please do not hesitate to call me or Mark Boule. Sincerely, SHAPIRO AND ASSOCIATES, INC. CaiLrgerS.°7P • Calvin Kelly Douglas Wildlife Ecologist Christopher W. Wright Soil and Wetland Scientist • • II i • TERRA ASSOCIA1 tS Inc zaa ,4_ 2, Consultants in Geotechnical Engineering, Geology t and Environmental Earth Sciences . • „IP • ‘'t February 15, 1997 O2� Project No.T-3453 Mr. Bart Brynestad OPUS Northwest LLC RECE1v 200- 112th Avenue NE,Suite 205 Bellevue, Washington 98004. • OCT 3 ® 1997 Subject: Preliminary Geotechnical Study 0 DEV E op�"� p�NN►No Oaksdale Business Park TY of RcluToiy . Renton, Washington Dear Mr. Brynestad: As requested, we have completed a preliminary geotechnical study of the subject site. The 14 acre site is located near the southwest intersection of Monster Road and South 143rd Street in Renton, Washington. An Easement Exhibit map dated August 22, 1991 shows that the site is comprised of two irregularly-shaped parcels of land (Parcel 3 and Parcel 4B) situated between Monster Road and the Burlington Northern Railroad line. A Vicinity Map showing the location of the site is presented on Figure 1. Our scope of work for this project included conducting surface and subsurface investigations at the site and preparing this letter. Our subsurface investigation consisted of excavating eight backhoe test pits at the site. The test pits were excavated to depths ranging from 7.5 to 12 feet below existing site grades. PROJECT DESCRIPTION 0 • We understand the "project will consist of construction of a business park at the site. Conceptual site development drawings are not available at this time; however, the project will likely consist of constructing several one-story to two-story office/warehouse structures with associated access drive and parking areas. The presence of sloping terrain at the site indicates moderate grading will be required for construction of building pads and access driveways. The project may require the placement of deep utilities in order to establish utility line gradients at the site. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821-7777 . - • Mr. Bart Brynestad February 15, 1997 SITE CONDITIONS We conducted our field investigation on January 22, 1997. The following sections summarize the results of our exploration. - Surface The site is bounded to the east and southeast by Monster Road and a METRO sewer treatment facility. Warehouse facilities bound the site to the north. The Burlington Northern Railroad right-of-way bounds the site to the southwest. An approximately 2-1/4 acre parcel owned by METRO extends northwest of Monster Road and bounds the southern part of the subject property. A 15-foot wide water easement and 60-foot wide railroad easement run along the eastern and western parts of the northern property line, respectively. The site is situated on a hill surrounded by the Green River valley floor. Most of the eastern portion of the site (Parcel 3) is open with nearly flat to gently sloping ground extending to the east and north. These slopes steepen to a gradient of approximately 3:1 (Horizontal:Vertical) at the southern margin of Parcel 3 and lead off of the site toward the hill's peak on the adjacent METRO property. The northern margin of the site slopes downward toward the neighboring warehouse facility properties , at an overall inclination of approximately 2:1. This slope continues westward into Parcel 4B where it turns southward and runs toward the Burlington Northern right-of-way at the site's southwestern margin. The slope's height ranges from approximately 40 feet at the northeastern corner of the site to 100 feet within Parcel 4B. In the vicinity of Test Pit TP-1, we observed a north-south trending, approximately 30-foot wide mine adit that formed an excavated trough extending down the face of the slope toward the northern property line. We also noted an approximately six foot square opening in the ground east of the adit that was partially obscured by berry brambles. The opening appeared to be a mine exploratory or ventilation shaft. The approximate locations of these features are shown on Figure 2. The presence of the shaft and potential for additional shafts in the area prevented a detailed examination of the slopes. The southern part of the site contains southwest-facing slopes standing at grades of up to 3:1. Relatively level areas are located adjacent to the top of a near-vertical 30 to 40-foot high cut made for construction of the adjacent railroad. The cutslope appeared to expose weathered sandstone and did not show any seeps, springs, or significant signs of instability. Portions of the cut were draped with chainlink fencing to provide protection against rockfall. • Project No.T-3453 Page No. 2 Mr. Bart Brynestad February 15, 1997 A flat, marshy area is situated between the railroad spur and Burlington Northern line within the northwestern corner of the site. At the time of our visit, standing water covered most of this low-lying - area. Minor standing water was also noted at the eastern part of the site. No signs of recent surface water runoff or erosion were noted during our visit. Vegetation at the site consisted of wild grasses and berry bramble within the open, eastern part of the site. Mature coniferous and deciduous trees, and occasional blackberry brambles covered the western sloped areas. • • Subsurface Test Pits TP-1 through TP-3, excavated at the southern portion of Parcel 3, showed topsoil/fill consisting of organic sandy and clayey silt to depths ranging from 1 to 2.5 feet below the ground surface. The organic layer was found overlying variably thick layers of sandy silt, clay, and silty clay that was stiff to hard. The silt and clay extended to depths ranging from four feet in Test Pit TP-2 to 8.5 feet in Test Pit TP-1. We noted a layer of coal positioned between the overlying clay and underlying highly weathered sandstone in Test Pit TP-1. Dense to very dense till-like soils consisting of silty very fine to fine sand with gravel, cobbles, and sandstone clasts were observed to the total depths of Test Pits TP-2 and TP-3. - Test Pits TP-4 and TP-5 showed 1 to 1.5 feet of topsoil overlying medium dense to dense silty fine sand and sand with silt to depths of 11 feet and seven feet, respectively. These sandy soils represent sandstone that has completely weathered to a residual soil. The sand and silty sand were overlying soft, highly weathered, fractured sandstone and siltstone. Test Pits TP-4 and TP-5 were terminated within the highly weathered rock. • We observed fill consisting of organic silt with clay to a depth of two feet within Test Pits TP-7 and TP- • 8. In Test Pits TP-6 through TP-8, the fill and topsoil were underlain by variably thick layers of medium dense silty sand, stiff to very stiff clay, and medium dense silt. The silty sand contained gravel, . sandstone clasts, and occasional boulders. Test Pits TP-6 and TP-7 were terminated within moderately to highly weathered siltstone and sandstone. We observed groundwater seepage of varying intensity during excavation of all of the tests pits except Test Pit TP-5. In most cases, the seepage was perched within a relatively permeable soil or weathered rock horizon overlying a relatively impermeable material. Detailed descriptions of the soils encountered during our investigation are presented on the Test Pit Logs, Figures 3 through 6. The locations of the test pits are shown on the Exploration Location Plan, Figure 2. Sieve analyses were conducted on three of the samples. The sieve results are presented as Figures 7 and 8. Plasticity characteristics were determined for two of the fine-grained soil samples. The results of the Atterberg limits tests are shown on the Test Pit Logs. • Project No.T-3453 Page No.3 Mr. Bart Brynestad I`� February 15, 1997 The Geologic Map of the Renton Quadrangle, King County, Washington (D.R. Mullineaux 1965) shows rock units consisting of the Renton Formation(Tr) mapped at the northern portion of the site. Rocks of the middle and upper members of the Tukwila Formation(Tta and Ttu) are mapped at the southern part of the site. A fault is shown as the contact between the middle and upper members. GEOLOGIC HAZARDS • Coal Mines • We contacted Timothy Walsh of the Washington State Department of Natural Resources to obtain information regarding the coal mining history of the vicinity of the site. According to Mr. Walsh, a small coal mine(Diamond Mine) east of the site adjacent to the east side of Monster Road operated between 1927 and 1931, and produced about 6,300 tons of coal. A map of the Diamond Mine indicates the westernmost workings may extend under the eastern margin of the site. In 1984, a collapse over the workings occurred and was subsequently filled under supervision of the Office of Surface Mining. A review of Preliminary Geologic Map and Brief Description of Coal Fields of King County, Washington (1945), by W.C. Warren et al shows the location of the Diamond Mine and four "coal prospects"east of the site adjacent to Monster Road. A fifth prospect is mapped at the subject site in the approximate vicinity of the workings observed during our field investigation. . Based on our literature review and field observations, we believe there is a high potential for the presence of abandoned coal mine workings beneath the site. Development at the site should consider the potential impacts to structures and roadways from the presence of underground workings. The hazard in' this area involves the potential for surface subsidence to occur if an existing void or opening closes by natural processes. The potential for subsidence is dependent on many factors, including the dimensions of the mine workings and the strength and deformation characteristics of the overlying strata. _ We recommend conducting a detailed coal mine hazard evaluation at the site. Currently available field data suggest the effort should be concentrated within the northern portion of the site. The evaluation would involve drilling several test borings or using other appropriate exploration methods at the site in order to locate voids or evidence of collapsed voids. We would be pleased to work with you in developing a scope of work for a coal mine hazard study. Steep Slopes The site is primarily underlain by competent soils and weathered rock. In addition, there were no observed signs of large-scale slope instability at the site. Accordingly, we believe that with buildings. and roadways setback suitable distances from slope edges, there will be minimal adverse impacts to the existing stability of these slopes. Project No.T-3453 Page No."4 Mr. Bart Brynestad i. February 15, 1997 Past grading associated with mining activity has occurred in sloping areas at the north-central margin of the site. Portions of the slope may be oversteepened by removal of overburden and underlying coal • deposits. Moreover, depending on their size, location, and extent, the presence of mine workings in the area may present unique geotechnical problems relating to stability of the slopes. Once a coal mine hazard evaluation and topographic survey of the site is completed, slope stability analyses will be required to establish suitable structure locations and setbacks. Seismic . In the Puget Sound area, most damage occurring during earthquakes is caused by ground shaking and ground failure. Damage is typically more severe in areas underlain by loose and saturated fine-grained sediments. Because the site is underlain by competent soils and rock, we expect the relative hazards to structures due to earthquake-induced ground motions to be small. In addition, the potential for. liquefaction-related impacts to the structures is small, due to the absence of loose, saturated sand deposits at the site. The Puget Sound area falls within Seismic Zone 3 as classified by the Uniform Building Code (UBC). Based on the soil conditions encountered and the local geology, Table 16-J of the UBC indicates a site coefficient of 1.0 should be used in design of the buildings. DISCUSSION Based on our field investigation, we conclude that from a geotechnical standpoint, development of the site is probably feasible. The proposed office and warehouse buildings may be supported on conventional spread footing foundations bearing on competent native soils or on structural fills placed above competent soils. However, as discussed above, the potential for underground mine workings could significantly impact site development in terms of mitigation costs and building locations. A full detailed study to identify these conditions should be performed prior to proceeding with development design. We anticipate grading at the site would involve cuts located in the higher southern portions of the site and fill placement for building and parking areas occurring within the northern portion. Fill materials obtained from cut areas will consist of clays and glacial till containing 40 percent or more of silt and clay size particles. These materials will be extremely difficult to compact to a suitable unyielding state due to their sensitivity to the prevailing moisture conditions. You will also likely encounter weathered sandstone during grading at the site. Our sieve results indicate some of the highly weathered sandstone also contains silt and clay, which will present similar problems with regard to moisture sensitivity and compaction. Project No.T-3453 Page,No.5 Mr. Bart Brynestad February 15, 1997 • You should be prepared to stabilize the clay soils with cement or lime in order to improve compactibility and provide increased strength to these materials. Alternatively, you may import pit-run material to the site for use as fill if suitable stabilization of the on-site soils or weathered rock cannot be achieved. Cut areas with exposed clay and till subgrades will require protection with a layer of crushed rock or lean mix during construction. In addition, you should plan on amending clay subgrades with cement or subcutting them 12 inches and restoring grade with a granular base for support of pavements. Based on our field observations, we do not expect unusual difficulty in excavating the weathered siltstone and sandstone. However, though the weathered sandstone was excavatable to depths reached with a backhoe, harder material would probably be found at greater depths. Cut and fill depths for the project may be limited in some areas by the presence of harder rock. The difficulty in excavating the harder rock may impose constraints on the placement of some utilities, if deep excavations are required to achieve desired utility line gradients. Groundwater seepage at the site indicates that temporary and permanent subsurface drainage measures may need to be implemented for the project. We appreciate the opportunity to provide geotechnical services to you on this project. We trust the information presented is sufficient for your current needs. If you have any questions or need additional •information,please call. Sincerely yours, TERRA ASSOCIATES,INC. Y''//' b y tu "P. Tob " Kevin P. Roberts, P.E. J. se 4 Project Engineer 7•41,4 190 fa /461? Theodore J. Schepper, 26742 Principal Engineer 3 4t6ornrs$9.�y:ST KPR/TJSam JocPIRES b1181 a'i " Encl: Figure 1 - Mdp Figure 2 - Exploration Location Plan Figures 3 through 6-Test Pit Logs • Figures 7 and 8 -Grain Size Analyses Project No.T-3453 • Page No. 6 ! I • 2 \ \ _RD ' t o: al 1.. ...•.; -• /� „;,I ' - • I ,attys m, \\ \ 1. ^'WM& •• sT r!, Qe '� .,L• . „ "'ltiatan, -:s••,.. ' e: s�frir.g- '/y\% 13 \. 5 r s s In sr 0 0� S 'S FS LIB ifill •• s \\\ r—;r�_ sr,.4 -CN S�V:• M 4 ,a r..�f n :s i I\Y C ` R>¢ 4 �, d• —`\s I r— <'I I8 •f , Mai y O r I:sr, a A. 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I v ST _;» :, PAWN. Y .., ,. S 1 I .I, :`38TN.._s ST 1 ...i /• •,�u 37 I zzii ' •P 179TH' 'IR` NIOIAJIp D• T -� / - SV EA A4}I ST Fii. ,: -:.Irq„'7 s •_� _ s o ! RI LLA 3 sw 41ST n . t Ali ' ' t REFERENCE: THE THOMAS GUIDE, KING COUNTY, WASHINGTON, PAGES 655 AND 656, 1997 EDITION. VICINITY MAP motplERI TERRA OAKSDALE BUSINESS PARK tilis:friQlsaias\ ASSOCIATES RENTON, WASHINGTON • Geotechnical Consultants Proj. No.3453 I Date 2/97 I Figure 1 Monster Road SW. -- APPROXIMATE SCALE 200 i' \ 2 - . . 0 200 400 feet / TP-4 61 TP-3 / / TP-5 / / . / 1 SI 'ARC TP-2 // / L__ ARCEp 3 �.. 1 •// TP-6 - TP-1 / � I o� — MINE. OPENI ? // A — - TP-7 / \\ MINE SURFACE ADIT / , 7 , 23 . i LEGEND: o \� : FARCE L L-- Ni APPROXIMATE TEST PIT LOCATION �, PARCEL_ 4-A 1 �V gti9r • I I ,� REFERENCE FARCE 2 ` / 6. \ �o' � 1. SITE PLAN PREPARED BY BUSH, ROED & HITCHINGS, INC.,\ �,� JOB No. 89219.04, SHEET 1 OF 1, DATED \ / tip° 1/31/90, LAST REVISED 10/19/90. 7 2. SITE PLAN PREPARED BY BUSH; ROED & HITCHINGS, \\ / �' 4�'G��� I 90, LAST REVISED 89219.06,C., JOB No. 2 SHE 90. 1 OF 1, DATED wee, Sk. -- - Ir EXPLORATION LOCATION PLAN tiG6g°' - !``}z~:: TERRA OAKSDALE BUSINESS PARK C' . .r:``���\ ASSOCIATES RENTON, WASHINGTON .' 'otechnical Consultants Proj. No.3453 I Date 2/97 I Figure 2 • Test Pit No. TTP-1 • Logged by: KPR , Date: 1/22/97 . • • - : . _ . . : • Depth •USCS/ . (ft.) Graph Soil Description • (oW TOPSOIL/FILL: Dark brown organic sandy SILT,very soft;moist. 1.1,1Ili,.1,.1I III 111 • CH- I/ Light gray-brown, mottled CLAY, fractured with•original laminated • ll�� structure, stiff(qu=1.5tsf),moist, medium plasticity. 37.1 . - 5ft // . / Light gray, mottled silty CLAY With siltstone and coal inclusions, CL stiff(qu=1.5 tsf), fractured texture, moist, low plasticity. 35.5 Black COAL, fractured, moist,very soft. _ 10— • /Gray very fine grained SANDSTONE,widely-spaced fractures, '\ 'A\'/'\ highly weathered, soft, moist. • _ Test pit terminated at 12 feet. • •• • • - . - - Light and moderate perched groundwater seepage observed at 2 feet and 10 feet, respectively. No caving. •• 15 . • • Test . Pit No. TP-2 • Logged by: KPR . . . . • Date: 1/22/97 • Depth USCS/ W (ft ) Graph Soil Description (%) . • OL t TOPSOIL/FILL: Dark brown.organic silty sand with few gravel • SM inclusions and occasional buried wood, loose, moist. ML Brown, mottled sandy SILT with clay, stiff(qu=2.0 tsf), moist, 28.1 low plasticity. • • 5—,i* <`:, Gray-brown silty very fine SAND with gravel, occasional cobbles, • . - > and clasts of highly weathered sandstone,very dense, moist. • €``i ""! (Glacial Till) • ill Itii ii!i• • • • 10— €` !< ' 16.0 Test pit terminated at 11 feet. Very light perched groundwater seepage at 4 feet. - No caving. • • 15 TEST PIT LOGS .:_ : TERRA OAKSDALE BUSINESS PARK ASSOCIATES RENTON, WASHINGTON iiiii\aoribnasGeotechnical Consultants Proj. No. T-3453 Date 2/97 Figure 3 Test Pit No. TP-3 • Logged by: KPR . .Date: 1/22/97 - - . Depth USCS/ • •• eft'' Graph Soil Description, �oW OL0 TOPSOIL: Dark brown organic clayey silt,very soft,•saturated. 1 JI /ll Gray, mottled silty CLAY,fractured, stiff(qu=1.0 tsf), moist, • I4, • u7/ low to medium plasticity. 35.6 _ Brown to blue-gray, mottled clayey SILT with occasional organic 5 fibers, laminated,very stiff to hard (qu=3.0 tsf), moist, medium LL=59 MH plasticity. 45.6 pL=35 P1=24 1 • iili $i Ili z:i!i Gray, mottled silty fine SAND with few gravel inclusions, occasional <: SM ;�; cobbles and rare 24 inch boulders, dense,wet to saturated. (Till-like) _ _ 24.2 - Test pit terminated at 12 feet. Ponded water at surface. • ' . - Moderate groundwater seepage at 8 feet. No caving. • 15 • • • • Test Pit No. TP-4 Logged by: KPR . Date: 1/22/97 Depth USCS/ • W • • (ft.) Graph Soil Description o •• . TOPSOIL. • .41`*:•I>.: :i] Red-brown(oxidized)silty fine SAND, medium dense, moist, SM `Kz 17.2 , ::::1::.:1:,,;i;] (completely weathered sandstone). }:..:;r.:fs.,:.>: Light grayorange (oxidizedlayers)• ��;��,,..��•• :: g to la ers fine SAND with silt, dense, 5—';{�:;:%'r��<:; > moist becoming saturated at 8 feet(completely weathered 13.9 :W.. ` ' sandstone ii'>SP-SM igt_f . 10—' 1 =- Gray to orange(oxidized zones) highly weathered SILTSTONE, 19.1 . ._ soft, bedding structure, occasional fractures; moist. - Test pit terminated at 13 feet. 15— Heavy perched groundwater seepage at 8 feet. No caving. . TEST PIT LOGS TERRA OAKSDALE BUSINESS PARK RENTON, WASHINGTON • • ASSOCIATES • Geotechnical Consultants Proj. No. T-3453 Date 2/97 Figure 4 . . .. • . • . • ' . - . ., . • . . • _______,., • . -. ___ . . . . . .. , C • . . •• - • •11' ) • • „ . .. . . • . . ,. . •. . . . . . . .. Test Pit No. •TP-5 • . . . . • .• . . . .. . . . , . ... . . .. . . • : . . Logged by: KPR . .. " . , .• • . , • . • . _, . Date: 1/22/97 • • , . • : • • • • . .. • . . . • • .- • . Depth USCS/ , . . • - .. W (ft;') Graph • Soil Description . (%). • 0 AlinA, , • ..,n pT tA 0 TOPSOIL: Dark brown organic sandy silt,wet. - • . - ..-• •• - 1 i,intA i,i: . .. ,4 Tan to orange (oxidized) silty fine SAND with trace gravel, medium 232 -:•::::::!:i:::::i**.::i 1 • • ii]!ss dense to 4 feet becoming dense, moist to wet. (completely -,... ii:''''"t,::•K weathered sandstone).SM - .. 1 5--:.: i:i:::i:i:i: :ii . • .. . , • 1] n ii Ii Ii Ii Ii - . , . . Brown to orange-brown (oxidized stains)SANDSTONE, highly . . - . weathered, bedding structure,thin coaly seams,very fine grained, soft, moist. . . . . - • 19.8 i - . 1 - Test pit terminated at 11 feet. • - • 1 • - - No groundwater seepage or caving observed. . • . • - 1 , . 15 . • • 1 . . . . Test Pit No. TP-6 , . . , Logged by: KPR . • • .. . ..• Date: 1/22/97 • . . • • • . , . - Depth . . • 1 i USCS/ . .(ft • W - •.' Graph Soil Description • • (%) .• 1 -R II;NINI (o to 8 inches TOPSOIL) - i: :iE::i:i::i::i:;:i:: • . . . . :::i:i: :!::!:i :::: • , . • iii i'.-ii H: Brown silty very fine to medium SAND with clasts of sandstone, 31.4 i,SM 4 foot boulder at 4 feet, disturbed texture,dense, moist - • .. .I li!: liiit i]::g becoming saturated at 6 feet. . . Y 5—k "fit -yAkifil!Ui • - ' - _ . _. • . , . — . Yellow-tan fine-grained SANDSTONE, massive, highly weathered, 15.6 . - soft, moist. I • . . 10— . . - Test pit terminated at 9.5 feet. - Moderate perched groundwater seepage observed at 6 feet. : . - No caving. 15 . . . • • • • • TEST PIT LOGS • TERRA OAKSDALE BUSINESS PARK ...::::,,,••• ""• ASSOCIATES RENTON, WASHINGTON 6\itiormini Geotechnical Consultants • • •Proj. No. T-3453 Date 2/97 Figure 5 • , . - 1 . , _, . „ Test Pit No. -113-7 ' . : . . Logged by: KPR . • . . Date: 1/22/97 . • _ _ • Depth • (ft.) USCS/ . • : Graph Soil Description - , 0 ;,;.;,;.;,..•..,...,;.;,;.;, FILL: Dark brown organic silt with clay, soft, moist, low plaetiCity. - • - :::::: "" Gray, mottled clayey SILT fractured,very stiff, (qu=2.25 tsf), LL=60 - moist, medium plasticity. 28.3 PL=41 5 — II , . PI=19 • - Brown-gray,mottled sandy SILT,very fine sand, medium dense, - non-plastic,wet to saturated. Y_ ML 1 26.9 10 1 , - =__—,-- ::,:i' Dark erav SILTSTONE.fractured.moderately weathered,soft.moist. Test pit terminated at 10.5 feet. - • Perched moderate groundwater seepage at 8 feet. _ No caving. 15 Test Pit No. TP-8 Logged by: KPR . • Date: 1/22/97 - Depth (ft ) USCS/ W . • Graph Soil Description - (%) • : . -:::::::: OL :::::::: FILL: Dark brown organic silt with clay, soft, moist, low plasticity. 21.1 Gray, mottled CLAY, fractured, thin laminae, stiff(qu=2.0 tsf), __4"cl..) moist, medium plasticity. 25.7 , 5 / Y -t Silty very fine to medium SAND with gravel,clasts of weathered -,- SM Ei:!- sandstone and occasional 2 foot boulders, dense, saturated 15.8 becoming moist at 7 feet. ji A 10 ' - ii - Test pit terminated at 10 feet. - Very light groundwater seepage and caving observed at 6 feet. 15 TEST PIT LOGS TERRA OAKSDALE BUSINESS PARK ASSOCIATES • RENTON, WASHINGTON • Geotechnical Consultants • Proj. No. T-3453 Date 2/97 Figure 6 • SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH, U.S. STANDARD GRAIN SIZE IN MM \\ \\-. -i \ . O O O O O O O S p p p p p O N O O O O Ol 4► W N O O) W N _ 100NO) 4► W IV N.)P ...) 4.CO N CO A i► 0 90 ■i■■■1■1111.1 ■■■ 11111ii111111 '■ 10 _•■i■_11111■■_■MWIft_!.■11111 111111■■■ rn 80 ■■■■11■11■■■ gsa1 20 m IIIIIIIMI i�■■11111 111111■1 o D 70 ■■■i■1■■1■■■■�K■UNI 11■■■ i!!11■■■■ 30 C c --I —I 60 MINI1111111111 40 c7 ,. cn Z ■11■1■11 ■ xl 50 !l■NI■■1■■■ 50 X3.� mid.-�..�� - M... .■-IMEM .. UIMIM-c ______'Niuii_11111111=- 40 ■iiiiliil1111MI --■■ !, I Ii■ IlIIIIi■■ 60 o. = 30 ■■ 11 ■■■ M , ■M Milan. m w o 20 ■■■■ ■11■■ ■■■ Illii 111111■■■ 80 ---- ::1 0 xi 10 — —- — — ' D 90 o p1- Z CAD Zr'1 0 I 11 I I I l II I I l I I 11 I I 11 I I I II l l 100 IV CD RI O O O O O O OC) O, -P W N -. :P' W N •-b b b W b O O O O O b • v > rT� 8 8 O GRAIN SIZE IN MILLIMETERS CD 0, W N g D z......, ..__I cmn Z ' COBBLES COARSE I FINE COARSE 1 MEDIUM 1 FINE o cn GRAVE �D FINES w in Oz> Boring or Depth Moisture • 73 Key Test Pit ft. USCS Description LL PL ( ) Content (%) V • TP-2 10.0 SM silty SAND with gravel 0 TP-4 2.0 SM silty SAND with some gravel • • SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH, U.S. STANDARD GRAIN SIZE IN MM \S \\\\. A On O 0 b O O b b O O S S S S ►v 0) (A is) 4A - 4.coOD N co'''''OD .A .A• O O O 0 0 O 0) .�► (A is.) -,CO 0) -in (,1 IV _ :; 100 � 0 ( 1.. — 0 - j � l 80 20 _IJ g• (n � _ rn o O A m - c) C7 D n 70 30 o rn 2-- _ 60 40 C7 Z . _ OD 50 ; 50 UU) 33 - i m CD \k' M < 40 60 C D — 0. G7 30 70 fT1 _ - G7 o ---I - — _ ' 2 - —I c,, 20 _ . . - - - 80 cu'11 �D _ Z o 73 10 90 > 0 rr- Z1'l p(p.1 i pli ii ipp i �ill .i ri i IIIIi l 1 1 1 1111 100 N ,co N O O O o O 0 0 NO O OD O) 4P W N -+ Oo Cl P (,1 IV b 2i 52 W N O O O O O O S CO �U, rri GRAIN SIZE IN MILLIMETERS co Ir .� W N =Z z COARSE SINE COARSE I MEDIU I FINE 2 Di > COBBLES GRAD FINES Z m Key Boring or Depth USCS Description Moisture LL PL • Test Pit (ft.) Content (%) co • TP-6 3.0 SM silty SAND • . **************************************************************** City of Renton WA Reprinted: 10/30/97 11:51 Receipt **************************************************************** Receipt Number: R9706939 Amount: 1, 500 . 00 10/30/97 11:49 Payment Method: CHECK Notation: #1377 OPUS NWEST Init: LMN Project #: LUA97-163 Type: LUA Land Use Actions Total Fees : 1, 508 .32 This Payment 1, 500 . 00 Total ALL Pmts : 1, 508 .32 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81. 00 . 0007 Environmental Review 500 . 00 000 . 345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 II 'n- ,63 Cyr PRELIMINARY TECHNICAL INFORMATION REPORT FOR LOWER MONSTER ROAD City of Renton, Washington OCTOBER 1997 Prepared For: Opus Northwest LLC 200 - 112th Avenue NE, Suite 205 Bellevue, WA 98004 Prepared By: David W. Spiller, P.E., Project Engineer Reviewed By: Allan E. Bessette, P.E., S.E., Principal 97294.10 RECEIVED OCT 3 0 1997 DEVELOPMENT PLANNING CITY OF RENTON C I V I L & S T R U C T U R A L ENGINEERSAPLANNERS A PRELIMINARY TECHNICAL INFORMATION REPORT FOR LOWER MONSTER ROAD City of Renton, Washington OCTOBER 1997 Prepared For: Opus Northwest LLC 200 - 112th Avenue NE, Suite 205 Bellevue, WA 98004 Prepared By: David W. Spiller, P.E., Project Engineer Reviewed By: Allan E. Bessette, P.E., S.E., Principal 97294.10 A. `•''�" fit'.. �,� `✓i -- Ct, t`r•7kf��A3� �K-r1 p6 _ 1 PRELIMINARY TECHNICAL INFORMATION REPORT FOR LOWER MONSTER ROAD City of Renton, Washington October 1997 Prepared for: Opus Northwest LLC 200 - 112th Avenue NE, Suit 205 Bellevue, WA 98004 Prepared by: David W. Spiller, P.E., Project Engineer Reviewed by: Allan E. Bessette, P.E., S.E., Principal 97294.10 This analysis is based on data and records either supplied to, or obtained by, AHBL. These documents are referenced within the text of the analysis. The analysis has been prepared utilizing procedures and practices within the standard accepted practices of the industry. AHBL, INC. _ , a TABLE OF CONTENTS SECTION PAGE 1. Project Overview 1 2. Preliminary Conditions Summary 2 3. Off-Site Analysis 2 4. Retention / Detention Analysis 3 5. Conveyance Systems Analysis 3 6. Special Reports and Studies 4 7. Conclusion 4 Appendix A Figures Figure 1 Vicinity Map Figure 2 Preliminary Site Plan Appendix B Preliminary Drainage Calculations Appendix C Agreement and Calculations for the Regional Detention Facility- 1 1. PROJECT OVERVIEW Opus Northwest is proposing to develop parcel 4B (tax parcel number 24234- 9123). The parcel is located near the southwest intersection of Monster Road and South 143rd Street in the southwest quarter of the southwest quarter of Section 13, Township 23 North, Range 4 E, Willamette Meridian (Figure 1 - • Appendix A). The parcel consists of 8.51 acres of second growth forest and generally slopes to the north with slope varying from 2 percent to 50 percent. The highest elevation on the parcel is located along the north property line with an elevation of 120 feet. The lowest elevation is located in the northwest corner of the property with an elevation of 18 feet. The Opus Northwest plan is to construct a 43,258-square-foot office and warehouse facility on the parcel with a 40,858-square-foot building footprint. The facility will include approximately 56,794 square feet of drivable impervious area with a total of 45 parking spaces. The construction will include grading a level building pad. Access to the site will be at one location off of Monster Road. Stormwater runoff currently generated by the site flows into the recently- ' constructed Plumbers and Pipefitters Trust regional detention facility located northwest of the parcel. The facility was constructed to provide stormwater detention for the Metro parcel and parcels created by the Blume Large Lot Subdivision. The regional detention facility is covered by agreements and easements on file at the County Recorder's Office (Appendix B). The drainage will be collected by an on-site storm sewer. The post-development 9 runoff generated by the impervious drivable surface will be conveyed to a structure where the 2-year peak flow will be directed to a biofiltration swale for treatment. All flows greater than the 2-year peak flow and stormwater runoff collected by the roof downspouts will be conveyed to the regional detention facility without treatment. The City of Renton Standards (King County Surface Water Design Manual) do not require stormwater runoff treatment for flows AHBL i - greater than the 2-year peak flow and flow not generated by or crossing impervious drivable surfaces. No detention or retention will be provided as part of the development of this site. - All detention or retention requirements are met by the regional facility which included this site in the sizing of the facility. The calculations and areas used to size the facility will be discussed in Section 4. Detention Analysis and Design. 2. PRELIMINARY CONDITIONS SUMMARY i , i Opus Northwest is currently seeking SEPA approval for the proposed development. As part of the SEPA process, several required permits or conditions may be placed on the development of the site. These issues will be discussed in the final drainage report for the project. The soils on site consist of beausite gravelly sandy loam based on the Soils Conservation Service's King County soils map. These soils are hydrologic group type C soil. Additional soils information is provide in the soils report prepared for the site by Terra Associates and included in the submittal for the project. j 3. OFF-SITE ANALYSIS The site currently receives off-site runoff from a small tributary area located north of the site, approximately 0.54 acres of second-growth forest. The runoff generated by this tributary area currently sheet flows across the site and eventually to the regional detention facility. Under the proposed conditions, the off-site flow will be collected by the on-site storm sewer and conveyed to the stormwater treatment biofiltration swale. The proposed drainage system for the site will collect the tributary and on-site runoff and discharge the flow to the regional facility. Stormwater treatment will be provided for the driving surfaces as discussed earlier. The sizing and AHBL 2 discharge from the regional facility is discussed in Section 4. Retention / Detention Analysis. 4. RETENTION / DETENTION ANALYSIS As discussed in previous sections, all runoff generated by this site will be conveyed to the regional detention facility located northwest of the site. The facility is covered by an agreement on file at the County Recorder's Office (Appendix B). The regional detention facility was sized based on a total impervious area of 25.5 acres of which parcel 4B would contribute 2.40 acres of impervious area. The proposed development will create a total of 2.24 acres of impervious area. Since the proposed impervious area is 0.16 acres less than the detention facility was designed, therefore, no detention or retention facilities are planned or required by ordinance as part of this development. All the required detention or retention required is provided by the regional facility. 5. CONVEYANCE SYSTEMS ANALYSIS The conveyance system will be designed to meet the requirements of the King County Surface Water Design Manual. We are currently proposing separate conveyance systems for the parking lot and roof areas. The conveyance system for the parking lot will direct runoff to a structure that will divert the 2-year, 24-hour peak flow rate to a biofiltration swale for stormwater treatment Preliminary calculations estimate the 2-year, 24-hour peak flow to be i 0.77 cubic feet per second. To treat the estimated flow, the biofiltration swale, assuming a flow depth of 3 inches will need to be 7.7 feet wide at the bottom with 3:1 side slopes. The preliminary site plan shows the proposed location for the biofiltration swale (Figure 3; Appendix A). Runoff generated by the roof and landscape areas does not require stormwater treatment prior to release. Therefore, the conveyance system for the roof will bypass the biofiltration swale. AHBL, 3 I ► 6. SPECIAL REPORTS AND STUDIES A soils report has been prepared for the site and is included in Appendix B. Additional studies may be deemed necessary by the SEPA process. If any are required, they will be included in the final Technical Information Report. 7. CONCLUSION - I Opus Northwest development plan for parcel 4B of the Blume Large Lot Subdivision includes construction of a 43,258-square-foot warehouse and office building with 56,794 square feet of drivable impervious area. Stormwater runoff generated by the driving surfaces will be collected and conveyed by an on-site storm sewer. Flows less than or equal to the 2-year, 24-hour event will be diverted to a biofiltration swale for treatment. Stormwater runoff generated by the roof does not require stormwater treatment and will be conveyed in a separate storm sewer system which bypasses the biofiltration swale. Stormwater detention will be provided by the Plumbers and Pipefitters Trust's regional detention facility. The regional facility was designed to detain stormwater from this site and other adjacent parcels. Therefore the preliminary development plans satisfy or exceed the City of Renton's requirements for storm drainage. AHBL, Inc. David W. Spiller, P.E. Project Engineer DWS/wsn 9729410.rep October 1997 AHBL 4 APPENDIX A Figure 1 - Vicinity Map Figure 2 - Preliminary Site Plan AHBL I I - ' 1 11 II .r 2r•nl SF 1 / !s, V Si2S S7 • CS<r'S t,. PSI LIS �,I �1 ' I -1 R.--- •� �, 5 sM s BE'cQy 1I/yy`.� tr S�; • ` `r 1 1 i =-� tN r �; S S ' i� s inrli,�' r —S—� a. +v A - 4. ;1�— ,'4 7 •d �rN :l .fhlii S$r• '�✓ (z$f}f { $T 4- 2 ST u41 tm.2• �� S I• Sr :1 :/' '<s`t29Tk J PL,I< S 129Th ST < q� x II i .17 O\\ f� 4y 41E^ „ sd s* m sr yi � na S '1 L KsT : , v s, NA MANS y p' ��NU �ryF s 173PD m►'4 __ 2!O u �s Q �Ng I s r = ' 14' % , I I3" ' i -.■ � - .• ' a o sr a 31"ilj/ •` ,r •: p 'f •l "` : IVY 400 t7Bi $4 . `1 ".I . "..�+:a \ r sr _ - is ' ON —; ..- . `b - `,r. ;s; -:rs •` \\ • ..r • ,.;-; . gap` S • 1 scao -..C.:Sf.,...7_5?::::,..t.:%,7.::•••• -.47%1...I...., "...I.., .. -.,-...: ss r .. ,,, ... 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Ins' ■ g ` S/ -.I% .� Sv 3LM•I i100 r a - \ rr .. 33R01 sir am ST 1 N s • • T CLitAORAT il \ 181 .? sr OAr - SW 4411I - sr - �.�Q'.. °�$ fI sum �j • r _ 1 • I `' '/LNG t ''I....1..j tf: ' / . - ' . ,-.•-•ST ?�: SW 39rIr ST 1 I' * .•• I I . , . • + / ,__, [178TH -• f _ Sixas OR '1 t. • O R T I-.i A . - 1 I I 11 I r �,'-- - I AHBL VIC ! tiiTY M +P 5 CIVIL d STRUCTURAL ENGINEERS LAND PLANNERS•LANDSCAPE ARCHITECTS 2_4 NORTH 300, SUirE 300•TACOMA.•N+ 98.03 I I 12001 383.2422 • FAR 12001 352.25'1 • • • a� \� iy3 tip / it 1 I ;Ni',il' 4. 81 ! 4tbb' 9 Q R,o4:9:C*4:':':'',".;:"::..:."."'el''._'_; s . iti`„.'%,'/ \1 64602 r r-1 z s-i, -•' ' , 4` ,` (4 Y 4 ° it Y 1 II O 'P \ \, \ 4 f6 e, - -. .'./);-Y:. .° lirliii/49 t .‘. .`,......: , iii11,11...- 6 ,ifigi ....f) •\ ..\ ,••:' ' .,-:-;.,",,' ' -...iwriet - ,. • -, it/ ,., -. ‘ 4 -i ,-. ‘"c—,ri ' , .,,,,,,.....'..''-,--..'..,-'r-7.eO/V-/..;z,,„,. • It \''''..T\ .••..,_ _.... ... ,._ A-- . _ ............. ..:.„,..: . • .„.. , . aoa s m'4 J .. er/ •o' _ :, D � ovoa ss3:a F - - _ `,_ _, /I, z/ _ - •••••„;,,:,,,,,,,•/, - . d ,(/ • ,.„,, r r : %t:: : . •''" — 't. / / / . • / ; • ' • . ', . 1. : ::, ../ , , ,..;: 411 i.,,) i f• ' ./. • 7. ,c fit• ;x'•S +` to.12 / / ,i e,n 1r \ r\ Z. 11 /I lg /a`'1 000........... ah Ill. V P1•I.Y11 .� IHIBL.J a *2 1 Opus Northwest LLC iigg i I<<r` ,y - 0 0 ., a Lower Monster Road 7��A�i ; a as 0*... ; Rrfdlnp Plan ;q�2 6 ^ h CIVIL a S T R U C T U R A L -- CU 0 Opus Northwest LLC / 1 a �yy° ENGINEERS•PLANNER S or 200-1121h AV..NE. Sun*205. Bellew*.WA Y0004 420.463.4100 _ • r i1�1=,',!t'tt a.a lw Ix u w---1 R.vl.ltt„ NI. 04141 ^^'Am )a.-rn.- I , t__I APPENDIX B Preliminary Drainage Calculations Is AHBL i Size Biofiltration Swale Flow 0.77 cfs slope (s) 2.00% (bottom slope for for biofiltration design) depth (y) 0.33 ft. Mannings n 0.35 Sides (z) 3 (3 to 1 side slope preferred) Actual Length 200 ft. (desired length is 200 ft.) Required bottom width (b) calculation Q = (1.49/ n) x A x R2'3x-s/§ (mannings equation) A = (b+ zy)y R = A/ (b +2y,./1+ z2) "b" is solved for using a computer spreadsheet function to obtain a trail and error solution of b = 7.72 feet, for a desired length of 200 feet. check Q = 0.770 cfs, OK same as given Velocity = 0.268 fps <1.5 OK Filename King Tab BIOSW.4LE l0/2/9%8:32 PAI 10/28/97 Adams, Hodsdon, Bessette & Lindsay Inc. page 1. 1 ' Lower Monster Road Opus Northwest. 2-Year 24-hour, Event it BASIN SUMMARY ' BASIN ID: DRIVE NAME: DRIVE-ABLE SURFACE AND LANDSCA SBUH METHODOLOGY TOTAL AREA • 2 . 22 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA - PRECIPITATION • 1. 95 inches AREA. . : 0. 92 Acres TIME INTERVAL • 10. 00 min CN • 90 . 00 TIME OF CONC • 6 . 93 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 1. 30 Acres CN • 98 . 00 TcReach - Sheet L: 80 . 00 ns: 0 . 1500 p2yr: 1. 95 s: 1 . 0000 TcReach - Shallow L: 40. 00 ks: 27 . 00 s: 0. 0100 TcReach - Channel L: 800 . 00 kc: 42 . 00 s: 0 . 0050 PEAK RATE: 0. 72 cfs VOL: 0 . 27 Ac-ft TIME: 480 min BASIN ID: OFF NAME: OFF-SITE TRIBUTARY AREA i SBUH METHODOLOGY TOTAL AREA • 0 . 54 Acres BASEFLOWS: 0 . 00 cfs 1 RAINFALL TYPE • TYPE1A PERVIOUS AREA - PRECIPITATION • 1. 95 inches AREA. . : 0 . 54 Acres TIME INTERVAL • 10 . 00 min CN • 81. 00 TIME OF CONC • 6 . 35 min " IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 00 Acres CN • 98 . 00 TcReach - Sheet L: 80. 00 ns: 0 . 4000 p2yr: 1. 95 s: 0 . 5000 PEAK RATE: 0 . 05 cfs VOL: 0 . 03 Ac-ft TIME: 480 min BASIN ID: ROOF NAME: BUILDING ROOF AREA SBUH METHODOLOGY TOTAL AREA • 0. 94 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION • 1. 95 inches AREA. . : 0 . 92 Acres " TIME INTERVAL • 10 . 00 min CN • 90 . 00 -- TIME OF CONC • 4 . 56 min IMPERVIOUS AREA 1 ABSTRACTION COEFF: 0. 20 AREA. . : 1. 30 Acres CN • 98 . 00 TcReach - Sheet L: 100 . 00 ns: 0 . 0110 p2yr: 1 . 95 s: 0 . 0500 TcReach - Channel L: 620 . 00 kc: 42 . 00 s: 0 . 0050 PEAK RATE: 0 . 73 cfs VOL: 0 . 27 Ac-ft TIME: 480 min L APPENDIX C Agreement And Calculations For The Regional Detention Facility ,AHBL RECORDED AT THE REQUEST OF AND AFTER RECORDING RETURN TO: GARTH A. SCHLEMLEIN, Esq. FLOYD & SCHLEMLEIN, P. S. 2505 Third Avenue, Suite 300 Seattle, WA 98121 REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS This Regional Detention Facility Pump Station Agreement and Reciprocal Easements ("Agreement") is made as of this day of , 1995 by and among the Seattle Area Plumbing and Pipefitting Apprentice and Journeyman Training Trust ("Trust") , Eland Building Limited Partnership ("Eland") , Jefferson Smurfit Corporation ("JSC") , B & G Partnership ("B&G") , and King County Department of Metropolitan Services ("Metro") . RECITALS A. Eland, JSC, Trust, B&G, and Metro own parcels of real property located adjacent to or near each other in King County, Washington, described respectively in Exhibit A (the "Eland Property") , Exhibit B (the "JSC Property") , Exhibit C (the "Trust Property") , Exhibit D (the "B&G Property") , Exhibit E (the "Metro Property") (all of the foregoing are collectively referred to herein as the "Properties") . B. Surface water runoff from the Properties drains into portions of the Trust Property and the Eland Property, including a detention pond located on the Trust Property (hereinafter referred to as the "Detention Pond") . C. As a result of the volume of surface water runoff from the Properties during certain storm events, water col- lected in the Detention Pond overflows onto portions of the Eland Property and the Trust Property. D. In order to allow for future development, and to pre- vent further overflow, it is necessary to design, con- struct, and maintain a Regional Detention Facility and Pump Station, together with all appurtenances, pipes and easements (the "System") , which will evacuate water from the Detention Pond when it reaches a ,certain level. The parties hereto desire to jointly fund the design, construction and maintenance of the System in accordance with the . 173640.4 _1 5/17/95 10:15� • parameters set forth by the City of Renton and the terms of this Agreement. • NOW, THEREFORE, it is agreed: it CONSTRUCTION AND MAINTENANCE OF SYSTEM 1. Trust Supervision. The Trust shall perform the following duties: (a) The Trust shall supervise, manage and pay all costs and expenses (subject to the right to reimbursement as provided in Section 2 (a) below) in connection with the design and construction of the System. Without limiting the generality of the foregoing, the Trust shall cause all permits and easements necessary for the System to be obtained, shall cause the prepara- tion of all construction documents and plans , shall cause the competitive bidding of all major portions of the work, and shall cause the System to be constructed and completed in a good and workmanlike manner in accordance with all applicable governmental requirements. The design and construction of the System shall be in substantial accordance with the Bush, Roed & Hitchings, Inc. proposal dated December 22, 1994 . The estimated budget for the design and construction of the System is set forth in Exhibit F hereto. (b) After completion of construction of the System, the Trust shall cause the System to remain in good operating condition and shall cause all maintenance, repair and necessary reconstruction of the System from time to time to be accom- plished. The Trust shall pay all such costs and expenses (sub- ject to the right to reimbursement as provided in Section 2 (b) below) . (c) The Trust shall maintain all accounts, con- struction records and operating data and allow access to all parties upon reasonable notice. (d) The Trust shall distribute invoices to the parties for the payments required under Section 2 below not less than twenty (20) days prior to the respective payment date. The invoices will be accompanied with copies of invoices from- con- ! ', tractors, suppliers and other vendors substantiating the request for payment. (e) The Trust shall perform its duties and obligations herein in good faith with reasonable diligence and care. The Trust shall be paid no compensation or fee for any of its ser- vices hereunder. It is understood that the Trust may contract with consultants and contractors in connection with the per- formance of its duties hereunder. 173640.4 5/17/95 10:15am -2 1 2 . Payments by Parties. (a) With respect to the costs and expenses of design, construction, permitting, obtaining necessary easements and all 1_ portions of the work in constructing the System as generally described in Section 1 (a) , the parties shall reimburse the Trust for such aggregate costs and expenses as follows: B&G: Balance of aggregate costs and expenses JSC: 5% of aggregate costs and expenses Metro: 5% of aggregate costs and expenses Eland: $25, 000 lump sum payment Trust: 30% of aggregate costs and expenses Eland shall pay $5, 000 upon the execution of this agreement and the balance upon completion of the System. The Trust shall invoice the other parties on a monthly basis upon accrual of expenses. All invoices shall be due within thirty (30) days of receipt. Overdue payments shall bear interest at twelve percent (12%) per annum from the due date. (b) With respect to the costs and expenses of operat- ing, repairing and any necessary reconstruction of the System after completion thereof as generally described in Section 1 (b) , the parties shall reimburse the Trust as follows: B&G: 35% of aggregate costs and expenses JSC: 5% of aggregate costs and expenses Eland: 30% of aggregate costs and expenses Trust: 30% of aggregate costs and expenses Metro shall have no, obllg ation for the costs and expenses of operating, maintaining, repairing and any necessary recon- struction of the System. The Trust shall invoice the other parties not more often than twice per calendar year for these costs 'and expenses and all invoices shall be due within thirty (30) days of receipt. Overdue payments will bear interest at twelve percent (12%) per annum. 3 . Reciprocal Easements. In consideration of the mutual promises set forth herein, for other good and valuable .considera- tion, receipt is which is hereby acknowledged, Eland and the Trust hereby grant and convey to each other and to the other parties hereto, a nonexclusive, perpetual easement along, in, upon and under the Trust Property and the Eland Property in the locations as legally described on the attached Exhibits G and it Exhibit H, respectively, and as depicted on the sketch attached hereto as Exhibit I (the "Easement Areas") , for the purpose of installing, constructing, operating, maintaining, repairing and replacing the System, together with nonexclusive rights of ingress and egress to and from the Easement Areas for said pur- poses. Eland and the Trust may use the surface of the Easement Areas granted herein for any purpose which is not inconsistent 173640.4 - - 5/17/95 10-.15am -3- . with installing, constructing, operating, maintaining, repairing and replacing the System. 4 . Insurance. The Trust shall require all parties per- forming the work on the System to provide a Certificate of Insurance naming the parties hereto as additional insureds. The level and scope of insurance shall be ,set at commercially reason- able limits depending upon the type and scope of services or goods provided. 5 . Operator. Except as otherwise provided in para- graph 6 (c) , the Trust shall be designated the Operator and Permittee of the System. 6. General Provisions. (a) Binding Effect. The covenants contained in this Agreement shall run with the land and shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. (b) Enforcement. In the event of a breach of any of the covenants or agreements set forth in this Agreement, the parties hereto shall be entitled to any and all remedies avail- - able at law or in equity, including but not limited to the equit- able remedies of specific performance or mandatory or prohibitory injunction issued by a court of appropriate jurisdiction. The parties hereto agree that in the event it becomes necessary for any party to defend or institute legal proceedings as a result of the failure of either party to comply with the terms, covenants, agreements and/or conditions of this Agreement, it is understood and agreed that the prevailing party in such litigation shall be entitled to be reimbursed for all costs incurred or expended in connection therewith, including, but not limited to, reasonable attorneys' fees (including appellate fees) and court costs. If any of the parties fails to make the payments to the Trust set forth in Section 2 within thirty (30) days after the due date, the Trust shall have the right impose a lien upon the real property of such defaulting party which shall become effective upon recording a notice in the recording records of King County, Washington, stating the amount due and the legal description of the defaulting party's property. Such lien may be enforced and foreclosed by the Trust by an action in like manner as a mortgage of real property. (c) Amendment. This Agreement may not be modified, amended or terminated without the prior written approval of the parties hereto. Provided, however, if the Trust or its successor or assign ceases to exist or otherwise fails after written notice from any party for a period of ninety (90) days to perform the duties set forth in Section I, the parties other than the Trust by a vote of such parties obligated to make not less than fifty percent (50%) - of the reimbursement payments set forth in 173640.4 5/17/95 10:15am -4- _ -- • it Section 2 (b) may elect another person or party to perform the duties set forth in Section 1. In connection with such replacement, the approving parties may amend or modify this Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of this Agreement shall be effective unless it is in writing and signed by the party against whom it is asserted, and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. (e) Captions. The captions and paragraph headings contained in this Agreement are for convenience and reference only and in no way define, describe, extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof. (f) Counterparts. This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall constitute but one Agreement. DATED as of the day and year first above written. TRUST: SEATTLE AREA PLUMPING & PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST i' By. ' -Its /',7i4,,w/1 r- I ELAND: ELAND 'UILDING LIMITED PARTNERSHIP By: M+nster R ad Building Corp. , `sg ne 1 p rune.r By 1 . s �� r i I . 1 , JSC: JEFFERSON SMURFIT CORPORATION By Its B&G: B & G PARTNERSHIP By Its 173640.3 3/28/9510:35,m -5- Section 2 (b) may elect another person or party to perform the duties set forth in Section 1. In connection with such replacement, the approving parties may amend or modify this Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of this Agreement shall be effective unless it is in writing and • I signed by the party against whom it is asserted, and any such written waiver shall only be applicable to the specific instance , to which it relates and shall not be deemed to be a continuing or future waiver. (e) Captions. The captions and paragraph headings __ contained in this Agreement are for convenience and reference ' only and in no way define, describe, extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof. (f) Counterparts. This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall constitute but one Agreement. DATED as of the day and year first above written. TRUST: SEATTLE AREA PLUMPING & PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST By Its ELAND: ELAND BUILDING LIMITED PARTNERSHIP By Its i . . JSC: '\ JEFFERSON SMURFIT CORPORATION • BY C.t.c�_ Its L-7t•',1 ic"j y/ -- B&G: B & G PARTNERSHIP • By Its 173640.3 3/28/9510:35.m -5- - Section 2 (b) may elect another person or party to perform the' 1 duties set forth in Section 1. In connection with such replacement, the approving parties may amend or modify -this Agreement as may be reasonably necessary to accomplish the purposes of this Agreement. (d) Waiver. No waiver of any of the provisions of this Agreement shall be effective unless it is in writing and signed by the party against whom it is asserted, and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing- or future waiver. • (e) Captions. The captions and paragraph headings contained in this Agreement are for convenience and reference only and in no way define, describe, extend or limit the scope or intent of this Agreement, nor the intent of any provision hereof. (f) Counterparts. This Agreement may be executed in counterparts, and each counterpart hereof shall be deemed to be an original instrument, but such counterparts together shall constitute but one Agreement. DATED as of the day and year first above written. TRUST: SEATTLE AREA PLUMPING & PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING • _ TRUST By Its ELAND: ELAND BUILDING LIMITED PARTNERSHIP By Its • JSC: JEFFERSON SMURFIT CORPORATION By Its B&G: B & G NERSHIP c"-t, • Its 173610.3 3/28/95 10:35am -5- I i ' METRO• KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES ., By A Its N./ R L tea, • 1 I • 173640.4 5/17/95 10:15am —6- STATE OF WASHINGTON ) ) ss. COUNTY OF kl:;1 I certify that I know or have satisfactory evidence that Se . S)N"e- is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the of SEATTLE AREA PLUMBING AND PIPEFITTING APPRENTICE AND JOURNEYMEN TRAINING TRUST, a trust, to be the free and voluntary act of such trust for the uses and purposes mentioned in the instrument. Dated this lS day of c-1 , 1995. (Signamrc of Notary) (Legibly Print or Stamp Name of Notary) Notary public in and for the state of Washington, residing at My appointment expires STATE OF WASHINGTON ) ss. COUNTY OF K ; q ) I certify hat I know or have satisfactory evidence that Sid Ctl, ,7 /- J/2 is the person who appeared before me, and said person 'acknowledged that said person signed this instrument, on oath stated that said person was authorized to _ execute the instrument and acknowledged it as -the L;,,,;t<d ,r fie/t of ELAND BUILDING LIMITED PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument. Dated this rj tk day of A l2 I L. , 1995. (IA tiC C\• (Signature of Notary) (L.cgibty Print or Stamp Nai of Notary) Notary public in and for the state of Washington, residing at STR7GF _ My appointment expires / 2-/Z t y s I_ 173640.3 3/28/95 10:35am -7- I STATE OF WASHINGTON ) ss. COUNTY OF fi 11v c, ) '' ' I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the of JEFFERSON SMURFIT CORPORATION, a corporation, to be• the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. • i li Dated this .'r day of , 1995. • ‘% ,E,EL• D, , (S t�o(Noury) iiiiii 101.A q y• =o • = (Legibly Print or Sum+Namc.o(Nary) ▪ -" +" ge".. Notary public in and for the state gjetto ✓ Washington, residing at 7 I 6Syy $� aG'�O i -,c wAO tss"My appointment expires - ( ' ` Y) STATE OF WASHINGTON ) ) ss. COUNTY OF I certify that I know or have satisfactory evidence that eperson who appeared before is th pp me, and •said person acknowledged that said person signed this instrument, On' oath stated that said person was authorized to - execute the instrument and acknowledged it as the of ' B & G PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument. Dated this day of , 1995 . (Signanuc of Noury) (L ly Print or Stamp Name of Naury) Notary public in and for the state of Washington, residing at - My appointment expires 173640.3 3R8/95 10:35am -8- • 11 STATE OF WASHINGTON ) ss. COUNTY OF ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the of JEFFERSON SMURFIT CORPORATION, a corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this day of , 1995. (Signature of Notary) (Legibly Print or Stamp Name of Notary) Notary public in and for the state of Washington, residing at My appointment expires STATE OF WASHINGTON ) I . ) ss. COUNTY. OF L1 9 ) I certify that I know or have satisfactory evidence that r3v v Ge I,i vv e is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the q . PAY4he,v of B & G PARTNERSHIP, a partnership, to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument. Dated this ?vd day of M q U , 1995. • :.1.�-� A NO,„ (Signature of Notary) 9 &///f devs'or) J (Legibly Print or Stamp Name of Notary) OP Cf)Itp y= Notary public in and for the state • �� �1s. oc `,;OZ,� of Washington, residing at •Scea-f--f-I �p e L II,,rtpttr0``` #. WA SO4 ••• My appointment expires -1-I S` ‘36 t 73t�u.3 3R5/95 10:35am -8- STATE OF WASHINGTON ) ) ss. COUNTY OF ,44.1 , ) I cert' f that I know or have satisfactory evidence that •� is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the 1p.A.4 ,syt. , of the KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES, a municipal corporation, to be the free and voluntary act of such municipal corporation for the uses and purposes mentioned in the instrument. Dated this d2 -- day of C , 1995 . Lil:BBl! mil/(` / t/efAC � 4 _ `,`off •l�J %%� \\E A. au lee (Squaw=of Noury) O') \NOTARYN�▪ : j iMA)I F A • ,.? U ) L Z •° — (Legibty Print or Stamp Namc of Noury) *._ I • PUBLIC Notary public in and for the state U'.*'• �G q.▪ �O•` of Washington, residing at 55r1-7-LF %,,O„WAS to%'�, My appointment expires TM1J< El 1995 • • I • i r 173640.4 5/17/95 10:15am -9- { TO REGIONAL TENTION FACILITY PUMP STATION AGREEMENT ANu RECIPROCAL EASEMENTS PARCEL 2: Legal Description of the Eland Property THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON AND THE ' SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 ' EAST, W.M. , ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS , FOLLOWS: • COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST ,QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3, CHARLES (MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32°29'51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 .48 FEET, AND ALONG SAID WESTERLY MARGIN 139.14 FEET; THENCE SOUTH O1°24 '51" EAST, ALONG SAID WESTERLY MARGIN, 268.00 FEET; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 02°33'12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37'17" ;WEST 105.38 FEET; THENCE NORTH 1°22'40" WEST 437.90 FEET TO THE TRUE POINT OF ' - BEGINNING; THENCE SOUTH 88°03'09" WEST 283.04 FEET; "THENCE SOUTH 54°28'10" ,WEST 490.45 FEET TO THE EASTERLY MARGIN OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; THENCE NORTH 28°11'33" WEST ALONG SAID EASTERLY MARGIN 115.75 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 411.73 FEET AND ALONG SAID EASTERLY MARGIN 57.49 FEET; THENCE NORTH • 20°11'33" WEST ALONG SAID EASTERLY MARGIN 156.01 FEET; THENCE ON A CURVE TO TH RIGHT HAVING A RADIUS OF 523.68 FEET AND ALONG SAID EASTERLY MARGIN 419.12 FEET TO A POINT ON A CURVE HAVING A RADIUS OF 667.96 FEET, THE RADIUS POINT OF -- ;WHICH BEARS NORTH 6°57'18" WEST; THENCE EASTERLY ALONG SAID CURVE 102.86 FEET; • THENCE NORTH 83°41'02" EAST 60.83 FEET; THENCE NORTH 74°13'19" EAST 47.60 FEET • ITO A POINT ON THE SOUTHERLY MARGIN OF CHARLES MONSTER COUNTY ROAD SOUTHWEST, - - SAID POINT BEING ON A CURVE HAVING A RADIUS OF 238.99 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 17°19'04" EAST; THENCE EASTERLY ALONG SAID CURVE AND 'SOUTHERLY MARGIN 80.36 FEET; THENCE NORTH 88°03'09" EAST ALONG SAID SOUTHERLY MARGIN 470.93 FEET; THENCE SOUTH 1°56'51" EAST ALONG SAID SOUTHERLY MARGIN 10.00 FEET;. THENCE NORTH 88°03'09" EAST ALONG SAID SOUTHERLY MARGIN 26.53 FEET ' TO A POINT WHICH BEARS NORTH 1°22'40" WEST FROM THE TRUE POINT OF BEGINNING; ,THENCE SOUTH 1°22'40" EAST 450. 00 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 450,000 'SQUARE FEET, MORE OR LESS. • BLUME DISTRIBUTION FACILITY RENTON, WASHINGTON ‘ y' of ' ••i; - BRH JOB NO. 89219.04 (.4.. MARCH 22, 1990 ALH/SURV. 34 TO r ;IONAL DETENTION FACILLTI • PUMP STATIC,_. AGREEMENT AND RECIPRICAL •ASEMENTS Legal Description of the JSC Property PARCEL 1: THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, I TOWNSHIP 23 NORTH, RANGE 4 EAST, W.H., IN KING COUNTY, WASHINGTON AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.H. , ALL IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214•.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32°29'51" EAST, ALONG SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 1°24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 02°33'12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37'17" WEST 105.38 FEET; ThhNCE NORTH 1°22'40" WEST 887.90 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, RECORDS OF SAID COUNTY; THENCE NORTH 88°02'28" EAST ALONG SAID SOUTHERLY MARGIN 16.02 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 524.90 FEET AND ALONG SAID SOUTHERLY MARGIN 194.06 FEET; THENCE SOUTH 70°45'53" EAST ALONG SAID SOUTHERLY MARGIN 147.08 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 842.73 FEET AND ALONG SAID SOUTHERLY MARGIN 81.56 FEET; THENCE SOUTH 65°13'10" EAST ALONG SAID SOUTHERLY MARGIN 257.10 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDER'S NO. 8702100643 RECORDS OF SAID COUNTY; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET AND ALONG SAID WESTERLY MARGIN 70.69 FEET; THENCE SOUTH 24°46'50" WEST ALONG SAID WESTERLY MARGIN 24.57 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 180.00 FEET AND ALONG SAID WESTERLY MARGIN 82.35 FEET; THENCE SOUTH 1°05'23" EAST ALONG SAID WESTERLY MARGIN 81.81 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT ANY PORTION. THEREOF LYING EASTERLY OF THE CENTERLINE OF CHARLES MONSTER ROAD AS VACATED BY ORDINANCE NO. 4123 OF TFE CITY OF RENTON AND RECORDED UNDER RECORDER'S NO. 8803070674, RECORDS OF. SAID COUNTY. �� I T /7, BLUME DISTRIBUTION FACILITY � , • % - RENTON, WASHINGTON �ti 04 41,411. BRH JOB NO. 89219.06 4,r8 p I JUNE 6, 1990 •;; Z ALH/ENG. 40 • F I' G/STEs- ���-o PUMP STAT_ I AGREEMENT AND RECIPROCAL ,ASEMENTS Legal Description of the Trust Property PARCEL 4-A: 7�x -c c A/a• Z 41237 - 9/Z Z.- THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 24; THENCE, NORTH 87°26'48" WEST, ALONG THE NORTH LINE THEREOF 1,214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3 , CHARLES MONSTER ROAD SOUTHWEST ALSO KNOWN AS STEEL HILL ROAD NOW VACATED; THENCE SOUTH 32 ° 12 ' 33 " EAST, ALONG SAID WESTERLY MARGIN, 85.47 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET, AND ALONG SAID WESTERLY MARGIN 139 . 14 FEET; THENCE SOUTH 01°24 '51" EAST, ALONG SAID WESTERLY MARGIN, 268. 00 FEET; THENCE SOUTH 88°35' 09" WEST 436.55 FEET; THENCE SOUTH 02°33 '12" WEST 115. 03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37' 17" WEST 105. 38 FEET; THENCE NORTH 1°22'40" WEST 179 .50 FEET TO THE CENTERLINE OF AN EASEMENT FOR RAILROAD SPUR LINE AS CONVEYED TO THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY BY DEED RECORDED UNDER AUDITOR'S FILE NO. 5331102, RECORDS OF SAID COUNTY AND THE TRUE POINT OF BEGINNING; THENCE NORTH 1°22 ' 40" WEST 258 . 40 FEET; THENCE SOUTH 88°03 '08" WEST 283 . 40 FEET; THENCE SOUTH 54°28'10". WEST 482 . 84 FEET TO THE CENTERLINE OF SAID RAILROAD SPUR LINE EASEMENT; THENCE SOUTH 27°09 '57" EAST ALONG SAID CENTERLINE 22.44 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 365.32 FEET, AND ALONG THE CENTERLINE. OF SAID RAILROAD SPUR LINE EASEMENT 857.54 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 241, 997 SQUARE FEET, MORE OR LESS. TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , ALL IN KING -COUNTY, ' WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS, 13 AND 24, - IN SAID TOWNSHIP AND RANGE, THENCE NORTH 87°26'48" WEST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214. 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32 °29 '51" EAST, ALONG SAID WESTERLY MARGIN, 85. 34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256 . 48 FEET AND ALONG SAID WESTERLY MARGIN 139 . 14 FEET; THENCE SOUTH 1 °24 ' 51" EAST ALONG SAID WESTERLY MARGIN 268 . 00 FEET; THENCE SOUTH 88°35' 09" WEST 436.55 FEET; THENCE SOUTH 02°33 '12" . WEST 115. 03 FEET; THENCE SOUTH 70°05'34" -- WEST 95. 47 FEET; THENCE SOUTH 88 °37 ' 17" WEST 90. 38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1°22 '40" WEST 888 . 05 FEET 1 I ' • • PARCEL 4-A CONT'D TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643 , RECORDS OF SAID COUNTY; THENCE SOUTH 88°02 '28" WEST ALONG SAID SOUTHERLY MARGIN 30.00 FEET; THENCE SOUTH 01°22'40" EAST 470. 00 FEET; THENCE SOUTH 29°35'10" WEST 29 . 15 FEET; THENCE SOUTH O1°22'40" EAST 40.00 FEET; THENCE SOUTH 20°25'25" WEST 26.92 FEET; THENCE SOUTH 01°22 '40" EAST 40 . 00 FEET; THENCE SOUTH 29°35'10" WEST 29.15 FEET; THENCE SOUTH 01°22 '40" EAST 72.00 FEET; THENCE NORTH 88°37 '20" EAST 39 . 99 FEET; THENCE SOUTH 01°22 '40" EAST 190.76 FEET; THENCE NORTH 88 °37 '17" EAST 30. 00 FEET TO THE TRUE POINT OF BEGINNING. ° 1K1a. BLUME DISTRIBUTION FACILITY i/A ' • /di RENTON, WASHINGTON N. pF 4 N BRH JOB NO. 89219 . 06 Q, 4►?� AUGUST 14 , 1990 . ��• 1 .a c ALH/ENG. 40 z o� cC1J_EC4. `moo ;. q F. n ' iC.tr i LA.'ID ,air orr]S7%tfr• 2 I . ui r11.J ✓l..l ('t1V l U11 i j PUMP STAT1 AGREEMENT AND RECIPROCAL ASEMENTS Legal Description of the B & G Property PARCEL 3: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 , TOWNSHIP 23. NORTH, RANGE 4 EAST, W.M. , KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26'48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32°29'51" EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET A DISTANCE OF 139.14 FEET; THENCE SOUTH 1°24'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88°35'09" WEST 436.55 FEET; THENCE SOUTH 2°33'12" WEST 115.03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37'17" WEST 105.38 FEET; THENCE SOUTH 4°58'17" EAST 410.23 FEET TO THE NORTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILED UNDER RECORDER'S NO. 8606190933, RECORDS. OF SAID COUNTY; THENCE NORTH 46°16'56" EAST ALONG SAID NORTHWESTERLY LINE 202.01 FEET; THENCE SOUTH 53°39'22" EAST ALONG THE NORTHEASTERLY LINE OF SAID TRACT 445.21 FEET TO THE WESTERLY MARGIN OF SAID CHARLES MONSTER ROAD SOUTHWEST; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN TO THE TRUE POINT OF BEGINNING, CONTAINING 310,000 SQUARE FEET, MORE OR LESS. \\°T` BLUME DISTRIBUTION FACILITY ''QF�pF w Sy RENTON, WASHINGTON ` BRE JOB NO. 89219.04 c FEBRUARY 7, 1990 • L $ ALH/BURN. 34 . �J i I I j PARCEL 4-B: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24 , TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 IN. SAID TOWNSHIP AND RANGE; THENCE NORTH 87°26'48" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER 1214. 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST; THENCE SOUTH 32°29'51" EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF .256.48 FEET A DISTANCE OF 139. 14 FEET; THENCE SOUTH 1°24 '51" EAST ALONG SAID WESTERLY MARGIN 268. 00 FEET; THENCE SOUTH 88°3.5' 09" WEST 436.55 FEET; THENCE SOUTH 2°33 '12" WEST 115. 03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88 °37'17" WEST 105 .38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1°22 '40" WEST 437.90 FEET; THENCE SOUTH 88°03 '09" WEST 283 . 04 FEET; THENCE SOUTH 54°28'10" WEST 490.45 FEET TO THE EASTERLY MARGIN OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT- OF-WAY; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN 1610. 67 FEET TO A POINT ON THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD, SAID POINT BEING ON A CURVE HAVING A RADIUS OF I 250. 37 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 58°59 '44" 1 EAST; THENCE NORTHERLY ALONG SAID CURVE AND WESTERLY MARGIN 250 . 58 FEET TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED FILED UNDER RECORDER'S NO. 8606190933 , RECORDS OF SAID COUNTY; THENCE NORTH 48 ° 12 ' 23 " WEST ALONG SAID SOUTHWESTERLY LINE 420.25 FEET; THENCE NORTH 9°01'55" EAST ALONG THE WESTERLY LINE OF SAID TRACT 125 . 00 FEET; THENCE NORTH 46°16'56" EAST ALONG THE NORTHWESTERLY LINE OF SAID TRACT 17. 69 FEET; THENCE NORTH 4°58'17" WEST 410.23 FEET TO THE TRUE POINT OF 'EGINNING, EXCEPT PORTION LYING NORTHERLY OF THE CENTERLINE OF A • • ILROAD SPUR EASEMENT AS DESCRIBED IN AUDITOR' S FILE NO. 5331102 . PARCEL CONTAINS 370,561 SQUARE FEET. TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, , W.M. , AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13 , I TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. , ALL IN KING COUNTY, •]ASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24 , IN SAID TOWNSHIP AND RANGE, THENCE NORTH R7°26 ' 48" WEST, ALONG THE FORTH LINE OF SAID NORTHWEST QUARTER 1214 . 00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32 °29 '51" EAST, ALONG 1 PARCEL 4-B CONT'D SAID WESTERLY MARGIN, 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139 . 14 FEET; THENCE SOUTH 1°24 'S1" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88°35'09" WEST 436.55 FEZ ; THENCE SOUTH 02°33'12" WEST 115. 03 FEET; THENCE SOUTH 70°05'34" WEST 95.47 FEET; THENCE SOUTH 88°37'17" WEST 90.38 FEET TO THE _-- TRUE POINT OF BEGINNING; THENCE NORTH 1°22'40" WEST 888.05 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED UNDER RECORDER'S NO. 8702100643, ' I RECORDS OF SAID COUNTY; THENCE SOUTH 88°03 '09" WEST ALONG SAID SOUTHERLY MARGIN 30. 00 FEET; THENCE SOUTH 01°22'40" EAST 470.00 FEET; THENCE SOUTH 29 °35 ' 10" WEST 29 . 15 FEET; THENCE SOUTH 01°22'40" EAST 40. 00 FEET; THENCE SOUTH 20°25'25" WEST 26.92 FEET; THENCE SOUTH 01°22 '40" EAST 40 . 00 FEET; THENCE SOUTH 29°35'10" WEST 29.15 FEET; THENCE SOUTH O1°22'40" EAST 72.00 FEET; THENCE NORTH 88 °37 ' 20" EAST 39 . 99 FEET; THENCE SOUTH 01°22'40" EAST 190.76 FEET; THENCE NORTH 88°37'20" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING. BLUME DISTRIBUTION FACILITY rs�, 1\\\ L HI i�'y� RENTON, WASHINGTON CIqF of hi BRH JOB NO. 89219. 06 v f • SEPTEMBER 4, 1990 Zk ALH/ENG. 40 Al 14h0 • � I I I 2 - EXHIB IT E TO REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS Legal Description of the Metro Property • • 1 I • • I i Page E-1 of 1 inary 23, 1990 - EXi-JIBIT E - • DESCRIPTION OF RENTON TREAT:KENT PLANT PROPERTY - ; that portion of Government Lot 2, Government Lot 5, Government : ,t 6, Government Lot 8, the Northeast quarter of the Northwest cuarter, and .'the Southwest �Range� �4 Eaf st, N Meast quarte-in King .Countyf L c4ion 24, Township 23 shington, described as a whole as follows: Commencing at the northeast corner of said Northeast quarter of the e 2 )rtthwest quarter; thence along the north line of said Northeast c� Larter of the Northwest quarter and along the north line of Government Lot 1 of said Section 24, N 87° 26 ' 22" W 2693 . 05 feet to ' Le northwest corner of said Government Lot 1; thence along the :st ' line of said Government Lot 1 and Lot 5, 5 00° 26 '19" W 2299 .77 feet; thence 5 89° 33 '41" E 1909.89 feat to an intersection wL,th the easterly right-of:-way margin of Monster Road established t } • the City of Renton's alignment of August 3, 1988 and the TRUE I _JI2T OF BEGINNING being a point on a curve o concave to the southwest the radius point of which bears S 63 48 40 W 367.11 at; thence along said easterly right-of-way margin for the Hawing ten (l0) courses: northerly along said curve an arc distance of 147.50 feet . through a• central angle of 23° 01 17 , - ! i N 49° 12 '37" W 349. 48 feet to the beginning of a curve to the } right having a radius of 1736.79 feet, i northerly along said curve an arc distance of 256.14 feet - c through a central angle of 08° 27 ' 00", N 40° 45 '37" W 39.69 feet to the binning of a curve to the - - right having a radius of 190.37 feet, - northerly . along said curve an arc distance of 292.83 feet :. through a central angle of 88° 08 Ot ,• I N 47° 22 '23" E 121.88 feet to the beginning of a curve to the left having a radius of 316.48 feet, northerly along said curve an arc distance of 159 . 08 feet ,' through a central angle of 28° .48 ' 00", i N 18° 34 '23" E 317.29 feet to the beginning of a carve to the left having a radius of 316_48 feet, -- northerly along saidVe n arc �dist�ance of 110.47 feet through a central angle of 20° 00 o0 , N 01° 25'37" W 619.41 feet to the southwest cornert toafn S parcel: artel - ' of land conveyed to the Municipality of_MeDP NNUM er by First City Equities by Deed recorded under Re o��oN 8707080246 ; AUG 0 4 1992 I 1 t- z1vED ' r • -fence continuing along said easterly right-of-way margin and along 1 ie' westerly line of -said parcel for the following four (4) ' courses: • - - • N 01° 25 '37" W. 64 .76 feet to the beginning of. a curve to the .right having a radius of 120. 00 feet, • northerly along said curve an arc distance of 54 . 90 feet through a central angle of 26° 12 '45", N. 24° 47' 08" E 24.57 feet. to the beginning of a curve to the right having a radius of 45. 00. feet, ' northerly along said curve an arc distance of 31. 79 feet ' • through a central angle of 40° 28 '16" to the westerly line of a tract of land conveyed .to Metro by Deed recorded under Recording Ntrnher 82007300283 ; t ence along said westerly line N 22° -25 '36" W 16 .05 feet to the n,artrh line of said Northeast quarter of the Northwest quarter; thence along said north -line 5 87° . 26'22" E 225. 60 feet to the u sterly corner of a tract of land conveyed to First City Equities • Metro by Deed recorded under Recording Number 8707080245 ; thence along the southwesterly line of said tract S 65° 13 ' 27" E 207.51 f - atl to an- intersection with a curve concave to the north, the ✓ 3i s point of which bears N 40° 45'45" E 422.96 feet and the northerly line of a tract of land conveyed. tothe Municipality of ,fatropolitan Seattle by Burlington Northern Railroad Comaany by D d recorded under Recording Number 8207300283 ; thence along said 7_-therly line for the following five (5) courses: -• southeasterly along said curve- an arc distance of 294 . 03 feet through a central angle of 39° 49 '.49", • S 89° 04 '04" E 197.07 feet, - - 1- 2 S 73° 04 '20" . E 11.32 feet to an -intersection with a curve concave to the northeast the radius point of which bears N 73° 17 '41" E 431.53 feet, • southeasterly along said curve an arc distance of 424 .53 feet through a central angle of 56° 22 'O1", S 73° 04 '20" E 46.48 feet to the westerly linetrace of a act cf (land conveyed to. King Couiity by the Municipality of Metropolitan Seattle by Deed recorded under Recording Nunbcyr 8112230430; ;:°- - -. ..- . . ;:--nce along said westerly line for tale •following four (4) courses: 5 73° 04 '20" E -69 98 . feet .to the beginning of a curve to . the - . . - right having a ,radius of 307. 00 _Seat, _ _ •-- -- _- _ --_--- - .--•. __-- -- _ - • • • • • • . southerly along said curve an arc distance of 329.53 feet through a central angle of 61° 30 ' 00" , S 11° 34 '20" E 749.46 feet, 5 18° 38 '42" E 94.52 feet tD the easterly line of a tract of land conveyed to the Municipality of Metropolitan Seattle by Burlington Northern, Inc_ by Deed recorded under Recording Number 7106030382; thence along said easterly line S 11° 34 '20" E 316.52 feet; thence continuing along said easterly line N 78° 25 '40" E 39.27 feet to the westerly line of a tract of land conveyed to King County by the Municipality of Metropolitan Seattle by Deed recorded under Recording Number 8112230430; thence along said westerly line S 18° 38 ' 42" E 95.96 feet to a tract of land established by King County Superior Court Cause No. ' 8 4-2-077 69 7 and surveyed and-recorded in Book 40 of Surveys on Page 180, Recording Nr-T-+her 8406149003 and .ended by Affidavit recorded under Recording Number 8504110606; thence along said tract of land for the following ten (10) courses: N 77° 29 '35" E 0.70 feet to the westerly line of a tract of land conveyed to the City of Renton by Deed recorded under Recording Number 8212090480, • S .18° 38 ;50" E 100.58 feet to the southwest corner of said. tract of land, S 77° 29 '35" W 644 .15 feet along the southerly margin of the previous Burlington Northern Railroad. Company right-of-way to the beginning of a curve to the left having a. radius of 905.37 feet, - westerly along said curve and along said southerly margin an arc distance of 267.55 feet through a central angle of 16° 55'55" to the west line of said Southwest quarter of the • - Northeast quarter, S 01° 05'18" W 142. 62 feet along said west line to the northwesterly margin of that portion of the right-of-way of Primary State Highway No. 1 (Interstate 405) identified on the highway map recorded under Recording Number 5399478, as the H-Line, and a point on a curve concave to the south, the radius point of which bears S 02° 17 '58" E 251. 00 feet, • westerly along said curve and along said northwesterly margin an arc distance of 174.03 feet through a central angle of 39 •• 43 '30",' continuing along said northwesterly margin S 47° 58 '32" W 243.18 feet to the north line of said Government Lot 8, • I ' EXHIBIT F TO REGIONAL DETENTION FACILITY PUMP STATION AGREEMENT AND RECIPROCAL EASEMENTS Estimated Budget for the System 1) Construction Costs $59, 355. 00 ? 2) Railroad Easement $22, 000.00 3) Puget Power $20, 000.00 4) Bush, Roed & Hitchings $20, 500.00 5) Permits $600 .00 SUBTOTAL $122,455.00 6) 10%- Contingency $12 ,245. 00 TOTAL $134, 700 . 00 Page F-i of 1 • • along said north line N 87° 34 '15" W 16. 07 feet to the . easterly margin• of the previous .Burlington Northern Railroad C-i,,lpany right-of-way and a point on a curve concave to the southeast having a radius of 905.37 feet the radius point of which bears S 62° 24 '09" E., southerly along said easterly margin and along said curve an . arc distance of 181.53 feet through a central angle of 11° 29 '16" to a line parallel -with and 70. 00 feet northwesterly of the centerline of Washington State Highway No. ?-L, j 1 . along said parallel line . 5 66° 53 '08" W 125.89 feet to the easterly line of 'a tract of . land conveyed to Schober Enterprises, Inc.' by. the Municipality of Metropolitan Seattle; -hence leaving said tract of land. established by sing County Suprior Court Cause No. 84-2-07769 7and running thence along said , 'asterly line of Schober tract, •N 04 18l 03 W 14 . 69 feet; thence on inuing along said easterly •line N 06° 22 ' 10" W 321.59 feet to th. a souh twesterly margin of the rea,ignment of Monster Road; thence =on inuing along . said easterly line and along said southwesterly 3r in, N 41° 55'32" W 68.65. feet to the southerly corner of a :..-_a t of land conveyed to the Municipality of Metropolitan Seattle by Schaber Enterprises, Inc. by Dead recorded under Recording • er 8903290812; thence continuing along •said southwesterly �r in and along the southerly line of said tract-, N 41° 55 '32" W 125/99 -feet; thence continuing along .said southwesterly margin and 3ia southerly line N- 69° 31'09" W 11.12 feet to said easterly Lg t-of-way margin of Monster Road established by the City of iren on '.s alignment of August•3, 1988 -and a point on curve concave to a southwest the radius point of which bears N 87° 40 '16" W a -57 11 feet; thence northerly along said margin an arc distance of - 12.72 •feet through a central angle of 28° 31 ' 04" to the �.ie point - of ..eginning. • • 4 • • • 1V GA.71 LIly C1L ULl LLv..1Vl' ♦ / -- • - PUMP STATE. a AGREEMENT AND RECIPROCAL ;ASEMENTS Easement Area on the Trust Property ON—SITE DRAINAGE EASEMENT DESCRIPTION PLUMBERS fc PIPEFITTERS TRUST PROPERTY THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 FEET IN WIDTH, HAVING 5.00 Fhtl' OF SUCH WIDTH ON EACH SIDE OF AN EASEMENT CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED TO ELAND BUILDING LIMITED PARTNERSHIP, RECORDED UNDER RECORDING NO. 9006281432, RECORDS OF SAID RING COUNTY, THENCE NORTH 54°28 '10" EAST 80.00 1t:P:t' ALONG THE SOUTHERLY LINE THEREOF TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE SOUTH 46°10'27" EAST 10.00 FEET ALONG SAID EASEMENT CENTERLINE TO THE TERMINUS THEREOF; THE. SIDFLTNES OF THIS EASEMENT SHALL BE SO SHORTENED OR LENGTH.NED SO AS TO TERMINATE IN THE SOUTH LINE OF SAID ELAND PARCEL. SITUATE IN THE CITY OF RENTON, RING COUNTY, WASHINGTON. PLUMBERS & PIPEFITTERS TRUST REGIONAL DETENTION FACILITY MA- I WILLIAM A. HICROX, P.L.S. i 4> oe t BRH JOB NO. 90369. 07 FEBRUARY 22, 1995 • - -' REVISED MARCH 27, 1995 - • 4.1.st ETw3 YETI ' 3-24-g5 T- REGIONAL DETENTION F Al.:1LI' ' PUMP STAT. J AGREEMENT AND RECIPROCAL ..ASEMENTS Easement Area on the Eland Property ON-SITE DRAINAGE EASEMENT DESCRIPTION ELAND PROPERTY THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.H. , IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 Ft.E1 IN WIDTH, HAVING 5.00 FEET OF SUCH WIDTH ON EACH SIDE OF AN EASEMENT CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED TO ELAND BUILDING LIMITED PARTNERSHIP, RECORDED UNDER RECORDING NO. 9006281432, RECORDS OF SAID KING COUNTY, THENCE NORTH 54°28 '10" EAST 80.00 rE. 1' ALONG THE SOUTHERLY LINE THEREOF TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE ALONG SAID EASEMENT CENTERLINE THE FOLLOWING FOUR COURSES: THENCE NORTH 46°10 '27" WEST 125. 66 FEET; THENCE NORTH 22°30 '42" WEST 282.00 FEET; THENCE SOUTH 77°29 '18" WEST 23.04 FEET TO THE WESTERLY LINE OF SAID ELAND PARCEL; THENCE NORTH 36°29 '33" WEST 12.00 FEET TO THE TERMINUS OF SAID EASEMENT CENTERLINE AND FROM SAID TERMINUS SAID POINT OF COMMENCING BEARS SOUTH 22°15 '22" EAST 430.77 FEET DISTANT; YXCRPT THAT PORTION THEREOF LYING WESTERLY OF SAID WESTERLY LINE OF SAID ELAND PARCEL. THE SIDELINES OF THIS EASEMENT SHALL BE SO SHORTENED OR LENGTHENED SO AS TO MEET AT ANGLE POINTS AND TERMINATE IN THE SOU'1'l LINE OF SAID ELAND PARCEL. SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PLUMBERS & PIPEFITTERS TRUST ^�+vim•--- REGIONAL DETENTION FACILITY IF147:t-w A-8j�, ? WILLIAM A. gICKOX, P.L.S. it,� + BRH JOB NO. 90369 .07 � FEBRUARY 22, 1995 QREVISED MARCH 27, 1995 • I r r, • =11r A.7 i + 34ih^T _ ALLk ExpiRes n ~3Z?-15 v) 2 , Cr • LU \ ELAN BUILDING LIMITED PARTNERSHIP ' 1:: i' DEED REC NO. 9006281432 M SCALE : 1" - 60' • VI V .� i z cc 10.00. It- Q .p ,Lp,Aiih . ��, = q. 4 S 4 6' 10' 2 7' E µ, 1. -- `/ .1- z. s14` W O TP.O.©. -- - , 3 77.09. '' -- — - 21 -00• POINT -A- • i TERMINUS \\k 11+ �1�� ����r ���j' I w �' I?00�29 JJ• W r1` �� Ia6?�o 2T o N O.W.R.R. & Nay:,Co. (U.P.R.R.)NNN co I z -- POET OF COMMENCING" ON—SITE DRAINAGE EASEMENT SKETCH 4H•F.•--•.•.e..,y•••.•,..• PREPARED FOR : PLUMBERS & PIPEFITTERS TRUST •• 4`�..°A,"w,0°� 6 PROJECT : REGIONAL DETENTION FACILITY I. '3 B.R.H. 01 JOB NO. 90369.07 , DATE : 2/27/95 ` JSH,ROED &HITCHINGS,INC. ?-78-/5 !IL ENGINEERS&LAND SURVEYORS ,TT1E,WASHINGTOH 323-4144 • EXHIBIT I TO REGIONAL DETENTION FACILITY • RUI1P., STATEION •AGREEMENT AND RECIPROCAL ESEMENTS • :`!•' .. ' . ... 11•••i'a ' •I: .. �.' , • S k e t c_h—o-f Eas-e me-n i s SUMMARY OF RESULTS EXISTING CONDITIONS: (Parcels 1 & 2 Developed) Area: 43 .7 acres Pervious Area: 27.8 acres Impervious Area: 15 .9 acres Tc: 33 .66 min. Cn: 85 FLOWS AND POND WATER SURFACE WITH 30" CMP OVERFLOW ELEV 12 .5 1/2 2 yr Q = 2.33 cfs 2 yr peak Q = 7. 80 cfs 2 yr max W.S. . = 11. 66 ' 10 yr peak Q = 13. 93 cfs 10 yr max W.S. = 12. 23 ' 100 yr peak Q = 21. 99 cfs 100 yr max W.S. = 12 .89' 100yr/7day peak Q = 13 .91 cfs 100yr/7day max W.S.= 13 . 29 ' max 100yr/7day W.S. with 30" cmp flap gate closed = 15 . 47' DEVELOPED CONDITIONS: (Future Full Development) Area: 44 .0 acres (includes Parcel 3 Offsite) Pervious Area: 18 .50 acres Impervious Area: 25 .50 acres Tc: 33 .12 min Cn: 85 FLOWS AND WATER SURFACE WITH PUMP DISCHARGE OF 2 . 33 cfs ( 1046 gal/min) AT START-UP ELEV 11 . 78 ' AND POND W.S. @ 10 . 5' 2 yr peak Q = 9 . 15 cfs 2 yr max W.S. = 11 .78' 10 yr peak Q = 15. 27 cfs 10 yr max W.S . = 11 . 94 ' 100 yr peak Q = 23 . 23 cfs 100 yr max W.S. = 12 .58 ' 100yr/7day peak Q = 14 . 29 cfs 100yr/7day max W.S .= 13 . 00 ' max 100yr/7day W.S. with pump shut off = 16 . 30 ' BRH NO. 90369 . 04 APRIL 12 , 1993 _ • • . . • / II h I \ ///`-/-e• // / • wi r 1 -;;;-:-.7:-."" • /."•••...".-•74' .:.;. ..• . ••'' .7 •-,-%-%...,,--'•- , .1- .:-,..,. .. . . , ogi ,‹-.,.. -417•::•:,: ::-• ....... • .....::-. ;.• - ,... -,,; ..ic7,-.... • .4- •4 . • ::z=k_..,_ .0...e.;;?:';.75.•'?',.; ....::- • .•:'• '14.'ilEit:t.;::. 1 •*- ... ...e!..1'..‘/. .... .....(.; ...'fs:C...':.,,:.;;;:. ........• ---, i!.,fIrL:4-1.1A .....,:.'" • ..1.. .----7..•......._:2...•••• . . ... ....,,,17 .', J.' . ,'4.._1•.'- '..;,..1; k —• ". .... 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R .X1' ?•Nilik �... 1t �y ri; bll'1I,1 II' �.. i�wP.. 1 i. • t \ s .exISTI Ca"G•o14T,ik , \•.•••• ''........"7-..... . 1 ; t�. • '1. ,�I N x 7 i 11P 'i..,.. C ''. ••-- • CQAT10�_L' �.,.•, , }1f 1 1 i 'I 1 is •� i, ,# +l ��••.."•. ,_ ..'. " ,.av_%,a.,: .!; F1. !RO-1 0 ✓ 1 fit.;•,..( hs,•:' i� f. I, h1 \ \'. r+, • 'r .-{:1 ,;: ;r:4'.','r:., 7 ex,s r_ /` 1 ,111 „At),• i�1� .1:`y 1 ` ) . ,n^ � J , uv .1Z v ' '• I. i I I'•\ ti ,i SWALE , v. J1 -, :: . ..i ,, i I• .1 , LAbi i. I.. rt, ..\\ ! %4„ • % t . ii1 : . ,)4'. 0 • it Mit . ( f, `4 ,,f Y\\ Irk t1 II 'j,� �• ,/`� I s ..Id ' i\1; 1\ • ` - 4 \••• •\ s)„,/ a ,. / \\' \\,Ivy `.ers� f, r 1 AIi. •ti'•..(�' :,, i . II ...��\� 1K�N=`j' •� �I �. ,�''� i• ?, " Cam, ,�a I i � ��.�]' ! ! ^_ _ `. ` �\Y xe �I. a 1I, i o�•_ �,� ` �I ,,/ ! 1• - \ y f‘l . ;1, ..6-a)) i) • \\,,-Ira, Oa,•.4. '1. I Ii!. ./' &"" -, - -..,..Ns\l' . .. . . fil. ;-- / / i L.1\ -4111 %. 1 , /4 / . i. .0\ \ y v ,a w 1I111 •1 1• Y ` \ , I, . '1\liec(r.,y.. \\ . qi ii A )_, ___9 ) iir‘..,.. I. j) _' ''/./.. ÷ . v.. . \' .i. .:.,‘ )i . \\ ) ; . ., Lks,.. .....-.. 5 —__ _.._----:,...-" .?if .,5. -L. \•.. r.•� �- 1 ..._._4/- . .4.. .. i: t , /. ..,...--...„..... „ 7:--------.,- .......------\, \ .....?,.. • . -,„-----,-., -.: i',.%--..r• • .••• ..__ .P. ' CULT. FIELD 1 \ j ! �� i/i• (\•-C \` r \\-‘•;,....";,..../..•• . \ •••...: . ..._„., x _\ ..N \ X 27 . \ \ ... \11 ,k D TAL, AREA 44.0 Ace.. • PRAttJA[rsE 130t5I14 (1)E.VE.1-OPED) "VER\/toUS A21EA , ELAND = 8,5n P‘e..Y eIRUGE. 61-uME M CoP�1Y GotJTY •GDR1'.' c 1c.50 M. S.W.G. Mo�ISTER RP. tF', OAI E4DALE. AVE.. S.W. PARCEL A-A = 2• pt , RaiITo,,l WASH!1.lbTon, PAaI EL 4-vs �.4-0 BUSH, ROED & HITCHINGS INC. pARGE� 3 = �,�o p� , , • CIVIL ENGINEERS & LAND SURVEYORS �t p Tt,t' Z.�j,">o SEATTLE,WASHINGTON 323.4144 ti• • SCALE • i DATE DRAWN JOB NO I +too 1- 1-qn SAS. c1c's6q.O14 ' • 4/ 12/93 Bush , Roed & Hitchings , In: page STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 �' aaaaevaa3masi sa;=saa.ee�saca=naxfae as v� =-=-=s===== =z=--==== DETAIL BASIN SUMMARY BASIN ID: 1 /2X2 NAME: 50% EXISTING 2YR , 24HR SBUH METHODOLOGY TOTAL AREA 43.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • USER1 PERVIOUS AREA PRECIPITATION • 0.98 inches AREA. . : 27.80 Acres TIME INTERVAL 10.00 min CN. . . . : 85.00 TIME OF CONC 33.66 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : . 15.90 Acres CN • 96.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1 .95 s:0.2200 TcReach - Shallow L: 600.00 ks:9.00 s :0. 1000 TcReach - Chan - 1 L: 600.00 kc:21 .00 s :0.0100 PEAK RATE: ® cfs VOL: 1 .39 Ac-ft TIME: 430 nir = (2 , 3 \) >4 ( J, 48 0 ( q �C (Coo = 1104. (p IINE DESIGN TIME DESIGN TIME OESI6H TIME DESIGN 1II1 0ESIE T! RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF R!i (min) (cfs) (min) (cfs) (min) (cfs) (nin) (cfs) (min: (cfs (n:r. (:f<. .11 10 350 0.4771 690 0.9554 1030 0.6681 1370 0.6164 1710 20 360 0.5120 700 0.9489 1040 0.6512 1380 0.6477 1720 0.0c _ 30 370 0.5414 710 0.9450 1050 0.6391 1390 0.6490 1730 0.0001 40 380 0.5664 720 0.9442 1060 0.6305 1400 0.6503 1740 SO 390 0.5881 730 0.9453 1070 0.6246 1410 0.651E 1753 60 400 0.6070 740 0.9479 1080 0.6206 142.0 0.6525 1760 70 410 0.6599 750 0.9514 1090 0.6180 1430 0.6542 177E 80 420 0.7389 760 0.9558 1100 0.6165 144.0 0.6555 178: 90 430 0.8020 770 0.9342 1110 0.6157 1450 0.57i3 1 79: 100 440 0.8979 780 0.8931 1120 0.6156 1460 0.4235 1206 110 0.0006 450 1.0191 790 0.8637 1130 0.6155 1476 0.314C 1810 120 0.0041 460 1.2780 800 0.8429 1140 0.6164 1495 0.2325 192E 130 0.0119 470 1.8906 810 0.8284 1150 0.617.5 149:, 0.17 152: 140 0.0227 480 2.3299 820 0.8187 1160 0.61 E3 1500 0.12'9 1 EIC 150 0.0353 490 2.2864 830 0.8124 1170 0.6194 1510 0.0942 1850 160 0.0491 SOO 2.1009 840 0.8088 1180 0.6206 1520 0.0703 1602 170 0.0665 510 1.9110 850 0.8070 1190 0.621E 1530 0.0E:1 1870 180 0.0872 520 1.7838 860 0.8067 1200 0.5231 1540 0.03E6 1880 190 0.1077 530 1.6302 870 0.8074 1210 0.6245 1550 0.025E 1290 200 0.1276 540 1.4568 880 0.8088 1220 0.6255 1565 0.0212 1902 210 0.1468 550 1.3317 890 0.7978 1230 0.6272 1570 0.011;7 1910 I 220 0.1652 560 1.2422 900 0.7774 1240 0.6226 1585 0.0117 192: 230 0.1880 570 1.1791 910 0.7630 1250 0.6305 1550 0.0037 1933 240 0.2146 580 1.1355 920 0.7530 1260 0.6314 1630 0.0064 1910 250 0.2388 590'.' 1.1063 930 0.7463 1270 0.6328 16I C 0.0045 1900 Z60 0.261D 600 1.0878 940 0.7420 1280 0.6342 1625 0.0035 1962 270 0.2814 610 1.0770 950 0.7394 1290 0.6355 1630 0.0026 1970 280 0.3002 620 1.07Z1 960 0.7383 1300 0.6369 1640 0.0019 1990 290 0.3260 630 1.0713 970 0.7381 1310 0.6353 1650 0.0014 1990 300 0.3573 640 1.0737 980 0.7386 1320 0.6397 1 E60 0.0911 2000 310 0.3846 650 1.0523 990 0.7396 1330 0.6410 1670 0.0003 2010 320 0.9087 660 1.0130 1000 0.7410 1340 0.6429 1680 0.0006 2020 330 0.4300 . 670 0.9857 1010 0.7233 1350 0.6437 1690 0.0004 2030 340 0.4491 680 0.9673 1020 0.6914 1360 0.6451 1703 0.0003 2040 4/12/93 Bush , Roed 9 Hitchings , Inc page 2 44 • STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY • BRH NO. 90369.04 APRIL 12 , 1993 , saoaea__m3ssaa==-ace=x=te -- DETAIL BASIN SUMMARY • BASIN ID: X2/24 NAME: EXISTING 2YR , 24HR SBUH METHODOLOGY TOTAL AREA 43.70 Acres BASEFLOWS: 0.00 cfs • • RAINFALL TYPE. . . . : USER1 PERVIOUS AREA PRECIPITATION. . . . : 1 . 95 inches AREA. . : 27.80 Acres TIME INTERVAL. . . . : 10.00 rein CN • 85.00 TIME OF CONC • 33.66 Min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 15. 90 Acres CN. . . . : 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1 . 95 s :0.2200 TcReach - Shallow L: 600.00 ks :9.00 s :0. 1000 TcReach - Channel L: 500.00 kc:21 .00 s :0.0100 PEAK RATE: 7.80 cfs VOL: 4.04 Ac-ft TIME: 480 rein TINE DESIGN TIME DESIGN TIME DESIEN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (nin) (cfs) (nun) (cfs) (nun) (cfs) (nir,) (cfs) (min) (cfs) 10 350 1.3131 690 Z.7711 1030 1.7950 1370 1.6711 1710 0.0006 20 360 1.9183 700 2.1404 1010 1.7974 1380 1.6760 1720 0.0005 30 370 1.5153 710 2.7206 1050 1.7127 1390 1.6778 1730 0.0003 90 380 1.6055 720 2.7088 1060 1.6876 1400 1.6796 1790 0.0002 50 390 1.6899 730 2.7028 1070 1.6696 1110 1.6815 1750 0.0002 60 0.0021 100 1.7693 740 2.7012 1080 1.6568 1420 1.6833 1760 0.0001 70 0.0124 410 1.9576 750 2.7028 1090 1.6979 1430 1.6851 1770 0,0001 80 0.0328 420 2.2333 760 2.7066 1100 1.6419 1440 1.6869 1780 90 0.059S 430 2.1670 770 2.6384 1110 1.6381 1450 1.1695 1790 100 0.0897 410 2.8175 790 2.5162 1120 1.6358 1460 1.0894 1800 110 0.1297 450 3.2633 790 2.1272 1130 1.6346 1170 0.8076 1810 120 0.1781 960 4.2070 800 2.3629 1140 1.6341 1480 0.5987 1820 130 0.2258 170 6.3357 810 2.3167 1150 1.6317 1490 0.4439 1830 110 0.2718 180 7.7960 820 2.2841 1160 1.6355 1500 0.3291 .. 1940 150 0.3153 490 7.5841 830 2.2614 1170 1.6367 1510 0.2410 1850 160 0.3561 500 6.9111 840 2.2462 1180 1.6381 1520 0.1809 1860 170 0.1078 510 6.2120 850 2.2364 1190 1.6397 1530 0.1391 1870 180 0.9682 520 5.7612 960 2.2306 1200 1.6411 1540 0.0994 1880 190 0.5220 530 5.2203 870 2.2278 1210 1.6132 1550 0.0737 1890 200 0.5698 540 4.6304 880 2.2271 1220 1.6451 1560 0.0546 1900 210 0.6125 650 4.1991 890 2.1926 1230 1.6470 1570 0.0405 1910 220 0.6506 560 3.8852 900 2.1327 1240 1.6489 1580 0.0300 1920 230 0.7021 570 3.6583 910 2.0891 1250 1.6509 1590 0.0223 1930 240 0.7639 S80" 3.4957 920 2.0581 1260 .6529 1600 0.0165 1910 250 0.8162 S90 3.3806 930 2.0364 1270 1.6518 1610 0.0122 1950 260 0.8609 600 3.3007 940 2.0212 1280 1.6568 1620 0.0091 1960 270 0.8993 610 3.2167 950 2.0109 1290 1.6588 1630 0.0067 1970 280 0.9326 620 3.2118 960 2.0014 1300 1.6607 1640 0.0050 1980 290 0.9852 630 3.1910 979 2.0005 1310 1.6627 1650 0.0037 1990 300 1.0524 640 3.1806 989 1.9957 1320 1.6646 1660 0.0027 2000 310 1.1072 6E0 3.102? 990 1.9983 1330 1,6665 1670 0.0020 2010 320 1,1523 660 2.9791 1000 1.9990 1310 1.6681 1680 0.0015 2020 330 1.1927 670 2.8818 1010 1.9186 1350 1.6703 1690 0.0011 2030 34n 1 735S Ann 2.8165 1020 1.8600 1360 1.6722 1700 0,0008 Z040 4/12/93 Bush , Roed & Hitchings , Inc pace STORM DRAINAGE PUMPING SYSTEM • FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 :.m®: ss:cava /�'�/ DETAIL BASIN SUMMARY BASIN ID: X10 NAME: EXISTING 10YR , 24HR SBUH METHODOLOGY TOTAL AREA • 43.70 Acres BASEFLOWS: 0.00 cfs • RAINFALL TYPE • USER1 PERVIOUS AREA PRECIPITATION. . . . : 2.85 inches AREA. . : 27.80 Acres TIME INTERVAL 10.00 min CN • 85.00 TIME OF CONC • 33.66 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 15.90 Acres CN. . . . : 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1 . 9E s :0 .2200 TcReach - Shallow L: 600.00 ks: 9.00 s :0. 1000 TcReach - Channel L: 600.00 kc:21 .00 s:0.0100 PEAK RATE: 13.93 cfs VOL: 6.86 Ac-ft TIME: 450 min TIME OESIRN TIME OESIGH TIME UESIGH TIME E5IG8 HNC OESIEN TIr: Ilm.7.ti RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUN;s": (nsn) (cfs) (gin) (cfs) (nin) (cfs) (mu) (cfs) (nun. (cis) (fur. (cfs) 10 350 Lan 690 4.6126 1030 2.8948 1370 2.6597 1710 0.0010 20 360 2.8167 700 4.5544 1040 2.8166 1380 2.6617 1729 0.0007 30 370 3.0013 710 4.5146 1050 2.7592 1390 2.6636 1730 0.8005 40 0.0014 380 3.1646 720 4.4884 1060 2.7173 140G 2.6655 174E 0.0QC 50 0.0158 390 3.3109 730 4.4723 1070 2.6869 1410 • 2.6674 1750 9.000E 60 0.0512 400 3.4434 740 4.4636 1080 2.5650 1420 2.6693 176E 8.6022 70 0.1010 910 3.7779 750 4.4602 1090 2.6494 1430 2.6712 177C 0.C:22 80 0.1581 420 4,2714 760 4.4609 1100 2.63E5 1410 2.673! 17E: C.0CC 90 0.2180 430 4.6784 770 4.3435 1110 2.6310 1450 2.32E2 1753 100 0.2778 440 5.2924 780 4.1382 1120 2.6260 1460 1.7260 1800 110 0.3536 450 6.0715 790 3.9877 1130 2.6230 147G 1.2796 1810 120 0.4425 460 7.7279 800 3.8780 1140 2.6214 1462 0.9426 1 E2'. 130 0.5243 470 11.4454 810 3.7985 1150 2.6207 1492 o.7a1.2 183E 140 0.5998 480 13.9285 820 3.7413 1160 2.6209 1500 0.5214 1840 ISO 0.6660 490 13.4573 830 3.7006 1170 2.6216 1510 0.3862 1250 160 0.7265 500 12.1992 840 3.6722 1180 2.6227 1E22 0.2E65 1 E6: 170 0.8059 510 10.9643 850 3.6528 1190 2.6211 1530 0.21.4 1870 180 0.8999 520 10.0677 860 3.6401 1200 2.6257 1540 0.1575 18E1] 190 0.9799 530 9.0829 870 3.6323 1210 2.6274 1550 0.1167 1 E90 200 1.0484 .540 8.0269 880 3.6282 1220 2.6293 1550 0.0866 1900 210 1.1072 550 7.2514 890 3.5691 1230 2.6313 1570 0.0642 1910 220 1.1580 560 6.6837 900 3.4691 1240 2.6333 15E0 0.0476 1922 230 1.2311 570 6.2698 910 3.3961 1250 2.6353 1 590 0.0353 1930 240 1.3212 580' 5.9699 920 3.3432 1260 2.6373 1600 . 0.0261 1940 250 1.3957 590 5.7541 930 3.3052 1270 2.6394 1610 0.0191 1950 260 1.4662 600 5.6007 940 3.2781 1280 2.6415 1620 0.0144 1960 270 1.5414 610 5.4932 950 3.2592 1290 2.6435 1630 0.0107 197E 280 1.6203 620 5.4198 960 3.2463 1300 2.6456 1640 0.0079 19E 290 1.7458 630 5.3713 970. 3.2379 1310 2.6477 1650 0.0059 1990 300 1.9085 640 5.3413 980 3.2328 1320 2.6497 1660 0.0043 2000 310 2.0566 650 5.2002 990 3.2300 1330 2.6517 1670 0.0032 2010 320 2.1925 660 4.9757 1000 3.2291 1340 2.653? 1680 0.0024 2020 330 2.318E 670 4.8129 1010 3.1458 1350 2.6557 1690 0.001E 2030 340 2.4351 680 9.6959 1020 3.0013 1360 2.6577 1760 0.0013 1010 4/12/93 Bush , Roed & Hitchings , Inc page 4 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 aac==-ssaoa=a=ct-ax DETAIL BASIN SUMMARY BASIN ID: X1O0 NAME: EXISTING 100YR , 24HR SBUH METHODOLOGY TOTAL AREA • 43.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 3.95 inches AREA. . : 27.80 Acres TIME INTERVAL 10.00 min CN. . . . : 85.00 TIME OF CONC • 33.66 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 15.90 Acres CN • 98.00 TcReach - Sheet L: 300.00 ns:O.4OOO p2yr : 1 . 95 s :O.22OO TcReach - Shallow L: 600.00 ks : 9.00 s :O. 1OOO TcReach - Channel L: 600.00 kc:21 .00 5 :O.O1OO PEAK RATE: 21 .99 cfs VOL: 10.51 Ac-ft TIME: 480 min TINE DESIGN TINE DESIGN TINE DESIGN TINE OESI6H TINE OESIOH TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (nun) (cfs) (nin) (cfs) (nin'', (cfs) (nin) (cfs) (nin) (cfs) (nin) (cfs) 10 350 1.5212 690 6.9211 1030 1.2496 1370 3.8659 1710 0.0014 20 360 4.8531 700 6.8261 1040 4.1332 1390 3.9678 1720 0.0010 30 0.0026 370 5.1357 710 6.7593 1050 4.0476 1390 3.8697 1730 0.0008 40 0.0294 380 5.3799 720 6.7132 1060 3.9847 1400 3.8715 1740 0.0006 50 0.0941 390 5.5939 730 6.6821 1070 3.9388 1410 3.8731 1750 0.0004 60 0.1827 400 5.7836 740 6.6630 1080 3.9054 1420 3.8752 1760 0.0003 70 0.2818 410 6.3029 750 6.6519 1990 3.8912 1430 3.8770 1770 0.0002 80 0.3830 120 7.0782 760 6.6459 1100 3.8639 1440 3.8788 1780 0.0002 90 0.4813 430 7.7049 770 6.4670 1110 3.8517 1450 3.3779 1790 0.0001 100 ‘,0.5740 440 8.6571 780 6.1568 1120 3.8433 1460 2.5042 1800 110 0.6910 950 9.9653 790 5.9288 1130 3.9377 1470 1.8565 1810 120 0.9271 460 12.4445 200 5.7616 1140 3.9341 1480 1.3763 1820 130 0.9468 470 18.2147 810 5.6395 1150 3.8320 1490 1.0203 1830 140 1.0516 480 21.9922 820 5.5508 1160 3.8311 1500 0.7569 1890 150 1.1429 490 21.1946 830 5.4868 1170 3.8309 1510 0.5698 1850 160 1.2224 500 19,0961 840 5.4411 1180 3.8311 1520 0.1157 1860 170 1.3311 510 17.1028 850 5.4090 1190 3.8324 1530 0.3082 1870 180 1.4619 520 15.6463 860 5.3869 1200 3.8336 1540 0.2295 1880 190 1.5697 530 11.0715 870 5.3722 1210 3.9351 1550 0.1694 1890 200 1.6632 540 12.4024 980 5.3629 1220 3.8368 1560 0.1256 1900 210 1.7579 550 11.1732 890 5.2727 1230 3.8386 1570 0.0931 1910 220 1.8612 560 10.2699 900 5.1224 1240 3.8404 1580 0.0690 1920 230 2.0213 570 9.6079 910 5.0121 1250 3.9423 1590 0.0512 1930 240 2.2268 S20 9.1246 920 4.9315 1260 3.8443 1600 0.0379 1940 250 2.4174 590 8.7736 930 4.8730 1270 3.8463 1610 0.0281 1950 260 2.5946 600 8.5204 910 4.830E 1280 3.8493 1620 0.0208 1960 270 2.7601 610 9.3396 950 1.6006 1290 3.8503 1630 0.0155 1970 280 2.9150 620 8.2122 960 4.7794 1300 3.9522 1610 0.0115 1980 290 3.1403 630 8.1242 970 .4.7648 1310 3.8542 1650 0.0085 1990 300 3.1213 640 8.0652 980 4.7551 I320 3.8562 1660 0.0063 2000 310 3.6673 650 7.8409 990 4.7490 1330 3.8582 1670 0.0047 2010 320 3.8852 660 7.4929 1000 4.7455 1340 3.8601 1680 0.0035 2020 330 4.0804 670 7.2388 1010 9,6214 1350 3.8621 1690 0.0026 2030 14n 4 7c77 68fi 7.0542 1020 4.1075 1350 3.8640 1700 0.0019 2040 4/12/93 Bush , Roed & Hitchings , Inc page 51 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 v a=_ DETAIL BASIN SUMMARY BASIN ID: X1007 NAME: EXISTING 100YR , 7DAY SBUH METHODOLOGY • TOTAL AREA 43.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • KC7 PERVIOUS AREA PRECIPITATION • 9.80 inches AREA. . : 27.80 Acres TIME INTERVAL 60.00 min CN 85.00 TIME OF CONC • 33.66 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 15.90 Acres CN. . . . : 98.00 TcReach - Sheet L: 300.00 ns :0.4000 p2yr : 1 .95 s:0.2200 TcReach - Shallow L: 600.00 ks :9.00 s :0. 1000 TcReach - Channel L: 600.00 kc:21 .00 s :0.0100 PEAK RATE: 13.9t cfs VOL: 27.83 Ac-ft TIME: 3300 rain TIME 0ESI6N TIME 0ESI6N TIME 0ESI6N TIME 0ESI6N TIME DESIGN TIME OESIGN RUNOFF ' RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min: (cfs) (min: (cfs 60 2100 1.7373 4140 2.8816 6180 i.8410 8220 1.3252 10260 0.0021 120 2160 1.7865 4200 2.8879 6240 1.8453 8280 1.3E63 10320 0.000' 180 0.0107 2220 1.8272 4260 2.8942 6300 1.8465 8310 1.3867 10380 240 0.0573 2280 1.8654 4320 2.9002 6360 1.8478 8100 1.3872 1041C 300 0.1243 2340 1.9018 4380 2.9061 6420 1.8490 8460 1.3877 10500 360 0.1807 2100 1.9364 4440 2.9118 6480 1.8502 8520 1.3881 10560 420 0.2263 2460 2.1179 4500 2.9171 6510 1.8514 8580 1.388E 10620 480 0.2636 2520 2.3112 1560 2.6837 6600 1.8525 2640 1.329' 106E0 510 0.2915 2580 2.3597 4620 2.4353 6660 1.8537 8700 1.3895 1074E 600 0.3201 2640 2.3980 4680 2.4243 6720 1.8548 8760 1.3960 10800 660 0.3424 2700 2.4339 4710 2.4270 6780 1.8559 8920 1.390' 108of 720 0.3611 Z760 2.4680 4800 2.4301 6810 1.8571 8E80 1.3952 1092E 780 0.4263 2820 2.5005 4860 2.4337 6900 1.8592 894E 1.3913 109E2 840 0.4955 2880 3.0395 4920 2.4370 6960 1.8592 9005 1.3917 11010 900 0.5168 2940 3.6196 1980 2.4902 7020 1.8603 9060 1.i92' 11100 960 0.5327 3000 3.7048 5040 2.4433 7080 1.6321 9120 1.3926 1116C 1020 0.5463 3060 4.3685 5100 2.4464 7140 1.3911 9180 1.3930 11220 1080 0.5580 3120 5.0792 5160 2.1494 7200 . 1.3778 9210 1.3934 11280 1140 0.5696 3180 6.2632 5220 2.4524 7260 1.3775 930C 1.3933 11340 1200 0.6470 3210 9.3251 5280 2.4553 7320 1.3780 9360 1.3912 11400 1260 0.7454 3300 13.9057 5340 2.4582 7380 1.37E6 942C 1.3946 11460 1320 0.7959 3360 12.7065 5400 2.1614 7440 1.3791 948C 1.3950 11520 1380 0.8910 3420 7.3751 5460 1.8467 7500 1.3797 9590 1.3954 11580 1940 0.8834 3180 5.1173 5520 1.8300 7560 1.380E 9600 1.35E8 1164E 1500 0.9236 3540 4.3311 5580 1.8305 7620 1.3807 9666 1.396E 11700 1560 0.9616 3600 4.3054 5690 1.8318 7680 1.3813 9720 1.39E6 11760 1620 • 1.0840 3660 4.3225 5700 1.8333 7790 1.3818 9780 1.3970 11820 1680 1.2155 3720 3.6271 5760 1.8347 7800 1.3823 9810 1.3974 1188E 1790 1.2651 3780 2.8851 5820 1.8361 7860 1.3828 9900 1.3978 11940 1800 1.3078 3840 2.8495 5880 1.8379 7920 1.3833 9960 1.39E2 12000 1860 1.3481 3900 2.8544 5990 1.8388 7980 1.3838 10020 1.39ES 12060 1920 1.3863 3960 2.8619 6000 1.8401 8040 1.3843 10080 1.3989 12120 1980 1.9177 4020 2.8683 6060 1.8419 8100 1.3848 10110 0.7398 12180 2090 1.5747 4080 2.8750 6120 1.8927 8160 1.3853 10200 0.0926 12240 . 4/12/93 Bush , Roed & Hitchings , Inc page !oi. STORM DRAINAGE PUMPING SYSTEM ' FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 DETAIL BASIN SUMMARY BASIN ID: D2/24 NAME: DEVELOPED 2YR , 24HR SBUH METHODOLOGY TOTAL AREA • 44.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 1 .95 inches AREA. . : 18.50 Acres TIME INTERVAL 10.00 min CN • 81 .00 TIME OF CONC • 33. 12 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 25.50 Acres CN • 98.00 TcReach - Sheet L: 300.00 ns :O.4OOO p2yr: 1 .95 5:O.22OO • TcReach - Shallow L: 200.00 ks :27.00 s :O.O15O TcReach - Channel L: 800.00 kc:42.00 s :O.0050 TcReach - Channel L: 200.00 kc :42 .00 s :O. 1OOO TcReach - Channel L: 500.00 kc:42 .00 s :0.0100 PEAK RATE: 9. 15 cfs VOL: 4 .65 Ac-ft TIME: 480 min TIME DESIGN TINE DESIGN TIME DESIGN TInt DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) 10 350 2.0494 690 2.9524 1030 1.8615 1370 1.7211 1710 0.0006 20 360 2.1640 700 2.9158 1040 1.8113 1380 1.7225 1720 0.0004 30 370 2.2547 710 2.8910 1050 1.7748 1390 1.7241 1730 0.0003 40 380 2.3271 720 2.8751 1060 1.7483 1400 1.7256 1740 0.0002 50 390 2.3859 730 2.8655 1070 1.7293 1410 1.7271 1750 0.0002 60 0.0Q34( 400 2.4379 740 2.8606 1080 1.7157 1420 1.72E6 1760 0.0001 70 0.0202 410 2.6328 750 2.8592 1090 1.7062 1430 1.7301 1770 80 0.0532 420 2.9389 760 2.8602 1100 1.6996 1440 1.7315 1780 90 0.0964 930 3.1872 770 2.7844 1110 1.6952 1450 1.5051 1790 100 0.1453 440 3.5744 780 2.6516 11220 1.6925 1460 1.1102 1800 110 0.2100 450 4.0706 790 2.5548 1130 1.6909 1470 0.8190 1810 120 0.2882 460 5.1429 800 2.4847 1110 1.6902 1480 0.604I 1820 - 130 0.3652 470 7.5601 810 2.4343 1150 1.6901 1490 0.4457 1830 140 0.4391 480 9.1477 820 2.3983 1160 1.6906 1500 0.32877 1840 150 0.5090 490 8.7943 830 2.3729 1170 1.6913 1510 0.2425 1850 - 160 0.5745 500 7.9375 840 2.3555 1180 1.6923 1520 0.1739 1860 170 0.6577 510 7.1070 850 2.3438 1190 1.6935 1530 0.1320 1870 180 0.7551 520 6.5059 860 2.3363 1200 1.6948 1540 0.0973 1880 190 0.8419 S30 5.8534 870 2.3320 1210 1.6962 1550 0.0718 1890 0 1220 1.6977 1560 0.0530 1900 200 0.9181 510 5.159. 880 2.3300 210 0.9864 550 4.6523 890 2.2921 1230 1.6992 1570 0.0391 1910 220 1.0473 560 4.2E26 900 2.2275 1240 1.7008 1580 0.0288 1920 230 1.1301 S70 4.0143 910 2.1808 1250 1.7023 1590 0.0213 1930 240 1.2295 580 3.8207 920 2.1471 1260 1.7039 1600 0.0157 1940 250 1.3134 590 3.6820 930 2.1232 1270 1.7055 1610 0.0116 1950 260 1.3899 600 3.5839 940 2.1063 1280 1.7071 1620 0.0086 1360 270 1.4463 610 3.5156 950 2.0947 1%90 1.7087 1630 0.0063 1970 280 1.4994 620 3.4692 960 2.0870 1300 1.7103 1640 0.0046 1980 290 1.5840 630 3.4388 970 2.0821 1310 1.7118 1650 0.0034 1990 300 1.6923 610 3.4202 980 2.0793 1320 1.7134 1660 0.0025 2000 310 1.7802 650 3.3293 990 2.0781 1330 1.7150 1670 0.0019 2010 320 1.8521 660 3.1843 1000 2.0780 1340 1.7165 1680 0.001 i 2020 ..,. ,.... m711 7 nano n ' man 17u 1 7141 1 on f-n010 2030 1 4/12/93 Bush , Road & Hatchings , Inc page - STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 • 1 aca�nasaaa��saeoava�a3aa�:am���:=a_z aeaaaaaaaassaaaaa�s=�----aaaaa== DETAIL BASIN SUMMARY 1 BASIN ID: 01O NAME: DEVELOPED 1OYP. , 24HR SBUH METHODOLOGY TOTAL AREA • 44.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE. . . . : USER1 . PERVIOUS AREA • PRECIPITATION 2.8E inches AREA. . : 12.50 Acres TIME INTERVAL. . . . : 10.00 min CN 81 .00 TIME OF .CONC • 33. 12 min IMPERVIOUS .AREA ABSTRACTION COEFF: 0.20 AREA. . : 25.50 Acres CN. . . . : 98.00 PEAK RATE: 15.27 cfs VOL: 7.41 Ac-ft TIME: 420 min TIME DESISH TIEEE DESIRH TINE. 0ESIRH TIME DESIRH TIME DESIEN TIME 0ESI6h RUNOFF RUNOFF RUNOFF RUNOFF RUHOTF RUHur (min) (cfs) (min) (cfs) (min) (cfs) (Ain) (cfs) (min' (cfs) Cmir ccfs 10 350 3.3490 690 4.7544 1030 2.942E 137E 22.594E 171 O.00G? 20 360 3.5609 700 4.6913 1040 2.8622 138: 2.6 : 172 C.055_ 30 370 3.738Z 710 4.6476 1050 2.8035 139E 2.6973 173: 9.00:= 40 0.0022 380 3.8891 720 4.6181 1060 2.760E 1902 2.699E 1743 0.0003 50 0.0257 390 4.0194 730 4.5991 1070 2.7298 141E 2.7013 1752 0.0003 60 0.0932 900 4.1337 790 4.5877 1080 2.707E 1422 2.7029 1763 0.0002 70 0.1638 410 4.4830 750 4.5819 1090 Z.6917 143: 2.704E 177: 0.0a: 80 0.2563 420 5.0127 760 4.5803 1100 2.6805 1445 2.704: 17E: 0.002' 90 0.3530 430 5.4349 770 4.4560 1110 2.672E 1950 2.35'E 179'_ 100 0.4494 440 6.0834 780 4.2909 1120 2.6673 14E: 1.733: 1?= 110 0.5717 450 6.9089 790 4.0837 1130 2.6694 197: 1.27E 151: 120 0.7151 460 8.6881 800 3.9693 1190 2.6623 I46: 0.994: 1E272 130 0.8467 470 12.6822 810 3.8864 1150 2.661E 149E 0.69:4 18830 190 0.9663 480 15.2693 820 3.8268 1160 2.661E 1562 0.5137 1847 150 1.0742 490 14.6325 830 3.7842 1170 2.6623 1512 0.37E2 ISE: 160 1.1710 500 13.1739 840 3.7543 1180 2.662E 152E 0.277E 1:7:: 170 1.2986 510 11.7676 850 3.7336 1190 2.6639 153E 0.28S: 1 180 1.4498 520 10.7453 860 3.7198 1200 2.6652 159E 0.13:1 i!!: 190 1.5783 530 9.6467 870 3.7110 1210 2.6667 1551 0.!112: 189E 200 1.6879 540 8.4876 880 3.7058 1220 2.6653 156E 0.0.23 1900 210 1.7819 550 7.6389 890 3.6438 1230 2.669i 1672 0.06'' 1911: 220 1.8628 560 7.0177 900 3.5396 1240 2.671? 1532 0.0462 19:3 230 1.9804 570 6.5655 910 3.4638 1250 2.6734 159E 0.0 : 1938 210 2.1252 580 6.Z373 920 3.4088 1260 2.675E 1603 0.0345 1 i4O 250 2.2432 590 6.0007 930 3.3693 1270 2.677G 161_ 0.01 E1 1956 260 2.3400 600 5.8313 940 3.3411 1280 2.67E7 1620 0.81133 1860 270 2.1203 610: 5.7115 950 3.3213 1290 2.680E 163E 0.06% 1E70 280 2.4873 620 5.6281 960 3.3077 1300 2.6823 1640 0.0673 158E 290 2.6052 630 5.5714 970 3.2986 1310 2.6841 165E 0.6651 1930 300 2.7610 640 5.5344 980 3.2928 1320 2.685E 1662 0.0033 2%2 310 2.8869 650 5.3815 990 3.2895 1330 2.687E 157_ 0.0079 216 320 2.9966 660 5.1922 1000 3.2880 1390 2.6694 1680 0.0821 2C20 330 3.0968 670 4.9687 1010 3.2015 1350 2.6911 1639 0.001 S 203E 340 3.1890 680 4.8437 1020 3.0621 1360 2.6928 1700 0.0012 2940 • 4/12/93 Bush , Roed & Hitchings , Inc page $ s STORM DRAINAGE PUMPING SYSTEM' FOR: BRUCE BLUME COMPANY BRH NO. 90359.04 APRIL 12 , 1993 = _ ^ _ ^a s a a==a as=z aye x a=a a= DETAIL BASIN SUMMARY BASIN ID: D100 NAME: DEVELOPED 100YR , 24HR SBUH METHODOLOGY TOTAL AREA • 44.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE USER1 PERVIOUS AREA • PRECIPITATION. . . . : 3.95 inches AREA. . : 18.50 Acres TIME INTERVAL • 10.00 min CN • 81 .00 TIME OF CONC • 33. 12 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 25.50 Acres CN • 98.00 PEAK RATE: 23.23 cfs VOL: 11 . 10 Ac-ft TIME: 480 min TIME OE5I6N TIME 8E5I6H TIME - HER TIME OESI6H TIME CESIRH TIME OESIEH RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (nin) (cfs) (no) (cfs) (no) (cfs) (nin) (cfs) (nin) (cfs) 10 350 5.2971 '690 7.0252 1030 1.2845 1370 3.8352 1710 0.0012 20 360 5.6259 700 6.9271 1040 4.1665 1380 3.8969 1720 0.0009 30 0.0042 370 5.8961 710 6.8579 1050 4.0800 1390 3.8986 1730 0.0007 40 0.0478 380 6.1215 720 6.8099 1060 4.0169 1100 3.9003 1740 0.0005 9709. 1410 3.9020 17E0 0.0004 50 0.1529 390 6.3127 730 6.7715 1070 3., y 60 0.2965 900 6.9775 710 6.7566 1080 3.9375 1420 3.9037 1760 0.0003 70 0.4568 410 7.0052 750 6.7440 1090 3.9135 1430 3.9054 1770 0.0002 80 0.6201 420 7.8097 760 6.7375 1100 3.8963 1440 3.9071 1780 0.0001 90 0.778S 430 8.4431 770 6.5514 1110 3.8812 1450 3.3953 1790 0.0001 100 0.9276 440 9.4215 780 6.2322 1120 3.8759 1960 2.5046 1800 110 1.1160 450 10.6657 790 5.9929 1130 3.8703 1470 1.8476 1810 • 120 1.3353 460 13.3534 . 800 5.9276 1140 3.8667 1480 1.3629 1820 130 1.5278 470 19.3765 810 5.7032 1150 3.8646 1490 1.0054 1830 140 1.6957 180 23.2337 820 5.6131 1160 3.8636 1500 0.7416 1E40 150 1.8419 490 22.206? 830 5.5482 1170 3.8633 1510 0.5471 1850 160 1.9689 500 19.9526 840 5.5019 1180 3.8637 1520 0.4036 1860 170 2.1435 S10 17.7884 850 5.4693 1190 3.8645 1530 0.2977 1870 180 2.3539 520 16.2096 860 5.4468 1200 3.8656 1540 0.2196 1880 190 2.5268 530 14.5268 870 5.4316 1210 3.8670 1550 0.1620 1890 200 2.6697 540 12.7620 880 5.4220 1220 3.86E5 1560 0.1195 1900 210 2.7885 550 11.4670 890 5.3292 1230 3.8701 1570 0.0882 1910 220 2.8877 560 10.5181 900 5.1750 1240 3.8718 1580 0.0650 1920 230 3.0921 570 9.3252 910 5.0624 1250 3.8736 1590 0.0480 1930 240 3.2376 580 9.3201 920 1.9803 1260 3.8753 1600 0.0354 1940 250 3.3988 590 8.9537 930 9.9209 1270 3.8772 1610 0.0261 1950 260 3.5926 600 9.6894 940 4.9781 1280 3.8790 1620 0.0193 1960 270 3.6749 610 8.5003 952 4.8476 1290 3.8E08 1630 0.0142 1970 280 3.7974 620 8.3665 960 1.8261 1300 3.8826 1640 0.0105 198C Z90 4.00E3 630 8.2739 970 1.8113 1310 3.8841 1630 0.0077 1990 300 9.2871 640 8.2101 980 1.8013 1320 3.8863 1660 0.0057 2000 310 4.5212 650 7.9762 990 1.7950 1330 3.8881 1670 0.0012 2010 320 4.7209 660 7.6156 1000 1.7913 1340 3.8899 1680 0.0031 2020 330 4.8935 '670 7.3529 1010 4.6640 1350 3.8916 1690 0.0023 2030 340 5.0150 680 7.1621 1028 4.4453 1360 3.8934 1700 0.0017 2040 4/12/93 Bush , Roed & Hitchings , Inc page gift STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 - aaa==a aaaaaa�avaa>aoaaai[3��aaa>taa=�-s=c.�=tea-a.as=a9 aaacs=c=3:��=a=ate== DETAIL BASIN' SUMMARY BASIN ID: 01007 NAME: DEVELOPED 100YR , 7DAY SBUH METHODOLOGY TOTAL AREA • 44.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC7 PERVIOUS AREA PRECIPITATION • 9.80 inches AREA. . : 18.60 Acres TIME INTERVAL. . . . : 60.00 min CN. . . . : 81 .00 TIME OF CONC • 33. 12 min IMPERVIOUS .AREA ABSTRACTION COEFF: 0.20 AREA. . : 29.80 Acres CN. . . . 98.00 PEAK RATE: 14.29 cfs VOL: 28.98 Ac-ft TIME: 330E m:r, TIME DESIGN TIME DESIGN TIME. OESIGH TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUN0 `• (min) (cfs) (min) (cfs) (Ain) (cis) (min) (cfs) (mine (cfs'• trap. (cfs. 3 .. . 60 2100 1.9689 4140 2.9133 6180 1.8562 8220 1.3635 10256 0.0616 120 2160 2.0070 4200 Z.9189 6240 1.8574 8280 1.3939 10320 180 0.0174 2220 Z.0372 1260 2.9244 6300 1.8585 8310 1 3941 103130 240 0.0925 2280 2.0656 4320 2.9298 6360 1.8597 8400 1.3916 10140 300 0.2004 2340 2.0927 4380 2.9350 6420 1.8608 8460 1.3953 10500 360 0.2906 2900 2.1185 4440 2.9401 6480 1.8619 8520 1.396° 10560 420 0.3636 2460 2.3052 4500 2.9451 6510 1.8630 8580 1.3660 1062E 480 0.9233 2520 2.5025 4560 2.7066 6600 1.8641 8610 _36E6 10630 540 0.4728 2580 2.5407 4620 2.4552 6660 1.8652 8700 1.3970 1074C 600 0.5143 2640 2.5697 4680 2.4458 6720 1.866? 8760 1.3973 10800 660 0.5194 2700 2.5970 4740 2.4483 6780 1.8672 8820 1.397E 10E60 720 0.5793 2760 2.6Z30 4800 2.4514 6840 1.8684 1880 1.3509 10923 780 0.6846 2820 2.6479 4860 2.4544 6900 1.8694 86400' .2960 10960 840 0.7957 2880 3.2104 4920• 2.1573 6960 1.87E' 900E I.9550 11040 900 0.8292 2940 3.8090 4980 2.4603 7020 1.871' 906E 1.3593 j1110;. 960 0.8546 3000 3.8792 5040 2.4631 7080 1.6402 9120 1.400E 11160 1020 0.8763 3060 4.5607 5100 2.4559 7140 1.3972 9180 1.4001 1122 1080 0.8951 3120 5.2836 5160 2.4687 7200 1.3867 924C 1.10E6 1 i 290 1140 0.9114 3180 6.4905 5220 2.4714 7260 1.3656 9300 .1010 1131 1200 1.0088 3240 9.6310 5280 2.4710 7320 1.3861 9360 1.1013 11100 1260 1.1107 3300 14.2898 5340 2.4766 7380 1.366E 9420 1.1000 11460 1320 1.1301 3360 12.9672 5400 2.1748 7440 1.3871 9480 1.401' 11620 1380 1.1135 3120 7.4619 5460 1.8574 7500 1.3877 9545 1.40.3 11580 1440 1.1583 3480 5.1801 5520 1.8430 7560 1.3822 960E 1.4091 11610 1500 1.1813 3540 4.390S 5580 1.8436 7620 1.3897 9660 1.4025 11706 1560 1.2096 3600 4.3683 5640 1.8449 7680 1.3892 9720 1.4039 11760 1620 1.3430 3660' 4.3839 5700 1.8462 7710 1.3997 9780 1.4043 11920 1680 1.9846 3720 3.6701 S760 1.8475 7800 1.3901 9840 1.104' 11830 1710 1.5233 3780 2.9159 5820 1.3488 7860 1.3906 9900 1.405: 11940 1800 1.5550 3840 2.8849 588E 1.8501 7920 1.391! 9960 1.4004 17690 1860 1.5849 3900 2.8894 5940 1.2513 7980 1.3916 10020 1.10ES 12060 1920 1.6132 3960 2.8955 6000 1.3526 8040 1.3921 1008C 1.4561 12120 1980 1.6400 1020 2.9016 6060 1.8538 8100 !.3926 10110 0.7E79 12180 2010 1.7998 1080 2.9075 6120 1.3550 8160 1.3930 1020E 0.0305 12290 4/12/93 Bush , Roed & Hitchings , Inc page 10 , STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib . NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 7.796 480 176115 cf 43.70 tX. 2/2.4- 2 13.929 480 298801 cf 43.70 Ex. 10/24- 1 1 3 21 .992 480 457953 cf 43.70 E:c . 100/24 4 13.906 3300 1212181 cf 43.70 e•4 • 100 .�(. 1 dan 5 9. 148 480 • 198143 cf 44.00 Oe'J. 2/24 6 15.269 .480 322959 cf 44.00 De4• 10/1-4- 7 23.234 480 493E50 cf 44.00 vex. \co /4= 8 14.290 3300 1252332 cf 44.00 D2 J. toff) :' a'-`", 13 0. 175 1560 17198 cf 43.70 Cx. too/iG c`'_. So 1-1 P 14 2.425 5400 795053 cf 43.70 E,c. too r, o,--- r.-)- 5o cMP J 15 1 .714 1450 10247 cf 44 .00 De•i, c./ L.4 '— pu -F 16 2.330 780 135063 cf 44.00 "C¢�. i0/24 0,-'- F,�..^-•F 17 2.330 570 295653 cf 44.00 De'/. io /Z4 ors' p.c.....p 18 2.330 2880 1075748 cf 44.00 i.z.I, -` • -, -',-•:, °-�"- P%-"--F 4/12/93 Bush , Roed & Hitchings , Inc page 11 X STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 ==x::=x:asaxs�=xzxsa�aazx xaanz�xz=s=azz x-=- - ==-mx a STAGE STORAGE TABLE CUSTOM STORAGE ID No. XPOND Description: EXISTING WETLANDS POND STAGE (--STORAGE---) STAGE (----STORAGE-) STAGE (----STORAGE----) STAGE ..---510RE5_---` (ft) -cf-- --Ac-Ft- (ft) ---cf-- -Ac-ft- (ft) -cf- -flc-Ft (ft) -cf--- -- -Ft- ' czzaaazxa_sssxnszz:zzaa:cant-anaaznzanaana:azssz--zaazxaacaaxazcec a ezvczzacruxxxcazxx_ 10.00 0.0000 0.0000 12.00 241606 5.6151 14.00 748119 17.181 16.00 1351356 31.911 10.10 0.0000 0.0000 12.10 268109 6.1548 14.10 778634 17.875 16.10 1130232 32.E55 10.20 0.0000 0.0000 12.20 291601 6.6942 14.20 808849 18.569 16.20 146922E 33.7:5 10.30 0.0000 0.0000 12.30 315099 .7.2337 14.30 839069 19.262 16.30 1508161 31.623 10.40 0.0000 0.0000 12.40 338596 7.7731 14.40 869Z79 19.956 16.10 1547100 36.Er 10.50 0.0000 0.0000 12.50 362094 8.3125 14.50 899999 20.650 16.50 1586036 36.41: 10.60 8919 0.2046 12.60 385591 8.8520 14.60 929709 21.393 16.69 1621972 37.36 10.70 17828 0.4093 12.70 409089 9.3911 14.70 959924 22.037 16.70 16639E9 39.195 10.90 26711 0.6139 12.80 432586 9.9308 14.80 990139 22.730 16.80 1702214 33.09: 10.90 35655 0.8185 12.90 456084 10.470 11.90 1020359 23.124 16.9E 1741703 3..9;- 11.00 44569 1.0232 13.00 479581 11.010 15.00 1050569 24.11E 17.00 1780716 46.89: 11.10 64573 1.1821 13.10 506465 11.627 15.10 1084649 24.900 17.10 18245115 41.895 11.20 84576 1.9416 13.20 533349 12.244 15.20 1118726 25.652 17.20 1869313 12.29 11.30 104580 2.4008 13.30 560233 12.861 15.30 1152805 26.155 17.30 19121112 93.63: 11.90 129584 2.8600 13.40 587116 13.478 15.90 1186884 27.2477 17.46 1956916 19.5:_ 11.50 144588 3.3193 13.50 614000 14.0% 15.50 1220963 28.02E 17.50 1999709 95..E:- 11.60. 164591 3.7785 13.60 640884 14.713 15.60 125.5041 28.91: 17.60 204350' 9:.9': 11.70 184595 1.2377 13.70 667768 15.330 15.70 1289120 29.594 17.17. 206 7 3__ 47.51 11.80 204599 4.6969 13.80 694651 15.947 15.80 1323199 30.370 17.80 :131104 15.9:3 11.90 229603 5.1562 13.90 721535 16.564 15.90 135727E 31.15= 17.96 :174903 4/12/93 Bush , Roed & Hitchings , Inc pageri_S4. STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 5 .= = STAGE STORAGE TABLE CUSTOM STORAGE ID No. DPOND Description: DEVELOPED WETLANDS POND STAGE (----STORAGE---) STAGE (----STORR6E----) STAGE (---STORR6E--) STAGE (--STORAGE--) (ft) ---cf-- -Rc-Ft- (ft) --cf---Rc-Ft- (ft) ---cf --Rc-Ft- (ft) --cf- 10.00 0.0000 0.0000 14.00 661694 15.190 18.00 2170619 49.231 22.00 4943919 113.50 10.10 D.0000 0.0000 14.10 685833 15.745 18.10 2239951 51.422 22.10 5013251 115.09. 10.20 0.0000 0.0000 14.20 709971 16.299 18.20 2309284 53.014 22.20 5082584 116.68 10.30 0.0000 0.0000 14.30 734110 16.853 18.30 2378616 54.606 22.30 5151916 118.27 10.40 0.0000 0.0000 14.40 758219 17.407 18.40 24/7949 56.197 22.40 5221249 119.86 10.50 0.0000 0.0000 14.50 782382 17.961 18.56 2517281 57.7E9 22.50 5290581 121.46 10.60 8614 0.1977 14.60 806526 18.515 18.60 2586614 59.380 22.60 535991° 123.05 10.70 17228 0.3955 14.70 830665 19.069 18.70 2655946 60.972 22.70 5429216 124.64 10.80 25841 0.5932 14.80 854804 19.624 18.80 2725279 62.564 22.80 5498575 126.23 10.90 34455 0.7910 14.90 97894E 20,178 18.90 2794611 64.155 22.90 55.67911 127.82 11.00 43069 0.9987 15.00 903081 20.732 19.00 2863944 65.747 23.00 5627244 129.41 11.10 61878 1.1205 15.10 929796 21,345 19.10 2933276 67.333 23.10 5706576 131.00 11.20 80686 1.8523 15.20 956511 21.958 19.20 3002609 68.930 23.20 5775909 132.60 11.30 99495 2.2841 15.30 983226 22.572 19.30 3071941 70.522 23.30 5815241 134.19 11.40 118304 2.7159 15.40 1009941 23.185 19.40 3141274 72.114 23.40 5914574 135.78 11.50 137113 3.1477 15.50 1036656 23.798 19.50 3210606 73.705 23.50 5983906 137.37 11.60 155921 3.5795 15.60 1063371 24.412 19.60 3279939 75.297 23.60 6053239 138.96 11.70 174730 4.0112 15.70 1090086 25.025 19.70 3319271 76.989 23.70 6122571 140.55 11.80 193539 4.4420 15.80 1116801 25.638 19.80 3418604 78.190 23.80 6191904 142.15 11.90 212348 4.8718 15.90 1143516 26.252 19.90 3487936 80.072 23.90 6261236 143.74 12.00 231156 5.3066 16.00 1170231 26.865 20.00 3557269 81.664 24.00 6330569 115.33 12.10 251934 5.7836 15:10 1200932 27.570 20.10 3626601 83.255 24.10 6399901 146.92 12.20 272711 6.2606 15.20 1231611 28.275 20.20 3E95934 84.947 21.20 6469234 118.51 12.30 293489 6.7376 16.30 1262350 28.980 20.30 3765266 86.439 21.30 6538566 150.10 12.40 314266 7.2146 16.10 1293056 29.684 20.40 3834599 88.030 24.40 6607299 151.70 12.50 335041 7.6915 16.50 1323763 30.389 20.50 3903931 89.622 24.50 6677231 153.29 12.60 355821 8.1685 16.60 1354469 31.094 20.60 3973264 91.214 24.60 6746564 154.88 12.70 376599 8.6455 16.70 1395175 31.799 20.70 4042596 92.205 21.70 6815896 156.47 12.80 397376 9.1225 16.80 1115881 32.504 20.80 1111929 94.397 21.80 6885229 158.06 12.90 418154 9.5995 16.90 1446588 33.209 20.90 4181261 95.999 24.90 6951561 159.65 13.00 138931 10.076 17.00 1477294 33.911 21.00 4250594 97.580 25.00 7023294 161.25 13.10 461208 10.588 17.10 1546626 35.506 21.10 4319926 99.172 25.10 7093226 162.84 13.20 483484 11.099 17.20 1615959 37.097 21,20 4389259 100.76 25.20 7162559 164.43 13.30 505760 11.611 17.30 1685791 38.689 21.30 4458591 102.36 25.30 7231291 166.02. 13.40 528036 12.122 17.40 1754624 40.291 21.40 4527924 102.95 25.40 7301224 167.61 13.50 550313 12.6E3 17.50 1823956 41.872 21.50 4597256 105.54 25.50 7370556 169.20 13.60 572589 13.145 17.60 1893299 43.464 21.60 4666599 107.13 25.60 7439E89 170.80 13.70 594865 13.656 17.70 1962621 45.056 21.70 1735521 109.72 25.70 7509221 172.39 13.80 617141 14.168 17.80 2031951 46.647 21.80 1805254 110.31 25.80 7578554 173.98 13.90 639418 14.579 17.90 2101286 48.239 21.90 1874586 111.91 25.90 7617296 175.5? 4/12/93 Bush , Roed & Hitchings , Inc pager)* STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 =scaa�a saaaaa a3aaaa.aan:•iasm aaa aaxs:=aaas<c=a=a-=3cacvi==:aaa=a==c=a=a== STAGE STORAGE TABLE ' STAGE (----STORAGE--) STR6E (--STORAGE--) STAGE (----STORAGE----) STAGE (--S10RAGE----) (ft) -cf- -Ac-Ft- (ft) -cf-- -Ac-It- (ft) ---cf- --Ac-Ft- (ft) -cf--- -A:-Ft- - -g>1SilfiyiiII� Jfi�=LiIIii4iiii SSSiiIIII ttn.n.itl•ili4 L Z6.00 7117219 171.16 27.80 8965204 205.81 29.60 10213189 234.46 31.40 11161174 263.11 26.10 7786551 178.75 27.90 1034536 207.40 29.70 10282521 236.05 31.50 11530506 264.70 • 26.20 7855881 180.35 28.00 9103869 209.00 29.80 10351851 237.65 31.60 11599839 266.30 26.30 7925216 181.94 Z8.10 9173201 210.59 29.90 10421186 239.24 31.70 11669171 267.89 26.40 7994549 183.53 28.20 9242534 212.18 30.00 10490519 240.83 31.80 11738504 269.48 26.50 8063881 185.12 Z8.30 9311066 213.77 30.10 10559851 242.42 31.90 11807836 271.0' 26.60 8133214 186.71 28.40 9381199 215.36 30.20 10629184 241.01 32.03 11877155 Z72.66 26.70 8202546 188.30 28.50 9450531 216.95 30.30 10698516 245.60 32.10 11946501 274.25 26.80 8271879 189.90 28.60 9511864 218.55 30.40 10767849 247.20 32.22 1201583i 273.65 26.90 8341211 191.49 28.70 9589196 220.14 30.50 10837181 248.75 32.30 i 205516i 17." 27.00 8410544 193.08 28.80 9658529 221.73 30.60 10906514 250.39 32.43 121154495 79.3. 27.10 8479876 194.67 28.90 9727861 223.32 30.70 10975846 251.97 32.52 12223831 232.6: 27.20 8549209 196.26 29.00 9197194 224.91 30.80 11045179 253.55 32.62 12293164 28:.:' • ' 27.30 8618541 197.85 Z9.10 9866526 226.50 30.90 11114511 255.15 3:.7 :2362196 % • - 27.40 8687874 199.45 29.20 9935859 228.10 31.00 11183844 256.75 32.8012431E29 285.4E 27.50 8757206 201.04 29.30 10005191 229.69 31.10 11253176 258.34 32.90 12501161 2E6.95 27.60 8826539 202.63 29.4010074524 231.28 31.20 11322509 259.93 27.70 8895871 209.22 29.50 10143856 232.87 31.30 11391841 261.52 • 4/12/93 Bush , Roed & Hitchings , Inc page 14 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90389.04 APRIL 12 , 1993 ==xaaa=aa=sac-3=ax=s =xxc= �����a:�SCS�x33Zt�a33x���6aII�i sae= STAGE DISCHARGE TABLE f f INLET CONTROL CULVERT ID No. 3OCMP Description: EXISTING 30 INCH CMP TO RIVER Diameter ( ft ): 2.50 Entrance type: 1 Length ( ft ) . 70.00 Invert E1ev 12.50 Slope ( ft/ft ) : 0.00S0 No. of Clvrts : 1 Mannings n : 0.0240 Max Ponding el : 20.00 Stg-Dis Increment : 0. 10 . STAGE (--0ISCHAR6E---) STAGE (--OISCHARGE---) STAGE (--OISCHMRGE---) STAGE (-OISCHHREE--) (ft) -cfs- ----- (ft) --cfs- ---- (ft) ---cfs-- ---- (ft) -cfs- --- ----a==r=�=aa=aa 12.50 0.0000 14.40 13.136 16.30 33.118 18.20 12.607 12.60 0.0444 14.50 14.245 16.40 33.684 18.30 43.049 12.70 0.0888 14.60 15.356 16.50 34.241 18.40 43.486 12.80 0.1332 14.70 22.173 16.60 34.789 18.50 43.918 12.90 0.1777 14.80 23.010 16.70 35.328 18.60 44.347 13.00 0.2221 14.90 23.818 16.80 35.859 18.70 44.771 13.10 0.9410 15.00 24.599 16.90 36.383 18.80 15.192 13.20 1.6890 15.10 25.356 17.00 36.899 18.90 45.608 13.30 2.1676 15.20 26.091 17.10 37.408 19.00 46.021 13.40 3.2780 15.30 26.806 17.20 37.910 19.10 46.430 13.50 4.1214 15.40 27.503 17.30 38.406 19.20 46.836 13.60 4.9988 15.50 28.182 17.40 38.895 19.30 47.238 13.70 5.9105 15.60 28.845 17.60 39.378 19.10 17.636 13.80 6.8561 15.70 29.493 17.60 39.855 19.50 48.032 13.90 7.8356 15.80 30.128 17.70 40.327 19.60 48.424 14.00 8.8465 15.90 30.719 17.80 40.793 19.70 48.813 14.10 9.8862 16.00 31.358 17.90 41.254 19.80 49.199 14.20 10.951 16.10 31.955 18.00 41.710 19.9,9 49.521 11.30 12.036 16.20 32.592 18.10 42.161 20.00 49.961 4/12/93 Bush , Road & Hitchings , Inc page 15 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 ==man=- -=ason--a=ccaan==n=a==n==a=a=aC==a===a=a Canaan==a STAGE DISCHARGE TABLE DISCHARGE LIST ID No. PUMP Description: WETLANDS OVERFLOW PUMP SI86E (--OISCHARSE-) STAGE (--0ISCHAR6E--) STASE (--OISCH8RSE--) STAGE (--OISCHARSE--) (ft) -cfs- (ft) --cfs- (ft) -cf5-- ---- (ft) -cfs- - -_„ 10.00 0.0000 10.40 O.0000 10.80 0.0000 11.20 0.0000 10.01 0.0000 10.41 0.0000 10.81 0.0000 11.21 0.0000 10.02 0.0000 10.42 0.0000 10.82 0.0000 11.22 0.0000 10.03 0.0000 10.43 0.0000 10.83 0.0000 11.23 0.0000 10.04 0.0000 10.44 0.0000 10.84 0.0000 11.24 0.0000 10.0S 0.0000 10.45 0.0000 10.85 0.0000 11.25 0.0000 10.06 0.0000 10.46 0.0000 10.86 0.0000 11.26 0.000E _ 10.07 0.0000 10.17 0.0000 10.87 0.0000 1!.27 0.00011 10.08 0.11000 10.48 0.00110 10.88 0.0000 11.26 0.0000 10.09 0.0000 10.49 0.0000 10.89 0.0000 11.23 0.0000 10,10 0.0000 10.50 0.0000 10.90 0.0000 11.30 0.0000 10.11 0.0000 10.51 0.0000 10.91 0.0000 11.31 0.0000 10.12 0.0000 10.52 0.0000 10.92 0.0000 11.32 0.0000 .. 10.13 0.0000 10.53 0.0000 10.93 0.0000 11.33 0.0000 10.14 0.0000 10.54 0.0000 10.94 0.0000 11.31 0.0000 10.15 0.0000 10.55 0.0000 10.95 0.0000 11.35 O.0003 10,16 0.0000 10.56 0.0000 10.96 0.0000 11.35 0.0000 10.17 0.0000 10.57 0.0000 10.97 0.0000 11.37 0.0000 10.18 0.0000 10.58 0.0000 10.98 0.0000 11.3S 0.0000 10.19 0.0000 10.59 0.0000 10.99 0.0000 11.3: 0.0002 10.20 0.0000 10.60 0.0000 11.00 0.0000 11.40 0.0000 10.21 0.0000 10.61 0.0000 11.01 0.0000 11.11 0.0000 10.22 0.0000 10.62 0.0000 11.02 0.0000 11.42 0.0003 10.23 0.0000 10.63 0.0000 11.03 0.0000 11.43 0.0003 10.24 0.0000 10.64 0.0000 11.04 0.0000 11.44 0.0000 10.25 0.0000 10.65 0.0000 11.05 0.0000 11.45 0.0000 10.26 0.0000 10.66 0.0000 11.06 0.0000 11.46 0.0000 10.27 0.0000 10.67 0.0000 11.07 0.0000 11.17 0.0000 10.2E 0.0000 10.68 0.0000 11.08 0.0000 11.42 0.0000 1 10.29 0,0000 10.69 0.0000 11.09 0.0000 11.49 0.0000 10.30 0.0000 10.70 0.0000 11.10 0.0000 11.50 0.0000 10.31 0.0000 10.71 0.0000 11.11 0.0000 11.51 0.0000 10.32 0.0000 10.72 0.0000 11.12 0.0000 11.52 0.0000 10.33 0.0000 10.73 0.0000 11.13 0.0000 11.53 0.0000 10.34 0.0000 10.74 0.0000 11.14 0.0000 11.54 0.0000 10.35 0.0000 10.75 0.0000 11.15 0.0000 11.SS 0.0000 10.36 0.0000 10.76 0.0000 11.16 0.0000 11.S6 0.0000 10.37 0.0000 10.77 0.0000 11.17 0.0000 11.57 0.0000 10.38 0.0000 10.78 0.0000 11.18 0.0000 11.5E 0.0000 10.39 0.0000 10.79 0.0000 11.19 0.0000 11.59 0.0000 4/12/93 Bush , Roed & Hitchings , Inc page 18 ' STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 .....a........ = =va==a=====a<=x.===.=c..==....aa====a a.a0-a aaavaa a=nx<az== STAGE DISCHARGE TABLE SIRE (--DISCHARGE---) URGE (--DISCHARGE---) STAGE (--DISCHARGE--) STAGE (--DISCHARGE-) (ft) -cfs-- - (ft) ---cfs-- (ft) -cfs-- -- (ft) -cfs- - xszzzxaaax:saa�s:sssaxxsas xcx axis xtzszcas-+x==:ua=_-�x_z:sasxazv a r_z= =xsxzasa�:szzz�aaazasass • 11.60 0.0000 12.01 Z.3300 12.48 2.3300 12.92 2.3300 11.61 0.0000 12.05 2.3300 12.49 2.3300 12.93 2.3300 11.62 0.0000 12.06 2.3300 12.50 2.3300 12.94 2.3300 11.63 0.0000 12.07 2.3300 12.51 2.3300 12.95 2.3300 • 11.64 0.0000 12.08 2.3300 12.52 2.3300 12.96 2.3300 11.65 0.0000 12.09 2.3300 12.53 2.3300 12.97 2.3300 11.66 0.0000 12.10 2.3300 12.54 2.3300 12.98 2.3300 11.67 0.0000 .12.11 2.3300. 12.55 2.3300 12.99 2.3300 11.68 0.0000 12.12 2.3300 12.56 2.3300 13.00 2.3300 11.69 0.0000 12.13 2.3300 12.5? 2.3300 13.01 2.3300 11.70 0.0000 12.14 2.3300 12.58 2.3300 13.02 2.3300 - 11.71 0.0000 12.15 2.3300 12.59 2.3300 13.03 2.3300 • 11.72 0.0000 12.16 2.3300 12.60 2.3300 13.04 2.3300 11.73 0.0000 12.17 2.3300 12.61 2.3300 13.0S Z.3300 11.74 0.0000 12.18 2.3300 12.62 2.3300 13.06 2.3300 11.75 0.0000 12.19 2.3300 12.63 2.3300 13.07 2.3300 11.76 0.0000 12.20 2.3300 12.64 Z.3300 13.08 2.3300 11.77 0.0000 12.21 2.3300 12.65 2.3300 13.09 2.3300 r4 _J Q 11.78 2.3300 12.22 2.3300 12.66 2.3300 13.10 2.3300 � p I 11.79 2.3300 12.23 2.3300 12.67 2.3300 13.11 2.3300 °t"" 11.80 2.3300 12.24 2.3300 12.68 2.3300 13.12 2.3300 11.81 2.3300 12.2S 2.3300 12.69 2.3300 13.13 Z.3300 11.82 2.3300 12.26 2.3300 12.70 2.3300 13.14 2.3300 11.83 2.3300 12.27 2.3300 12.71 2.3300 13.15 2.3300 11.84 2.3300 12.28 2.3300 12.72 2.3300 13.16 2.3300 11.85 2.3300 12.29 2.3300 12.73 2.3300 13.17 Z.3300 11.86 2.3300 12.30 2.3300 12.74 2.3300 13.12 2.3300 11.87 2.3300 12.31 2.3300 12.75 2.3300 13.19 2.3300 11.88 2.3300 12.32 2.3300 12.76 2.3300 13.20 2.3300 11.89 2.3300 12.33 2.3300 12.77 2.3300 13.21 2.3300 11.90 2.3300 12.34 2.3300 12.78 Z.3300 13.22 2.3300 11.91 2.3300 12.35 2.3300 12.79 2.3300 13.23 2.3300 ' 11.92 2.3300 12.36 2.3300 12.80 2.3300 13.24 2.3300 • 11.93 2.3300 12.37 2.3300 12.81 2.3300 13.25 2.3300 11.94 2.3300 12.38 2.3300 12.82 2.3300 13.26 2.3300 11.95 2.3300 12.39 2.3300 12.93 2.3300 13.27 2.3300 11.96 2.3300 12.40 2.3300 12.84 2.3300 13.28 2.3300 11.97 2.3300 12.41 2.3300 • 12.95 2.3300 13.29 2.3300 11.98 2.3300 12.42 2.3300 12.86 2.3300 13.30 2.3300 11.99 2.3300 12.43 2.3300 12.87 2.3300 13.31 2.3300 12.00 2.3300 12.44 2.3300 12.89 2.3300 13.32 2.3300 12.01 2.3300 -1-2.45 2.3300 12.89 2.3300 13.33 2.3300 12.02 2.3300 12.46 2.3300 12.90 2.3300 13.34 2.3300 12.03 2.3300 12.47 2.3300 12.91 2.3300 13.3S 2.3300 . 4/12/93 Bush , Roed & Hitchings , Inc page 17 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 x====as:ax=:a aaataxa=aavasaa cavxs==axa=a==xa-aaa=asaaa=va====a STAGE DISCHARGE TABLE STAGE (--OISCHRRBE---) STAGE (-DISEHRRGE--) STAGE (-DISCHRRGE---) STAGE (--OISCHRRGE---). (ft) -cfs- (ft) -cfs- - (ft) -cfs- ---- (ft) --cfs-- --- 13.36 2.3300 13.80 2.3300 11.24 2.3300 14.68 2.3300 13.37 2.3300 13.81 2.3300 14.25 2.3300 14.65 Z.3300 13.38 2.3300 13.82 2.3300 14.26 2.3300 11.70 2.3300 13.39 2.3300 13.83 2.3300 14.27 2.3300 11.71 2.3300 13.10 2.3300 13.84 2.3300 14.28 2.3300 14.72 2.3300 13.11 2.3300 13.85 2.3300 14.29 2.3300 14.73 2.3300 13.12 2.3300 13.86 2.3300 14.30 2.3300 14.71 2.3300 13.43 2.3300 13.87 2.3300 11.31 Z.3300 14.75 2.3300 13.44 2.3300 13.88 2.3300 14.32 2.3300 11.78 2.3300 13.45 2.3300 13.89 2.3300 14.33. 2.3300 11.77 2.3300 13.46 2.3300 13.90 2.3300 11.34 2.3300 11.72 2.3300 13.47 2.3300 13.91 2.3300 14.35 2.3300 14.79 2.3300 , 13.48 2.3300 13.92 2.3300 14.36 Z.3300 14.80 2.3300 13.49 2.3300 13.93 2.3300 11.37 2.3300 14.81 2.3300 13.50 2.3300 13.94 2.3300 14.38 2.3300 14.82 2.3300 13.51 2.3300 13.95 2.3300 14.39 Z.3300 11.83 2.3300 13.52 2.3300 13.96 2.3300 14.40 Z.3300 14.04 2.3300 13.53 2.3300 13.97 2.3300 14.41 2.3300 11.83 2.3300 13.54 2.3300 13.98 2.3300 14.42 2.3300 11.92 2.3300 13.55 2.3300 13.99 2.3300 14.43 2.3300 14.87 2.3300 13.56 2.3300 14.00 2.3300 14.11 2.3300 14.82 2.3300 13.57 2.3300 14.01 2.3300 14.45 2.3300 11.99 2.3300 13.58 2.3300 14.02 2.3300 14.46 2.3300 14.90 2.330G 13.59 2.3300 14.03 2.3300 14.47 2.3300 11.91 2.330 13.60 2.3300 11.04 2.3300 14.48 2.3300 14.9: 2.3300 13.61 2.3300 14.05 2.3300 14.49 2.3300 14.93 2.3300 13.62 2.3300 14.06 2.3300 14.50 2.3300 11.9' 2.3300 13.63 2.3300 14.07 2.3300 14.51 2.3300 11.95 2.3300 13.61 2.3300 11.08 2.3300 14.52 2.3300 14.92 2.3300 13.65 2.3300 14.09 2.3300 14.53 2.3300 14.97 2.3300 13.66 2.3300 14.10 2.3300 14.51 2.3300 14.99 2.3300 13.67 2.3300 11.11 2.3300 14.55 2.3300 11.99 Z.3300 13.68 2.3300 11.12 2.3300 14.56 2.3300 15.02 2.336E 13.69 2.3300 14.13 2.3300 14.57 2.3300 15.01 2.3300 13.70 2.3300 11.11 2.3300 14.58 2.3300 15.02 2.3300 13.71 Z.3300 14.15 Z.3300 11.59 2.3300 15.83 2.3300 13.72 2.3300 14.16 2.3300 14.60 2.3300 15.04 2.3300 13.73 2.3300 14.17 2.3300 14.61 2.3300 15.02 2.3300 H -, 13.74 2.3300 14.18 2.3300 14.62 2.3300 15.02 2.1300 13.75 2.3300 14.19 2.3300 14.63 Z.3300 15.07 2.3300 13.76 2.3300 11.20 2.3300 11.64 2.3300 15.88 2.3300 13.77 2.3300 19.21 2.3300 14.65 2.3300 15.0'3 Z.3300 1 13.78 2.3300 14.22 2.3300 14.66 2.3300 13.10 Z.3300 13.79 2.3300 14.23 2.3300 14.67 2.3300 15.11 2.3300 4/12/93 Bush , Roed & Hitchings , Inc page 18 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY ( BRH NO. 90369.04 APRIL 12 , 1993 ===3s===as Q===================== ====a====a===.=sa[as:a<aaa===sxaa=== 1 STAGE DISCHARGE TABLE STAGE (--DISCHARGE--) STAGE (--DISCHARGE---) STAGE (--DISCHARGE--) STAGE (-DISCHARGE--) (ft) -cfs- - (ft) ---cfs- --- (ft) --cfs- (ft) ---cfs-- -- scansannnaaf..rszaasaacacszr...zazseczr-ac__=r==s__zac_s__nnr_sean_aaaasas..sssaaaass:: 15.12 2.3300 15.56 2.3300 16.00 2.3300 16.44 2.3300 15.13 2.3300 15.57 Z.3300 16.01 2.3300 16.45 2.3300 15.14 2.3300 15.58 2.3300 16.02 2.3300 16.46 2.3300 15.15 2.3300 15.59 2.3300 16.03 2.3300 16.47 2.3300 15.16 2.3300 15.60 2.3300 16.04 2.3300 16.48 2.3300 . - 15.17 2.3300 15.61 2.3300 16.05 2.3300 16.49 2.3300 15.18 2.3300 15.62 2.3300 16.06 2.3300 16.50 2.3300 15.19 2.3300 15.63 2.3300 16.07 2.3300 16.51 2.3300 15.20 2.3300 15.64 2.3300 16.08 2.3300 16.52 2.3300 15.21 2.3300 15.65 2.3300 16.09 2.3300 16.53 2.3300 15.22 2.3300 15.66 2.3300 16.10 2.3300 16.54 2.3300 15.23 2.3300 15,67 2.3300 16.11 2.3300 16.55 2.3300 15.24 2.3300 15.68 2.3300 16.12 2.3300 16.56 2.3300 15.25 2,3300 15.69 2.3300 16.13 2.3300 16.67 2.3300 15.26 2.3300 15,70 2.3300 16.14 2.3300 16.59 2.3300 15.27 2.3300 15.71 2.3300 16.15 2.3300 16.59 2.3300 15.28 2.3300 15.72 2.3300 16.16 2.3300 16.60 2.3300 15.29 2.3300 1 5.73 2.3300 16.17 2.3300 16.61 2.3300 15.30 2.3300 15.74 2.3300 16.18 2.3300 16.62 2.3300 15.31 2.3300 15.75 2.3300 16.19 2.3300 16.63 2.3300 15.32 2.3300 15.76 2.3300 16.20 2.3300 16.64 2.3300 15.33 2.3300 15.77 2.3300 i6.21 2.3300 16.65 2.3300 15.34 2.3300 15.78 2.3300 16.22 2.3300.. 16.66 2.3300 15.35 2.3300 15.79 2.3300 16.23 2.3300 16.67 2.3300 15.36 Z.3300 15.80 2.3300 16.24 Z.3300 16.68 2.3300 15.37 2.3300 15.81 2.3300 16.25 2.3300 16.69 2.3300 1 5.38 Z.3300 15.82 2.3300 i 6.26 2.3300 16.70 2.3300 15.39 2.3300 15.83 2.3300 16.27 2.3300 16.71 2.3300 15.10 2.3300 15.84 2.3300 16.28 2.3300 16.72 2.3300 15.41 2.3300 15.85 2.3300 16.29 2.3300 15.73 2.3300 15.42 2.3300 15.86 2.3300 16.30 2.3300 16.74 2.3300 i 5.43 2.3300 15.87 2.3300 16.31 2.3300 16.75 2.3300 15.14 2.3300 15.88 2.3300 16.32 2.3300 16.76 2.3300 15.45 2.3300 15.89 2.3300 16.33 2.3300 16.77 2.3300 15.46 2.3300 1 5.90 2.3300 16,34 2.3300 16.78 2.3300 15.47 2.3300 15.91 2.3300 16.35 2.3300 16.79 2.3300 15.48 2.3300 15.92 2.3300 16.36 2.3300 16.80 2.3300 15.99 2.3300 15.93 2.3300 16.37 2.3300 16.81 2.3300 15.50 2.3300 15.94 2.3300 16.38 2.3300 16.82 2.3300 15.51 2.3300 15.95 2.3300 16.39 2.3300 16.83 2.3300 15.52 2.3300 15.96 2.3300 16.40 2.3300 16.84 2.3300 15.53 2.3300 15.97 2.3300 16.41 2.3300 16.85 2.3300 15.51 2.3300 15.98 2.3300 16.42 2.3300 16.86 2.3300 15.55 2.3300 15.99 2.3300 16.43 2.3300 16.87 2.3300 4/12/93 Bush , Road & Hitchings , Inc page 19 STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12 , 1993 =az=a saaaa=a s as as aas a a a sa a s an ass a a=as=azaa== === STAGE DISCHARGE TABLE STRSE (-0ISCHAR6E--) STAGE (-0I5CHRRSE-) SINE (-OISCHRREE-) SHOE (--OISCHRRSE--) (ft) -cfs- (ft) -cfs- (ft) -cfs- (ft) -cfs- - 16.88 2.3300 17.17 2.3300 17.46 2.3300 17.75 2.3300 16.89 2.3300 17.18 2.3300 17.47 Z.3300 17.76 2.3300 16.90 2.3300 17.19 2.3300 17.48 2.3300 17.77 2.3300 16.91 2.3300 17.20 2.3300 17.49 2.3300 17.78 2.3300 16.92 2.3300 17.21 2.3300 17.50 2.3300 17.79 2.3300 16.93 2.3300 17.22 2.3300 17.51 2.3300 17.80 2.3300 16.94 2.3300 17.23 2.3300 17.52 2.3300 17.81 2.3300 16.95 2.3300 17.21 2.3300. 17.53 2.3300 17.82 2.3300 16.96 2.3300 17.25 2.3300 17.54 2.3300 17.83 2.3300 16.97 2.3300 17.26 2.3300 17.55 2.3300 17.84 2.3300 16.98 2.3300 17.27 2.3300 17.56 2.3300 17.85 2.3300 16.99 2.3300 17.28 2.3300 17.57 2.3300 17.86 2.3300 17.00 2.3300 17.29 2.3300 17.58 2.3300 17.87 2.3300 17.01 2.3300 17.30 2.3300 17.59 2.3300 17.88 2.3300 17.02 2.3300 17.31 2.3300 17.60 2.3300 17.89 2.3300 17.03 2.3300 17.32 2.3300 17.61 2.3300 17.90 2.3300 17.04 2.3300 17.33 2.3300 17.62 2.3300 17.91 2.3300 17.05 2.3300 17.34 2.3300 17.63 2.3300 17.92 2.3300 17.06 Z.3300 17.3S 2.3300 17.64 2.3300 17.93 2.3300 17.07 2.3300 17.36 2.3300 17.65 2.3300 17.94 2.3300 17.08 Z.3300 17.37 2.3300 17.66 2.3300 17.93 2.3300 1?.09 2.3300 17.38 2.3300 17,67 2.3300 17.96 2.3300 17.10 2.3300 17.39 2.3300 17.68 2.3300 17.97 2.3300 17.11 2.3300 17.40 2.3300 17.69 2.3300 17.98 2.3300 17.12 2.3300 17.41 2.3300 17.70 2.3300 17.99 2.3300 `' 17.13 2.3300 17.12 2.3300 17.71 2.3300 1 E.00 2.3300 17.14 2.3300 17.43 2.3300 17.72 2.3300 18.00 2.3300 17.15 2.3300 17.44 2.3300 17.73 2.3300 r 17.16 2.3300 17.45 2.3300 17.74 2.3300 i_- I ' 4/12/93 Bush , Road & Hitchings , Im: page 20 { STORM DRAINAGE PUMPING SYSTEM FOR: BRUCE BLUME COMPANY BRH NO. 903E9.04 APRIL 12 , 1993 I-- 1 STAGE DISCHARGE TABLE BROAD CRESTED WEIR ID No. ROAD Description: OAKESDALE AVE. S.W. cd: 3.0300 Weir length: S0.0000 ft . El: 20.00 ft. Weir Increm: 0. 10 STAGE (—OISCHARGE---) STAGE (--OISCHARGE—) STAGE (--OISCHARGE—) STAGE. (--OISCHARGE—) (ft) —cfs— ---- (ft) —cfs— (ft) —cfs— (ft) —cfs— Cf�tifl3�t1111fiiiflttt31ilt2lit 3iIIl�=fimii� mams==iii.SflSCSfltiflaiflUiiitilfSZii 20.00 0.0000 20.30 24.894 20.60 70.411 20.90 129.35 20.10 4.7909 20.40 38.327 20.70 88.728 21.00 151.50 20.20 13.551 20.50 53.563. 20.80 108.40 . 4/12/93 Bush , Road & Hitchings , In' page 21 STORM DRAINAGE PUMPING SYS1_r1 FOR: BRUCE BLUME COMPANY BRH NO. 90369.04 APRIL 12, 1993 LEVEL POOL TABLE SUMMARY MUCH IIff.W -STO- -DIS- (-PEAK-) STORRSE ( DESCRIPTION---) (cfs) (cfs) -id--id- (-STAGE) id U0. (cf) EXISTING 2YR 0.00 7.80 KIND 30OTP 11.66 11 176115 EXISTING 1OYR 0.00 13.93 KPOHD 30C1fP 12.23 12 298e01 "r :,•p a n.-4e• EXISTING 100YR 0.00 21.99 XPOND 3001P 12.89 13 451119 EXISTING 100YR ?DAY 0.00 13.91 XPOHD 3001P 13.29 19 558767 .' OEUELOPED ZYR 0.00 9.15 DPOHO PM? 11.78 15 189280 DEVELOPED 10YR 0.00 15.27 VAMP pay11.91 16 Z20384 • �..Q (-A�2 O� , G`S OEUELOPE0 100YR 0.00 Z3.3 OP0H0 RCP 12.58 17 350655 OEUELOPED 100YR70RY 0.00 11.29 POND 111P 13.00 18 438867 ' EXISTING 100YR 70AY 0.00 13.91 XP0H 1 ROAD 15.17 19 1212181 cl l oSiz OEUELOPED 10OYR70RY 0.00 11.29 MNMNROAD 16.30 20 1262332 a p �a72 OJ Q.r-r� Ow P Fad,¢ 21 E File Basin Hydrograph Storage Discharge Level pool '' - Bush, Roed >S< Hitchings , Inc 2MMMMMMMMMMMMMMMMM8 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 ROUTING COMPARISON TABLE 3 3 MATCH INFLOW STO DIS PEAK PEAK OUT 3 3 DESCRIPTION PEAK PEAK No. No. ST6 OUT HYD 3 3 3 3EXISTIN6 2YR 0.00 7.80 XPOND 30CMP 11 .66 0.00 11 3 3EXISTIN6 10YR 0.00 13.93 XPOND 30CMP 12.23 0.00 12 3 3EXISTIN6 100YR 0.00 21 .99 XPOND 30CMP 12.89 0. 17 13 3 3EXISTIN6 100YR 7DAY 0.00 13.91 XPOND 30CMP 13.29 2.43 14 3 3DEVELOPED 2YR 0.00 9. 15 DPOND PUMP 11 .78 1 .71 15 3 3DEVELOPED 10YR 0.00 15.27 DPOND PUMP 11 .94 2.33 16 3 3DEVELOPED 100YR 0.00 23.23 DPOND PUMP 12.58 2.33 17 3 3DEVELOPED 100YR7DAY 0.00 14.29 DPOND PUMP 13.00 2.33 18 3 3EXISTIN6 100YR 7DAY 0.00 13.91 XPOND ROAD 15.47 0.00 19 3 _ 3DEVELOPED 100YR7DAY 0.00 14.29 DPOND ROAD 16.30 0.00 20 3 3 3 3 ==>Done< Press any key to exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMIMMMMMMMMMMMMMMMMMMMMMMMMMMMM> LaP aa+e ose� road ac Available Memory remaining: 137008 bytes Current Data Set Name: d: \works\jal\90369-04 . ! i i I � I 2‹ EAkc-. a L.C:D , Zr� ' - Top or= =t2E- no too I� 1C' '^o Xtoo L,Ati.1E ..1a�,;_ f¢ Ie."7�Z f2l¢aS2 - %L, 5, S 1%.84 t�.58 t 5,00 X l� ✓ la0 12.2; 1 ¢X100 11.1E 11.9 D 100 ►I,bb � � �Cl0 DZr, , C l0 )CZ/ 1 10 i-� -- . = MA q &� E >✓ t-1 R. I VER C. got3 � • ;S6G -VI . ) GAl'- GVLAT 1 c' t.oc,a-r'Io,.l : P .t-1A.... MAF cR 4-aI, -`Tia'r4 ''V ' . • mil u.e. il:l, I P, : , . ' ' . rJt-P R ;totJFL- JEt)e-E ! s F." 61--,Ac;v. RIgER ' • • I , • : • i I.1 ! I III •' I I •I I• • . '• I ! I I •I ' , I I I I' F I i I i I . . • i . , . I f , I i I „ I• ! • ,.� ! it .I 1 1 I ! I • 11 t ' I• . I • _ • le:;) EL ,• ! Ily • • i ' '.. • FI!zort F t..000►.J A,( p 4,TA S ' ' . W l0-rN t I So ' I ' fl0►JAt,..ARE A - 21 5-1 l SF MEArJ JEI_oc.1T,(=q-:'1 -F'ps • 1 LJA-rE - suRFA LE- - 11 , 4-' FRS Ft.daD PR-oF ILO,, �.;..'i_ . • 1 • . 13o-rTc i ELEVATtoJ: ' S;:D + - 1, 64,64l • J6ir; IboTTo M St-cP6 : IS Ft-AT ± \ pErT1-I = 2 4, 4. 1 ` I.' , . ES-Ti �Trorl WiDTt,-I . (2;5-) 1 , .24.,E-' 2- 1Sc = 60, '14- I STIt-tAT p SIDE E Stapp E -.;�rS •p too.14-\ _; 24-.4, = I. 83 : I ' I J GAPAGIT1 Q • ' .--.. 2�5'11 Iu '4.-1 -�s z- 12, 064 c.-� ' FoR C� = q I ;.. -f'4 :; . 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' 1t .,,v4. ,,. ,(.I,',11 )t 1 ,..,'.,; •j' ,, .,.I , ';,• • , 'f• ,. `••4,. i./ • ty:�'bi. ;., lt_'� `ji,f .� �dil��l `'j. r ` r y I. ''{, I j,t I I t m ' ! l • , „eik ,),,•.)..,.0 •,ti .4.4-"•-11. ' :••.i: .• ): "...'. • .' 1 .1..1 '' '! 6 ' ,1- I . •i \. ' \ s.% • • I.r•..i„.•i'• • .-:.'.1.k•'.. • . j j •••••_• ... . • , 0- ,, •IV.;431 '1f1 y„,.... , . • 'r tl 'lf,r.'..) 1 4i*,..,:.• •, ,•,d,,,,..,,.-.;„p,_b ' ,,'...• • . ;..ct.ir i• ‘\\\'\ .:: . i( I T ( 'I J ' I I F -1,7 k�, , • r.. . . ' ,I , • 1 ., . 1 ' , li ,.,. , . ,„,..i. / , -.. i . .. ; ... ..• .. .. . , 1 ' i'il.„. f,:.• ...1.•.:. . : 4f ' , t Yr' i:'1 t,..1 . t. I • . . . � I . • ' Cp w , ',.fi r'' I iC' �• � r 't ; - 1 J.- M . _ y• , 1 a 1 , , ' t • ' 1 F • t ,, ILy41,4• ;;, i ' I • .I :1 . ,.., ,. . ...• • , y !+, t� i `I � � ;• 11,�, h r� 1 1 1 t ,I 1 ,1 ' „1, •1$c\' nii'l''.= r:1 � I fN. ,, .'' , JOB . J�2 BUSH,ROED& HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS SHEET NO OF 2009 Minor Avenue East CALCULATED BY a DATE �-- Seattle,WA 98102 (206)323-4144 CHECKED BY DATE BRH (206)323-7135 * Fax SCALE XJ Tf. �JC� 6.f7; l�C D,.1�: moo.. to r v C0 *ex)r w- To 1a i I k ..t'A 10 42 A �/D1� ) -To k.1 let!: -; /.� , O- Q,2 , '� , of 2-2, I�, a- oc. 2.2. '✓old_ �r2a-- r T; 1. ►za 2 Gr S% S : .7 .2) 1 , S 11 t C64-O ' i I I2, .SZ O. a L' �^ �O ` 2-) Sad , )53 243�I -SO ' 14r a0�� J�,� , �^ f 1^ o , 1 tsci Lc" ) r :C7 ^_I 172— 4'14- 1, 15-; 1�q I4•,'1") ' 5 Ito 'LE Ste I SS S OD �42 ) lS I I t4lq4 ';LJ 500 .......... ►-� 2 Spf`-=:-x I , . 42.0 100 I tg�1),21a9 4f l q'L 16 Z- 4 3S0 l4 :5f.' 92 IC01 ,200 'gLoS �1� 2 �209�: 4�4 DSO r l lq , ?,--) S ,'1-''z,2CS l�5O2s IIo�� �Sc Zcb1o13a c1_4 a.too .....__._ . mm00UCf 2E4.1 IS.q.Meal X6.1 IPma)(A®/.l r_Wok Ya awt.1.trar MC MU.AO IdOszt-im0 • BUSH, ROED & HITCHINGS, INC. ,06 CIVIL ENGINEERS &LAND SURVEYORS 2009 Minor Avenue East SHEET NO• 2 of _ Seattle,WA 98102 CALCULATED BY TA L.- - I - 9- (206) 323-4144 °"� .13 B R H (206)323-7135 *Fax CHECKED BY DATE SCALE Pv LL GorJ7) 171t=" JS , . A 2 E Q, Vo 1,J ,..c. _ A?EA o, 0 2'1 S Xs, c.Ls4. ►.1, o= 2.EZ .I 1J, oT R,R, S, 0; R.Iz. S, oT QQ. `/0 I r Ar¢_e.. Lh.R; I . 2a. F' Sc CF SF . 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R6 _ - J R1Y I N g 41'0 2" E - x G_L_ 60.83 _�� p� JamE. 20 P.S. s- APO l- Q;\�' \\ / �/�15/WATER EASEMENT �2" REC. NO. 9106060995 / " �/ & 900628 14 35 I / \-/ ,.„,, c'C) WATER / . y` VALVE CHAMBER G ( i 12 ADS a 10-ADS a i 2g��, In_ U%. 0 Lit U I F • ., , GA/I6> O i ry : I1 � , tD tt 0 I R Nr Q I J 1 A.C. DRIVE ' I CO-...1 : I I rr Q (NI v • � tS II i A( �N/ • I N .�-'-60' NON BUILDABLE - EMERGENCY ACCESS EASEMENT N ✓ir, REC. .NO. 91 1020705 01 • if) 20' METRO SEWER EASEMENT 1 `\ REC. NO. 8605020840 , a \I I • JOB ' r0<7; 1. • . BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS SHEET NO 2009 Minor Avenue East _ CALCULATED 8, DATE — IrOr— ......•••••••••... Seattle,WA 98102 ---*^*—* (206)323-4144 CHECKED BY DATE B RH (206)323-7135 * Fax SCALE „ _ ,,‘„ H. 1 • • -E'0 - • •-) , • • • I A• 3 _ . • , . . 1.V Zr .-• , 2-67 P — 3,p _2_ —1- , • • ( '‘ 2- D . • • . . r '1-. _ t•rD v•-•-s a_e_ -710 F P. (r) " - . • r.<7 1-e t•-1 P • • a-jr- I . . ..=> r • •••- • - ; ie4- • • • . ....... PCICOLCT 206-1(Sap Simi 205.1 Patel fAe0011)•oc.Glom Va.01471.To Odor ROE MI Riff 1.1103.225.000 KING COUNTY, WAS H.INGTON. SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS -,- --), ..-7• iliii' 2%,-)7 .4 rkil. -T - --- -T- (- it - r--- .., _ i 1 --7c 4,„*. .f.,..,:_,,,-, . ,.....;:b., . . , , ) ,- i . .--.'.c---- - lq 1 -11r411 ' a- ---4.---_: ' • !.' .„1. 724 I ; L _ rat Ilk %rs...i. ., I NA.e [ l' LEI , .7-711.11 '..._ ,.__ -•-- \ °1-• . 9 _ IP' Y T \-hi_ -'w - ) fi a , ! 2.c? : Ili -iii.L., - .-;___:. .:-igi . I J idr, - --.--.:' 1 ) , _ i •:'-"" . ".4446. All' n ., ........., ,. . ..,... , ,,,„--- .....,1/4 ., ., - i -n-,,,.. fetir . .'N '('\I 11.41 61;111111.11M; INIMiligligileOlt•110 .;- I A I. IN Kr, 4.-i i .. -.4 ',. irk, ,..,.;,,N , ,re-iw-_..r.,-„, ---.......giooi ,.,-gP..-- tt- , ,. 1 ..t. apksi.- 1, 6A-Itr (*. mom•eg— *...." 1 y Atawrbx )-)/ ' Rata __ _qat.i.....0,1100 IdoWir 4 ,..- -=.i 1 , tit V --__,46Y,NX . Ft - ir =' ' • i - 'Kaki liv- b. - _VOLNIN., --41 ‘44:0- littfrlik',..: /. - / lent P 11111allik. 1100: i _.... t� ._ ._ �, ' �i • Y . _ iiig r - 1 _i � " ' _ omo f �r C , V i ./5. j1 I_ w ' ��4- Amu _ it 4? .. ___>- Emit vi , i 71V211.11ha. ./. - % . / , 1. , air illiejiligi , 1.\_. J-- ,..s. ,0111411111 ilk 14 p.m ;At i cV gik. - list .-i-c. 7"-'ileapp., ilk ?it - - , , . --Arig. a „ . ---....41,--ik,,,f 4A&4A1( \ A r 4. 1.1_,--,i ,,....1( \,_,_ 4% iffy ! ._ ' , ry ( . q i r.c. S PRECIPITATION �w pit -i c,..••, 2-YEAR 24-HOUR PRE ., • 5 , ..3.4+" ISOPLUVIALS OF 2-YEAR 24-HOUR �' 3 PRECIPITATION IN INCHES (• -. 1� _ TOTAL N i = .se is sco•000 3.5.1-8 1 • KING COUNTY, WAS HINGTON. SUR FACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 2.1 `--•-• ■ '�� ti%`r ,11' ""7"-* i++u-•=r. - 1 - - - - - - - -T- - _s - - - - 2aT , i •� 2.4 - j 4.0.. 25 r _• i -. J • } 1 _ iA _ .te ,� -•-si-rbuw : ir , .,. ..,. ,, .... ,., -S 4 , 4*dIP1 ` .,. 3.0 I -=��� � 1 ii-ii i ipugh%� - ' ' - i J ''' --:; rn.E _ __ � i. 1 , -'I 1 - a ` _ ` - a./ fir 4:94‘ il ‘ N 4.-;''1 7.1 \le- ' J : \ .40,..-- v --i,„ 1 . .. ..,. ... iiw . ... i italif ' # j.._ O vitivi.6 tin 1 , i r 3-2 ii %VI :0-*k - 11 1 . 11141.. .( ,..., , -a Erejtiok15 `'___," --:' - , , 3 ! - - --\ sa4 \t,\„ istio, igoot., - s., im,11.7- - r• . - 1 i= 1 ,..... \. IP a I i. .006-211K1166k, , ! - / • t ' ' 1 i 14,:y94.1tj ilk t t- 7 i ''', qi? .,/ _di sts.,_ IR titelki,pS'- LE) -. 'C ! •.m1 2r-7i alt-rx ,;. = -:— A !,„.... i ., -_,......._ • , ..4 ..„, 4 r Th . ' ( •,•—• 1 r 1_7-- _.=-T. c) MIMIlik• ..- -=-11) - PIE 1 - c..-,-zit, , - 1 ./. i; Mis, - .-,. I 44 c. V" c(r: '\ i -,-1.. . -.(r--1----: - • - t iv A4 1 .\.\ --Ii-- , 3-1A1‘,. -,...Alia'r. ifis _ ,,i, , • ....i, ineww.---.. .41117-- , --,.. \ ._.... , , • .• , , , , ....I 140111016 A . •-'''.7- - \:. -.__1- ._---#41111 _Ilk ,• _ -tli )._ , • Mr. • ,1 , \ , ..._, 4,4010-inws 1 -pug' - - ilk- f- •-r , �, 1 _ N'\. 0 V 7-'7 :' 1 rr •S.. \" ;i --!? . --. , ,. 774, 2 . a S ,.A tLa s - 'III -1 . •—.-, 0 , • 1 , 10-YEAR 24-HOUR PRECIPITATION - __ 3.4�' ISOPLUVIALS OF 1a-YEAR 24-HOUR �'• I '� y' TOTAL PRECIPITATION IN INCHES 5. 1 t'! 5-ri , - L •0 1 V AA I 0 1 2 3 • 5 6 7 $Wes �A,.J w �-.5. L . 3.5.1-10 $� 1jgp!� 4.0 1:300,000 f ' KING COUNTY. W AS HINGTON, SURFACE WATER DESIGN MANUAL 'URE 3.5.1H I00-YEAR 24-HOUR ISOPLUYIALS ' .,30 --' ' '-.*: . mr- -,4 ' " ...1.- - i'.... 9 -"'"' i''"' '-'".- - -114 - --- - ' - .--- - -----77 P 1- •��, sue'' y , ''.-;\ ' s--1 ,/ ' •-•. -. . , 3 . ` i _1 - ; ; Il - - 9 ! � . ' 0 '. t }\! II . -. LI i . _ I i• / ' . .„, - to li i jr 43 ; ,--21-•. I.NI".): --\ il . . : '' \ • ''. -:--L 41/k. ..LJ/Z- _:-)--. of `• i 4 - � CO ,I • ` I • -_4 Oil -v ' 4r•S l' lik - AOKI L _ 716filifirt(411P - . el* 1 i Ifi 7111134111 1 I III ita ikk 0.,4 liSli%.1 - IIIIIIIIIIIIIS;11111111111 I I I I I I I I I I.:, ..._ .. ,./. -....- i Will ti / 111‘..\\v trr... _ ,, .... . ri.ig.„.„ _ \, Alea*k 4.,.:___.4 .. . NA; -- \ atilliowNt *,,,,Nik., . \ " Ii!,,,!,.,b-14;fr . • ' i' , (1->_-- _ 30 4110- ! ./....„, , ' - IOU-1,1,1, 1 -.101/Milkit% ,, . \ i.tht. ,- -,1_ . umbs 5,,---v3 _.="..lomvnikik . gi, \ ... = 1\... ,) uni A tyro --..wom.. __, ,i ida . :;-. if or_ ., --f.‘,. :7--] L ----• _____ • 4\ ...• .AM , ' ;... .j.- 1 ir.s, 1,..c2, , 171-i i__ . n (..,__ ...,,,,,,,,‘ _...4 ,r 1 ffiLw.I II I 1 ..... -°.. MI IF fi .,;) j c- •-•_ k )k, A I ! 1,... _ •ili ig. g4 i 1 ''' 'r\- '*III id ,. i. 4, iv+ 4 il Ida, i:"-'" . , 1..... , fiummati...41 ,,,k- 160, ,..1„.. .••• I.' , ) /L1.-- nii ---gmas railliiik . - Rrimix rilic=.-‘ \ , ATV& 1 i ., - 11,11p1 . . , • 41191 il 2,-_,-_,-1 i",. , i ri \: - - ___-44.4.0,g 1 Ili - 'i ,, s.::: gr. '.- ,i. 1- • . 111 4 414 ' - 41, CP" i1--11 ' .\.i......_ r,,,...\., ,:• „,.....„,.;„ \\.....= iiii. . 4d ris_ . . . , ,7"Nk., '-' iff I_ . ,..i s.. i , : -: .1. 11 --s---'"J‘ ) • � Q � ' rty J 1 1 C . 1 �1At, 1 r nj� I y J - . - •~ �7 J 10' (EAR 24-HOUR PRECIPITATION p • ITAr �A - -3., --ISOPLUVIALS OF.100-YEAR 24HOUR , t DI• •li 41, , ;� I --__'� �s' Jam.$ TOTAL PRECIPITATION IN INCHES 0t ~ - / 0 1 2 3 4 5 6 7 S MUa 3.5.1-13 1/90 t. inn nen I I I KING COUNTY. wASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1I 100-YEAR 7-DAY ISOPLUVIALS ... .. -171.._.1. ,__ _ _ _. ._ kr.; _ _ _ _,/,. . . 8 8Q �. l .1m.- , \:: . ..„. . . . .„ -,••. , , ,.., , \ , 1 _ • • _,,_ , 1, 1 . 9 88 �� — ,_ igiciT. . 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L, ,..= • v... .....r ,,,_ .....„.,_ r . , .„....„... • ,,,,,grior .. .,. • .1311 L. . _ , . . ,.. ..:„... 4,,, . , .5 ,, , • . .,... ,„ w.,,.... ,... oiriali --,..., owl e .,_. .. i i AnikP1111 VA. _ • , , 2.. - ..11/0 /.041154WIN i i .-- • Ots&PIMP . l. . w.....4 -•1 -22'S7.—''' I ., .7 , - . 2 't -,,_ r - I 41 0 Oy , , ( _ _� _I 100-YEAR 7-DAY PRECIPITATION o. . , i , 15.0 1 1 3.4 �-ISOPLUVIALS OF 100-YEAR 7-DAY ,\ ' TOTAL PRECIPITATION IN INCHES ,�O�a 1 ;.1 • - = ry 13.Q . 0 1 2 3 6 7 $Milos >° �.•1 Q'L j is]oo.000 3.5.1-14 `'. ;. ti .- l�,E 1I90 B1t. .• Rorer % ti`. 1.•.1\. L!t \ • 1 1 IR •, \. •: . --,__ ; ra .. , \ 1 i :,.....----,.••,.. s- • • c • •� i• •• •—• Q I '_ • }� 1,111111111 i 1 to __ I 1 .ubsta • i . , c.., -, _..., . A,. .• ... _ l r-- • , --r. ,. • mi.. ,. 0:4%t.• I- rD 1 BeD ,BeG :1•.••• �I J' Itio. al 1- 5%j RA RDAD Tu ialltifr %\ . °:' 1. -- e - ''‘ 1 ----7 ; -,- • vJ = \,.JOO J; 11e. , ▪ `.1 I, Wo )- • . . • y � *.� _ W e t,v ir-' : 'II PY ` y = ?,�c�Ql't �P r1,n� Ng ` I Golf nurse I i I + .■ ,▪ i �p.,,,e -00.w 1 + BeCUr I IF. ■ Wo i I Fr. . __ 011 t . , BM e� o�, THE' - �� f. <_l1nL�;Y.^d3 �a-• =�� 30�, (id ' Sew. _ pR •_.��5 -0 , ' - � � ♦ o Dis - ..,„ wii CT) •� it .'I LiI 1. 91 Ur - 1i ,,,• III � Pu • 711 O . . if IP- / � I Ir_ Pu • t. Longacre� I „ _ ° ��1 •• •a I Re€-,mi� { Wo :eD a I 405 I. ,a r o I�1; Track , I t' `` MMit . 27 30 r 1 1 I Ur a _ /�' Ur ti l 1 Ng _ " I 0 R=s rvoir• 1 114 • -y =_ - r w 1 1 z 1 O Pu i,, m Sk --- ▪ 1 _ 1• 1 W. r 1 , 11 i Wo eM w I I 0 • U • �' Pu lii , �� 25 — :0 V Ur i. 1.' ' _ I n PY i Sk 6,_ \----N �� Wo Ur I 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 HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP• SOIL GROUP GROUP• Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovals C Beausite C Pilchuck C Bellingham • D Puoet D Briscot D Puyallup I B Buckley • D Ragnar B Coastal Beaches Variable Renton D Eartmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A/B `Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus 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 potential). 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 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. a 3.5.2-2 11/92 I 4 I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type IA rainfall distribution. 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C I D , Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands • 74 82 89 92 Meadow or pasture: I 65 78 85 89 3 SS, Wood or forest land: undisturbed or older second growth 42 64 76 181 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. . good condition: grass cover on 75% or more of the area 68 80• 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces. pavement, roofs, etc. 98 98 98 198 Open water bodies: lakes, wetlands, ponds, etc. 100 100 , 100 I.100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 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 • 1 , 7.0 DU/GA 56 Planned unit developments. % impervious • condominiums, apartments, must be computed commercial business and industrial areas. • (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering i , 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 (lawn) are considered to be in good condition for these curve numbers. .1 11, 3.5.2-3 11/93 • f • Ir.]FILI"RAT►btJ RATES I f: infiltst less 2 less 1 0. 069 0. 069 0. 069 a /. 3 1. 705 4 0. 353 0 50. ::,5.3 O. 353 6 1. 815 7 0. 026 0. 026 0. 026 8 0. 96 0. 96 0. 96 9 1. 08 1. 08 10 0. 071 0. 071 0. 071 11 0. 0079 • 12 0. 07 0. 07 0. 07 _ \ 13 0. 584 0. 584 0. 584 14 0. 0128 0. 0128 15 0. 0052 16 0. 289 0. 289 0. 289 7. 0479 3. 5148 2. 422 r 0. 503421 0. 35148 0. 30275 , • Opus Northwest LLC 200-112th Avenue NE OPUS® Suite 205 Bellevue,Washington 98004 425-453-4100 Fax 425-453-1712 DEVELOPMENT PLANNING • March'4, 1998 CITY OF RENTON MAR 0 6 1998 RECEIVED Ms. Jennifer Toth Henning Senior Planner Development Services City of Renton 200 Mill Avenue South Renton, Washington 98055 Re: North 405- Lower Site Dear Jennifer: As per our recent discussions, Opus Northwest LLC has hired a consultant to survey the distance between the Green River's ordinary high water mark and our project's property line to determine if a Shoreline Substantial Development Permit is required. Barghausen Consulting Engineers, Inc. has surveyed the high water mark and determined that it is not within 200' of our property line. Attached are the results of the survey. Should you have any comments or questions regarding the above, please feel free to contact me at (425) 453-4100. 2.€0 er(._ Since -ly, Roger ecsok Real Estate Representative cc: Bart Brynestad, Opus Northwest Dave Kessler, Opus Northwest Al Bessette, AHBL redev/monster road/renton3_4.doc Opus Northwest LLC is an affiliate of the Opus group of companies—Architects,Contractors,Developers Chicago,Columbus,Dallas,Denver,Ft.Lauderdale,Milwaukee,Minneapolis,Pensacola,Phoenix,Sacramento,San Francisco,Seattle,Tampa,Washington,D.C.