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CU88-07
POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. f**. .-..•.'.. '' ."nir.-1'...:*---•'''i; ''-'1'...'.:......-;:,..:'''. .'-:...'•,':.''''.:,.:!* t.-;,.„.,:: ,4 .':..*..,,,'.c '...',..■,...'.:Lr.'.,---,''''','''','-' - '''.':..:,,,, '.."-:''' ''. ' !.—''" •:' ,.." ':•.,f --.•....:- , '. ',.",'• ' ',.'"''' . - .' ',..:::,-,:::.,-;',.!•:.'"....-. ,"::,,,`.,:::: 0 I. - 4$ 44"-111'1; age _,.ency 4+11 44.01mr. ' I.''',.• ,'',:' 4',. ,...:. ■+ . 1 . . ?, '..t.'.•'*':.-..4 , • 4:,, '. ....'.., I • 2:1', ..1. ,:; —16115 SrS 85th.: Ave. 2S1 144tk 1101, 1103, & 1200 :-:!;. .. .,..,.. '. '." :'../.."!'.'...'1•*; . ...........,._,.:„.:-. ,....,...,. c c -,-... :. ...............•...-..,..t....,-;•,.•.....-:...,-;:-.-,:..t.t•-•---t:t.-:-..-:,--....-=:=.-...t...;.-:..-:.......:2_::::::...;2.--,..-.".1.-,..-7,...,----.7,4":::::::-.....::::::::=7,-- 1411V- ,'.."-,,o,/,...`"'.•"':"..:r;,.:0; ..,,, ':',,,.....,,,,.•..,,,.•••t.,:, •;',...,4444....e..,••••4.4.444- 31 :1 1 .II 1i 4 ; III P. ' 14--**;••:''w\.'''. • 4‘••• A— . . .. . . ', "., ..,-,..•". *.• il 1'. 1 • .• . ,,,..: ...,,1:,..0,,,l't T ''..: .■:,...74,„. ',„. , . ' .I'i'■'''..''''":'.".",'.,i • .. ',,.t.4,•.,,,,,,....,."...,:•,,,t, ii . ' 'Q.'....,:•1‘..i.,1 ' I •••. •A,1.., , ,.."4",....:4,.., .1 - .*'..'‘ i•.?" 1,.',4.1' • 4 i • - ,.-...fk,,,,‘,.•,.7.;`:`,,,"'l '1 '., • . •0.4 i ..,,,,,,,,,,,„: ''',' . , • .,', t''..., ''' 1 ' , :,... ;'''!:.*.,..■■•''''. . 1 • ...'''':..:::.4';'''''.,:.;" ••• . 1%'...,,'4- .' ;''''; . , 4 . • . . . ■ )•\' ....4' 4.. ' : .* e •''''.1\','+''.*'I.'" , , '.1:4-.4,1''.•,.,, ' , . : -i ':; ..•,) '',•,,•.,. t , ' "•"'•.:' ....." , . 1, ''''‘•"..'":"4;';.t.' , .0, 1 ' - . ..„-' .:.''?'.•'." • .,., 0,S'# , • i ', •.';',' :';:f . 1*'• •; 4.,:0•■•,•••;'' ;h• ....-' - - ..,. , . . '-': ',I' '.,'•'; ie. . . . . . , ...., ;•, 1,*,,!,.,'''04 I -..• . 1 • ,. 1 ef ,• .,fi, I 1 , • il: 1 • .';..'''' ''''. . ' —,, i , •* , , I . ik ■;'... 1 . •I'' ,. ,'''''.',s1 I -' I' ''',4'•'... '' . . ' • • 1.':':',-..:''''''•:; ; ',,,,lik ii • . 1'•4.. . ,; - ' .74. .4...' 4*.• . ,. . „,. .,.,.,.., . . ,,.„...... ,. . ... ..,.., ,. „.,., ,„ ..,.„ . , . ... ,.,,,„.. ..,.. . . ,....,,, .., ...•. ...,,.,,.„,,..„... 4, .... ,. -,•, ... .•• , , .... ,..„ , • •,, ,, ,. „ ,.•. ., ,.. , , , A..,,. . .... ,'. 1,' 1..;0+ '... .,- ".'•...I• ... ,A;..,'.P;'''...'.' .1 ". .. ,,,-"" .•"• "• ' ...-: :-.4'• '•,'•1:'...„,'''.,''''..';.",..,i,,i,,,,•;',',':,'„'' .......,--. 'i,,;.., ',;:`,.'1...,,•,...,;'. *2.,.•,,;,AegeentilMilittialjilealWr.,, .•,:,,•-„, ' • . . . - - .• • .•,- . - - ../ ,,m,•- ♦ . t . r *t f» , . } .Y 0 ;': ::� AFFIDAVIT OF NAILING ' L o. a r STATE OP ORECON ) :. County of Washington ) ao. 1A,-,' r.,,,,; City of Tigard ) • , ,,!:: +fi'- •'r",' • �. ,.• ID ' ( ..i , (16-(e , *being first duly sworn, on oath depose '. •,' ;a t. . ' and say: Please Tint ,: + ✓ ,••:; •t•-•,. ♦ ha it as a, \I w ) for,`,. > `a ° The City of Tigard, Oregon. •»;µ`� ' . That I served NOTICE AF PUBLIC HEARING for. / '.� i '-' I served NOTICE OF DECISION for: ,* .;' ': City of Tigard P .,, ,, Director •"',„.. , lamming.... Cris®iom w': y'„:`' . tgard Hearings Officer 'N,'°;�. r::;,:i ; i Tigard.City Council '. » - _1,�;;, .•,* A ooh (Public Nearing Notice/Notice of Declaim) of which Is Attached (Naked 1,44:4ih'.'';'t''''4;”.",:',''' exhibit aikw) Was mailed .to each named persons at the address shown Y ��'. Yi''• , 0, .,.,:, y ., •�r,; attached e list narked exhibit ne on the d*y of ( v.x_. - 1196. _...L. -r4 L .` •t, said notice NOTICE OF `DECICZCU' an hereto d . +v, �*,w , r pp 'priate bulll:ti17 board on the �rJ'�'" :.:� of geu-c .. t 19A.it ,. :"" ; and deposited in the e�• ;ed States fail on the _,_• y of .~r.: .., .� 1.9& ' � •µ postage prepaid. r�'i.• is; f., tp . 7). A4 4 //I/ • ':'.. ,' :,i :-,,.r.' ' .4 k , 1 . "ilk-- . . . a_......._b0 , 140V, i......m...., a .4 :. ice: .re Palma tafito posted on . .(S ' n board - (For Deci icn Only) .; . A. . ',, on who delivered to PAST OFFICE I..7,:;:,.,, L : :,,. Iv:, ...1 , t„,,,.--,.. ca : Sztbscribeg and.nceura to before ®e on the ______•• day of _4,2. . l+. s 19 , M 4, L ' k21.11L(L.--_- ;, !it 1 0 110 :' ,:YvounLic OF OREGON Nq Co +s,ieaaion Eitpitta: . q ''fir; • ,. . ...'",. .a O2 7P/0021P ,ThiV '''''' '''''':'*'''''1411121/11111231. ‘1514/53111M111/11-4.' - ' ' '''' "' * "•.'''' ,t"' : :' ''' -''' ..' ... ' .. 10..7 ,.. ,,..,'%.:.., • —e:J" ..,,` .., `,,-,...,0%,';.: ..., ,".'",,,,., -:,' . a ''''''. ':** •.'''': "".., 0 At CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICER '•,..44 t ". I' 1. Concerning Case Number(s): CU 88-o7 . ''. ^%14,•-. ',.t,, 2. Name of Owner: taligieA§...9L._.A4era .tLAggnra-----__-- 3. Name of Applicant: Same ....„--... . . • , . . . Address 315.2.2.111.Est111222.JUL.)2., City Hillsboro StatesE_Z1P 97124 a ...,..,..: '4 .4 * 4. Location of Property: Address 16375 SW 85th Avenue __......----_-_- igt, weemos■ramirearsaft.,aameassa. '14 '''''4.■, :'*4 Legal Description 2S1 14A , 1101L. 1LCII_IL12QD,________ . , ti 't• . , :..4.4, 5. Nature of Application: To allow exmE.i._o_n_athaadgtjj2g_partiam Advanced Wastewater Treatment Plant throu.h construction of a new eadwo : • i Id a and associated immvements. .reir + ' +7. . A ' y, ■ 6. Action: Approval as requested . . „c.7. - XX Approval with conditions . . - . Denial 7. Notice: Notice was published in the newspaper, posted at City Nall . . ,. ,.., and mailed to XX The applicant & owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies • i '':*" . •■'* .. ; . . 8. Final Decision: THE DECISION SHALL BE FINAL ON September 1, 198SPNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hail, 13125 SW Hall ..!., , et. Blvd. , P.Od Box 23397, Tigard, Oregon 97223. ''•i-- I— . . : 0 9. Appeal: • 7,■•E, , . ." ' -I Any party to the decision may appeal this decision in accordance with 18.32.290(A) and Section 18.32.370 which provides that a Written appeal may be filed within 10 days after notice is given and Bent. ! ...1 , .• , The deadline for filing of an appeal is 330 P.M. lektelles 1, 1988. . .4.- , . 10. Questions: If you have any questions, please cal/ the City of Tigard . Planning Department, 639-4171. . 0257P/0021P . . i .4....' ' t, . 4' 1 , • . 4% '''''s::*4.%' '•''. f ' ' .., . .' . .,. : . ' '...eg...,""... ' '' '''', ..•4, '. '..: {k Wlr,+. •.r , ,. , .. .. x .. 1', . .«w�. ;i M«, y x ' - * ' • 0 • .. �, BEFORE THE HEARINGS OFFICER t', , FOR THE CITY OF TIGARD P :-:' -'''.• ,'�°'..r',' r IN THE MATTER OF THE APPLICATION FOR ) ,.,;1.. t{ �k' EXPANSION OF TREATMENT PLANT; Unified) No. CU 88-07 °•.. Sewerage Agency, Applicant. ''A"::::.' The above-entitled matter came before the hearings officer p1 ` t at the regularly scheduled meeting of August 3, 1988, in the .': 4 w�f:.,i w° Tigard Civic Center Town Hall Room, in Tigard, Oregon; and ' ` The app1=cant requests an expansion of the existing `,4 .. ` r treatment plant, on property zoned industrial Park, and described ' �d r ' ;a as Tax Lots 1101, 1103 and 1200, Map 2S1, Section 14A, City of '.4':., -i i `;*';. Tigard, County of Washington, State of Oregon; and �,. „'... The hearings officer conducted a public hearir:.g on August 3, ,f '.tit'" " r 1988 , at which time testimony, evidence and the planning ,,A #.'; department staff report were received; and � fy� : . The hearings officer adopts the findings of fact and q Y, 4.0 • ury . F conclusions contained in the staff report, a copy of which is .;c `.. attached hereto, marked "Exhibit A" and incorporated by reference k . " r herein; and A ' i��• ' NOW THEREFORE IT IS HEREBY ORDERED that CU 88-07 be and ". ' 3 hereby is approved subject to the following conditions: : . PUBLIC IMPROVEMENT PLANS FOR COMPLYING WITH THE FOLLOWING +ri,q,, DI SHALL BE APPROVED BY THE ENGINEERING DIVISION PRIOR TO `', CONDITIONS 5 ' ,,{ i i V J µ ,,.'" w TAE ISSUANCE OF BUILDING PERMITS. STAFF CONTACT GARY ALFSON r (PHONE NUMBER 639-4171) . { • • !ii 1. The applicant shall provide for roof and parking lot . j rain drainage designed to prevent increased runoff onto the adjacent property. ,,. : } 2. Storm drainage runoff shall be discharged into wasting ja° lY 'wy `"• •�' l 9. it yI ' n.w ° F '0 . , ,,' .,A Y. h a M1. a.. I `.'{, .■ • w. - .■.' , ...1 .a, ,• M.,,? t -. Fy':. . . •r :,.. . .. ..,r:'':.).'''... , . . l ,0 . " "..4:14 . .' . ' .... .... ,:n'....4%i'' %",...!.. :.`; ' '" '. : :2-• ,'''' '..:, . ;.:\-',. .";.k.:" ,' .z. . ."- , • , • . , . Tte ,, '. drainageways without significantly impacting properties - .-,, :,'. ' '.1:4•4.':. .. . ::',"•,,, .. •'.,',::- :-. downstream. 3. Storm drainage details shall be provided as part of the .t i: . .,,.• ,: public improvement plans. Calculations and a topographic map of i,;•• 4. . 4 4 the storm drainage basin shall be provided as a supplement to the •„-- %. ... ,- public improvement plans. Calculations shall be based on full , .:...:, ,-„,.■ development of the serviceable area. The location and capacity A..,....,' •:,., :•,.. of existing, proposed and future lines shall be addressed. • . ..• 4. TLe public storm drainage system located outside the . . . .■ *A right-of-way shall be accompanied by a 15 foot wide eaoement. .. ' • :•,,,'.., .. . .. ,:" i- .., '.:‘•'' 5. Standard street improvements, including concrete - ,, .. sidewalk, driveway apron, curb, asphaltic concrete pavement •NiAi;..,' ,- ,+'-' : sanitary sewer, storm drainage, streetlights and underground utilities, shall be installed along the frontage of SW 85th ',.. ..:*.4.. , . Avenue. Improvements shall be designed and constructed to local .,=';4' :•`3,-`' ' street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the City Engineer. To the extent possible, the mature trees fn front of . .• ,,,, ; the adjacent lot owned by the Thomases should be retained. Two ', .••••;,•;:".2:4, '4:,41..:'■.,'"it''' ' thirds width street improvements, consisting of half-street plus 12 feet of pavement from the centerline, shall be constructed where the site has frontage on one side of 85th Avenue. Full , , ! width Street improvements shall be constructed where the site has , ' frontage on both sides of 85th Avenue. .,.. ..... , 4 e : 6. The pavement section shall conform to either local ,,. ..s 1 - .... street standards or to a design submitted by a registered Civil :L engineer. .',-..,... , . 7 Five (5) Sets of plan and profile public impraVement , ,.. ...k •''1,p, ), 2 ,..:4.-4'! ' .' ',",. i.t: . - ', *,. ,;, .-,- ,,: .. -, .-, - ',. ,-, .- ..,, .. ,-..... ,.-% - A .'. ' ..,:.4-,e - . , .. 1 4 ' ' •-. ...- ", . '-' - ,!.' ,.. . .4 .,..,4„.:; ....,,„ - -, . : 0 ,..!.:-: ",,, -:- 1': construction plans and one (1) itemized construction cost •, '''. ./."!: 7,:te.';• estimate, stamped by a Registered Professional Civil Engineer, , e'l ,,e'...,: detailing all proposed public improvements shall be submitted to -.'„; .•. -, ,-- the Engineering Section for approval. Two (2) sets of plan and te profile plans shall be submitted for preliminary review prior to . 4•• . submittal of final plans. • 0'....: $-...• - .... 8. A grading plan shall be submitted showing the existing and proposed contours. A soils report shall be provided • . . - - detailing the soil compaction requirement . k t•:,* .,...'.::' ', ' 9. A profile of SW 85th Avenue shall be required, extending • 300 feet south of the subject site showing the existing grade and •:.t. e, ., •:— •, proposed future grade. 10. Construction of proposed public improvements shall not e ', . .e: .;.•': commence Until after the Engineering Section has approved public '-'4•ife.:;:;',... • 4,.' 1. ':*:.•'.4.2'.',:, improvement plans. The section will require a 100% performance assurance or letter of commitment, the payment of a permit fee, a sign installation/streetlight fee, and a developer-engineer • ,... ...e 7. 41,,, . . .. ,.,, , agreement. Also, the execution of a street opening permit or .., . .—i. ,,. .i..'.e,.. . construction compliance agreement shall occur prior to or 'X'.°°e'"',:e;'•*, concurrently with the issuance of approved public improvement .n, ,,.. . , plans. ■ , THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF AN OCCUPANCV PERMIT. STAFF CONTACT: JERRY OFFER, PLANNING DIVISION (PHONE NUMBER 639-41/1) . 11. Landscaping materials and fencing shall be installed in conformande with the submitted site and landscaping plans. , . ,.. 12. A sign permit shall be obtained from the Planning Division prior to erecting any sign other than directional signs. . •,. ,, .. 3 .". —, 4-el',',.'.. *,'':. 'r I... ' '' , 4-. .- * . 4 f' ',": ''':'' ,:`','.. , 0.e: c: ,-;* * `-',,'. '1,- -'',, ,''.' . 0","''.,.%, ' -: ,c,N' ! ':' 't;:t' .i'l ,, t,'_,..:1'41.* , 1.•.*.' 1 ' ; '' i.:*.***t*'4:;4 wrw. ., j "^' Jr" .. ..,.-.' s J `'' � .w,�a• t. 11 ,',' -y.' i. ,µ �-..,y' .« ,r ir. rid • •.� ,�, w.4• Y tw«. r . 1 r.r ` . , ./ 4.�t1\Ar\ ;4, ...4 •1. JA F YY .. .. ..'yam. ri ..., 4.:+�.....1i -... .A . Y .MU'1�� ..K; .iA�lA�iii'1iJ1 � � •4,,. � W.. Y.. r ... �..r. .. �„.I, ., r JI'11«„1.. •r i. ., ... .r .� \ , r' �� " I :' Y"w, t �F i THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN ONE YEAR OF THE .i ,. w FINAL DECISION DATE. ' , µr "- F DATED this day of August, 1988. . ) t ii«,ti r x !W Y H EEARIN QFFIC.'R APPROVED: •4 •tYU i .fi..f* y * x J r 044* i L Y 1 ;'MAw .444 ■ 'N M,. ti `k. y~ y4 i'Y,14:. r YJ YI �i V C 1: , ' .4' Y �1,4'..,, r r�'« Y Y ‘:4-: 4 « N' Y� ♦ 1• Y ai «.`*,° w; r. qr w ,.(~ 044.. .w rF t'IY tt• ri N•x'' . %":::::::':''� r. rYu : f) "4+�,�, .i y•• '• Y al' •'•-i Y ' gaxrw. l y a ,,. N Yse� Y i' r«' hr i7'.` 'Y4. . • p:i N 4`xrJ : y i A a MAi IY�. 5' i'1'. «Y :.. Y ■ • , i Y yy Yw ' fl•• Yai.. w i _.ri.J . •+t. . .w.AP .'. ,._....*..r'4:j� .• �•..'.3 .r .N .i,' .,., .` 5 Y k,,L,a.., i� A� a'*..-�A�Y. ,• ;1 '; + :F jy" +,:., •+.`. tiMry i. •.'+•f;i• .. :t 1 y„ ..t. ,*.",..t: s*-: 2,"'",.,:'..'I..4 ::: '; 4-'.';` ..s.:. ' ;.' '.'" .. ', •.4,. ' .. '•:.' '. ' •-7FMNE% '''' ^ . 7 .. • • A.• ■:''•, ` e. •1 1,',. "';'' •:, t t--- 0 1--:-)e. A tiv .: ,... . ...!:"..-x`' STAFF REPORT AGEND EM 2,1 .1. AUGUST 3, 1988 '.- 7:00 P.M. 4 ., ..,, TIGARD HEARINGS OFFICER 4' TIGARD CITY HALL — TOWN HALL I. 13125 SW HALL BLVD. F' TIGARD, OREGON 97223 , .....ze'.,: , . . t .-,4,,,,,,q, . A. FACTS 0 ...... :.% ,.. t ,o *. = 1. General information ., , .., CASE: Conditional Use CU 88-07 ,. -,.. e."' ' REQUEST: To allow expansion of the existing Durham Advanced 7 .. .... Wastewater Treatment Plant through construction of a new headworks building and associated improvements. The use is :.:•",' ......; :' classified as a utility, a conditional use in the I—P zone. '' " .,' ' COMPREHENSIVE PLAN DESIGNATION: Light Industrial '`'.' f . , ZONING DESIGNATION: I—P (industrial Park) , , ...,. APPLICANT: Unified Sewerage Agency OWNER: Same . 150 N First Avenue Hillsboro, OR 97124 .,-. LOCATION: 16375 SW 85th Avenue (WCTM 2S1 14A, tax lots 1101, 1103, and 1200) 2 Background Information .,. .t „,„, .... ...., , 7 ":...'. The wastewater treatment plant was constructed in 1976. The subject . ,' Ab.... ..."..,,,I parcels and other adjacent properties were annexed to the City of -,'; ‘,,..- ''',4' ' Tigard in 1978, Na applications regarding these parcels have been ,1'...',#. : 0,.. ..i previously reviewed by the Planning DiViSiOh. *, . '•m ' e% II 3. Vicinity Information Properties to the north of the proposed new headworks building are ,,,,• '. ,,, , • J ' A , zoned I—P and are developed with the Stor.xe Cable building and the Durham—Hall Business Center. re the west is the Tigard High School athletic field which is zoned R-4.5 (Residential, 4.5 units/acre). Properties to the east include the remainder of the treatment plant, single family residences, Durham School, and agricultural land. This area is zoned I—P. To the south of the proposed headworks building is agricultural land and two single family residences. This area is not within the City of Tigard but is within the City's planning area. The ., . ILI Plan designates this area Light Industrial. .. .. , . t i■ \ . t •t - .8.0 • e . , '4;' ...04 . '• , STAFF REPORT -. UNIFIED SEWERAGE AGENCY CU 88-07 — PAGE 1 : II ."'d t , . r , 4 A I IC 4 4 . .4 . . . ' ' ' . % ...+:444 1'I, ," " '" • : + • 4 4, .4, ' ; ' - "'." ',, ?, • . j,'" .•i,,*. `, 1 w ' '•: :0 '41 o' ' 4 a't . . ' .1' . . �J �: 1 . °• e ' e- 4. Site Info ion and Pro sal Description , The 9.5 acre site is partially tree covered agricultural land including . one house and two out buildings. The proposal would involve N approximately one third of the site. The area involved extends along the site's frontage on SW 85th Avenue. 1. N ''I.` s Unified Sewerage Agency requests conditional use approval to allow , W • �, ., expansion of the existing wastewater treatment plant through xe�� construction of a new headworks building on the suhject property. The , .. headworks, which provides the initial step in the westewater treatment process at the plant, would include automatic bar screens and grit A removal basins for removing materials not easily treated in the ',, wastewater treatment process. Materials removed from the influent flow aid; i Irv,. y, it �• will be deposited in large dumpsters located in the fewer level of the `;:." ', building. Approximately 3 dumpsters per week will be hauled from the headworks buildin; to a landfill. The design of the headworks building N h (,. provides for odor control equipment and building ventilation. P w ,ry 1 1:' The building will be constructed" of concrete east panele similar to the industrial buildings to the north. The east face of the building will ... , , be approximately 45 feet high. Other building faces will be of a ► � lesser height due to the grade of the site. Two driveways will serve - •' '. ''' the site Six parking spaces will be provided for service vehicles only Removal of existing trees will be limited to the area of the headworks building only A variety of deciduous and evergreen trees and low ";` y ground covers will be planted in the area of the headworks building in .sa" order to blend the headworks building development with the existing n1 ., vegetation. The area of the headworks building will 1-Aas enc?zisea ±ay a �'4 1.;'; six foot high chain link fence. Also included in the project would be construction of a new driveway �� entrance to the existing wastewater treatment plant across SW 85th Avenue and approximately 150 Feet south of the southern driveway to the headworks building. Piping connections between the proposed headworks y°" 4t building and the existing treatment plant would also be constructed • e u yt ' "{ ''�b 5. Agency and NPO Comments +'� om' The Engineering Division reviewed the proposal and offered the • iyt ,, following findings and recommended conditions of approval: w " ft- Findings E co 1. The proposed expansion includes a new headworks building to the .::, west of SW 85th Avenue. Site maps showing existing topography and ,' utilities as well as drawings showing a preliminary grading plan, o street and right-of-way improvements, and schematic utility plans. W W 2. The submitted soils report includes recommended paving sections for w' asphaltic and Portland cement concrete based on the traffic ,. coefficient and amount of truck traffic. A ■ i..`W� ;. STAFF REPORT - SEWERAGE AGENCY CU E38--07 - PAGE 2 � �,.■ • i' .l:Fi . ",._4 ' ,q.. '„ '. ,.•.;... x" µ. 'ms W•J ' �* w / {l "W "tS.L. lt.• ', r .yaw ,4W' r.9 , , ,.. „ , ,.e : ,e , e ,, . . . . e,, e- •,... ,. e ,e 'e, `.e. . , e ,— - e , „ 'NNIMEGIBRIMEMEMENINI .1 *"• . ,, 0 *, .,/ .4 Recommended Co . . tioAljellpytroval e e ,4 „.. ..,1 ,.. 1. The app l4c4. et shall provide for roof and parking lot rain drainage designed to prevent increased runoff onto adjacent property, 2. Storm drainage runoff shall be discharged into existing drainageways without significantly impacting properties downstream, '... "..."'. ' ``..e 3 Storm drainage details shall be provided as part of the public 4',, , improvement plans. Calculations and a topographic map of the storm t •:' drainage basin shall be provided as a supplement to the public te -ee1'e sce: , .. . : improvement plans. Calculations shall be based on full development of the serviceable area. The location and capacity of existing, . ..t .• .s. ,../ proposed and future lines shall be addressed, 4. The public storm drainage system located outside the right-of-way ' ''.. shall be accompanied by a 15 foot wide easement. 4.■ '• .o . .; , , ,," 5. Standard street improvements, including concrete sidewalk, driveway .....- e „ ' *. apron, curb, asphaltic concrete pavement sanitary sewer, storm drainage, streetlights and underground utilities, shall be e, , 0 . installed along the frontage of SW 85th Avenue. Improvements shall ,e, ;se be designed and constructed to local street standards and shall • • conform to the alignment of existing adjacent improvements or to an .,...'W 4, • alignment approved by the City Engineer, two thirds width street '4..' f.•.° improvements, consisting of half-street plus 12' feet of pavement from the centerline, shall be constructed where the site has frontage on one side of 85th Avenue. Full width street ., .. . le. improvements shall be constructed where the site has frontage on both sides of 85th Avenue. • 4 'A' .3.," ,,,,, 6. The pavement section shall conform to either local street standards . . * -,.. or to a design submitted by a registered civil engineer. 7. rive (5) sets uf plan and profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the engineering Section for approval. Two (2) sets of plan and profile plans shall be 4 .'■ ,tt 4 t, submitted for preliminary review prior to submittal of final plans, 8. A grading plan shall be submitted showing the existing and proposed contours. A soils report shall be provided detailing the soil $ al compaction requirements. -,, 9. A profile of SW 85th Avenue shall be required, extending 300 feet south of the subject site showing the existing grade and proposed ,e 5 future grade. e ea - .., , . ., ..7./ STAFF REPORT - UNIFIED SEWERAGE AGENCY CU 88-07 - PAGE 8 ' ,..„.,.. .ti` .-. . . 3ior 4 {' a ,• .si' Y• 'ri 'y%: .Y.. w•r} ,y"., i1Y rt ti .... i.. ... " ..,i. f:,'-, r t 3 ''.'. 4rr, `rY .p e °'4 10. Constructigliof proposed public i.mprouemi ',e shall not commence until afterlikhe Engineering Section has ap ;„d`ved public improvement i : . \•; .' plans i the section will require a 100% performance assurance or y, letter of commitment, the payment of a permit fee, a in r-. e, 3 installation/streetlight fee, and A developer—engineer agreement f r,. } � ```... .. Also, thu execution of a street opening permit or construction 4.' . , * compliance agreement shall occur prior to, or concurrently with the y, issuance of approved public improvement plans. r Y .M ` t,, Washington ��aunty Fire District #1 commented that adequate access for �} i` f, : `; emergency equipment must be provided to within 150 feet of all portions .': 4 t`. of the proposed headworks building. The Fire District also commented ' e: that a hydrant must be available within 500 feet of the building, The IM Planning Division notes that a hydrant is located directly across SW e .r w ., ~ 85th avenue from the proposed headworks building, ti' In , Y The tigard Water District reviewed the proposal and offered no comments "w: , x "`' or objections regarding the proposed use. The Water District did ii '., � provide comments regarding building and water service specifications. .1 '; '''4 Those comments have been provided to the applicant, NPO #6, the City's Building Division, and PG8 reviewed the propoeal and tM ' ',:'e, ..'..^% . - offered no comments, ~ r k No other comments were received. .•r/.111. W r•Y,i iw,r ..' " w . 0 3 B. FINDINGS AND CONCLUSIONS The Community Development Code conditionally allows utility uses in the e ,. x—p zone upon demonstration that certain approval criteria are ., satisfied. General approval standards include: 1) the site size and • y;, _+ '' dimensions are adequate for the proposed use and wt..0 allow adequate 4 r "` • buffering from adjacent uses; 2) site characteristics are appropriate "..#.e .; y: `' for the use; adequate pffbllc facilities serve the site; 4) all 4 a•:a applicable requirements of the zoning district and the Code are :' ley. i satisfied; and 5) the use complies with applicable Comprehensive Plan • '�.- S p i �i 1 r I i .4 i �I `�� policies, No specific dimensional criteria are required for utilities e :,4 41 A . reviewed as conditional uses, ee 4 " Yr. �r _.Y ,� The proposed enlargement of the wastewater treatment plant complies .A 4.: . 4r. ' with the applicable conditional use criteria because: A -.. 11 The site provides ample area for the proposed headwork: building, .,b , for aesthetic treatment to blend the use with the existing r il .. vegetation in the area, and to buffer the proposed use from , ' ' ' adjacent uses; 2. No characteristics of the site impede the proposed use; " r awn ,,Y i f i f I I w t Adequate public facilities already serve the site. The applicant .. ' will be required to improve SW 85th Avenue to local street 4 " star►lard.t I { b'4:4... x Me^ i Y STArr REPORT - UNIFIED SEWERAGE AGENCY CU 88-01 — PAGE 4 '. Y Y.s •a 01. r " r . ..M Y N- .. ik'. 1'V r k `{= y lt" Jlii.' � `, .y ' �,'. * • I,ix 4 ...«; r-.x .';`.- � ,,, µ i1'. ., y •' ' .r^'itfr *:'.'. '.. '.fir - '.p +. lr,'r' v r'u i -. ., � ..z rl�'a �i✓f, ,'fit*,. ., 6 .-IM... .. ,Y ..r '."i ',*r '+..w .'•• .., ,..fl, w.l.y, w: 'Y.l.' .a `F.;3 11. "4{': .1 v'W:. 1 l . '1 1 ....W. . Y.F ,y r.'1F •A . • yY y. L., Y + O. {.rM 4. I—P zoning'.e, istrict setback, building heig,``', and site landscaping e,;. area requirements aro satisfied; ` ', - .,,--,,,e Y c 5Y Other Code requirements are satisfied; and . 6.6. The proposal conforms with all applicable Plan policies. 4 C. RECOMMENDATION 4 .r y. a YW w, • ';'..' The Planning Division recommends approval of Conditional Use CU 80.07 for expansion of the Unified Sewerage Agency's Durham Advanced • 1 �tt Plant r Wastewater Treatment subject to the following conditions, PUBLIC IMPROVEMENT PLANS FOR COMPLYING WITH THE FOLLOWING CONDITIONS • I" M' SHALL BE APPROVED BY THE ENGINEERING DIVISION PRIOR TO THE ISSUANCE OF Y ,. ,f BUILDING PERMITS, STAFF CONTACT: GARY ALFSON (PHONE NUMBER 639-4171) u1 1 ` ; a.. The applicant shall provide for roof and parking lot rain drainage designed to prevent increased runoff onto the adjacent property. Y A . 2, Storm drainage runoff shall be discharged into existing . ':1 drainageways without significantly impacting properties downstream ./'• 'J• .' 3. Storm drainage details shall be provided as part of the public { „. '' w improvement plans. Calculations and a topographic neap of the storm `Wx 4 .`'. . drainage basin shall be provided as a supplement to the public � `` ” improvement plans, Calculations shall be based on full development eW. of the serviceable area, The location and capacity of existing, proposed and future lines shall be addressed. • °ow A. The public storm drainage system located outside the right—of—way r '-.+ .'r..' shall be accompanied by a 15 foot wide easement, 1` , r 4'� A 1 5, Standard street improvements, including concrete sidewalk, driveway { .w L .i �:i - apron, curb, asphaltic concrete pavement sanitary sewer, storm eat R drainage, streetlights and underground utilities, shall be y Y ,. installed along the frontage of SW 8th Avenue, Improvements shall ', . .4 be designed and constructed to local street standards and shall • .4' conform to the alignment of existing adjacent improvements or to an +; yY •;;`y alignment approved by the City Engineer. two thirds width street .t w . W:,'' improvements, consisting of half-street plus 12' feet of pavement ° { from the centerline, shall be constructed where the site has y4 �' y ' frontage on one side of 0th Avenue. Full width street ''' improvements shall be constructed where the site has frontage on both sides of 85th Avenue; 6. The pavement section shall conform to either local street standards vii'' !i or to a design submitted by a registered civil engineer, 71 Five (5) sets of plan and profile public improvement construction ',. m(.9 plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed 'I.* public improvements shall be submitted to the Engineering section -4:` for approval, Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. • 4,.ea STAFF REPORT — UNIFIED SEWERAGE AGENCY CU t8-07 .. PAGE 5 �m 'w w ' w R a Y +. L, .J Y, '` w �,+, "r: .Fp'�. ' ....'4'�,..�;*+a. ,5''i4 ,I .*'rr x + W W b w''' W,+i 1','•''' " u Y'" 'l' ' ' '.{. :... . ."....- .,. ". -. ,.,. ..',.. -s.--i .. .. :1,• .° .,.', ' :. .• u:.; 3-` •- --; , IMISIONEEMBEVERINESEV,,, , - - '-- - I ' .',., ' i•...:,, : *.,, ..^:,.'''',. , " .. .• . .,, .-f-4' 8. A grading ' ',41 shall be submitted showing Oillexisting and proposed contoArs. A soils report shall be provided detailing the toil .. , compaction requirements. ',.....°;.,-. -°.., 9. A profile of SW 85th Avenue shall be required, extending 3OO feet , south of the subject site showing the existing grade and proposed future grade. ' rt ''',*., • '• .,,' ''' '4.';*/ 10. Construction of propsed public improvements shall not commence ,.,,P..-....,, t until after the Engineering Section has approved public improvement plans, the section w..111 require a 100% performance assucance or . ,°.., • t-=, :'..°.-.. , .,.4.-. letter of commitment, the payment of a permit fee, a sign ..., r., .° °.• . installation/streetlight fee, and a developer-engineer agreement. ,*'.-°"...,,°........ Also, the execution of a street opening permit or construction . compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. , ,ri .•' .,"4 •.. ' •1'1 THE FOLLOWING CONDITIONS SHALL BE 8AtISFIED PRIOR TO It'isUANC5 OF AN ° OCCUPANCY PERMIT. STAFF CONTACT: JERRY OFFER, PLANNING DIVISION (PHONE NUMBER 639-4171). %. 11, Landscaping materials and fencing shall be illstalled in conformance . , with the submitteAd site ond landscaping plans. *.% * -ii■ 4''' 'Li 121 A sign permit shall be obtained from the Planning Division prior to . ..„ -...,, ,„.. erecting any sign other than Orectional signs. .I *:■' '' .' ' : THIS APPROVAL SHALL 65 VALID xr EXERCISED WITHIN ONE YL6R OF tHE FINAL DECISION DATE. ".,. ...° • - . .. ,4' ..41.°A; .. ... t /2 4 A 0 -- 4 ....• 4 I/4.4 .41 ............................. PRIRED Y: Jirof Offer APPRogrAtkeith Lidon _ 4, i stant Plannor senior Planner (ke/6206D) . . . . ..,... *..* ...I ' . '3•'1', E , II- . 0 . .!... ..: , . . . A A IS . . , ' 4 ,,.• of STAFF REPORT - UNIFIED SEWERAGE AGENCY CU 00-07 - PAGE 6 .. • *a .', .,', . ° . *" 410' ‘ ''..* '''' ..'• *. .e , ' e:1. * + :" * ' ".' ' "", I .," " .' »,I“ ':''' . ', '" '.), f A ' "*"..* '..*` ' '' "'', . ..* .,:.',* 2* ,. . . . ...fr 4.1■•,..,•.,,. -- .. ':, ,•.-r 4 . 4,m,.'..".....—.,)- ' ,'! i...' ' .. .•"' ''.":;:.. ,: '' ,, '••..,-" .,... i. 4,...,-., • .- ., : t. ,• -. • .,* • • ,..., . ..... ,,ot Oft ... .. .1*..1,",,,,• 4,„o,, , ‘,';',. .'. •1,.. "*..1:1,•,, ..*.i r'.. .''. '" ''•, '.' 0,44 411„, „.,._,., A . ',.;.. 8 I.'./ a 7,1 ...... — ki *y.S.,' *1 I 0 .....,,,,,- • -... . 4. 1,, ,...., d ,e11,‘ ...., DENNIS LXV 9,/C9/;), , ,,, UalPIED SEWERAGE AGENCY ,...41 ,,,,„: 4-..-' -1 :, 150 N. First Ave. * 302 ••,•.'4,, 4'',. ::::A4j...-. Billsboror o 97124 . . .47., I lea,," • ..,,,, '14. ■-'5* .". ',.',. Anthony 0. Krutsch .. ,,.,.., ... . 4 ..-........., ,.;,.I. aie-TrIDR . Qi',,,',,,i ,. 300 Admiral Way Suite 104 , ut6r-,.. ''''..-1.t1 1i - . Edmonds, WA 98020-4121 fe76,4t .....7,:,,..,',74.:'.,', •":,- . 1 /4., ',,•,,4 •,... ,... ,,, ' (1;1'1411 6 Marcha 44•:,t4.4 4 . '- ' '•,.a 4!•■•..'!i•'•:;:•1' . 7 4 rt • •,.:.'t4. ..**.;••4. l• Post ' ..... ...•!'.7=`, ' 1 Gary A. ., •:''';./1' •."1. 41.4 ''. , 44,s;14/••• •.' •V• 1 Jerry Offer • t' re:".:,,,t, -. . . .. Z4/ ,•/ • • 4/,4 •• 1 • '.•'' U 4.11‘) 4 f•*'* 10,>,,,,,,.%1 : ,. ,. 4041?Aietts 4 ,.••.;/'''',.5••‘•..Y',7, I,. 4./‹., ...,,,,I,, .4; . ..••„.•,',."4,,)::■%'i'',';; 4:::'...e,.„ . • • ,.. '..*,, '....'•., • •"; ),..„, ,,, .. P......, .0. ett„ .. ,..,,,. .. .., ....... . ,,... :'. , . 0'*-' .,,,'-" 4 • :""/':- ' '''l :.. '" .., ,.... ''''i..P 4":P•4 a:.•''■ / 44.4h% t / t '•', •4 4', 4 • "•'t.:..t. •1 . , ':',••' 4 C4444,i',.:,•?iii ,,,, 4e •••• 4. •4, . ,• • "1".• ;'4/ •:4•4 1 ''.•••/..,'' 4'' •■••,. • •4,4'4 l• „" 'a 4, ./,'',41', • / i 0:,`,, i,• # b Iii= .4 ,. r...." ,.. I , C.4.• . ,', . t i • ' „.i1 • .,,••• / $, ma • 1 r ,',, ,: kJ . ■ = I • Il':, •:.'• 4. . '14 ' . ,,. 4,.. • % ,J :' ,■ .' • !'''!'1' i ,,' ..,:.4'''' I 4•,,,, .• , 4 '''"•4 4'.71 14 4 If , ',Is••••;',;I.:.,.:44 ' '.•t, • . . . .-., 0 i CITY OF TIGARD, OREGON . . , ,'.: CONDITIONAL USE APPLIGATioN ' mr= CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 -- (503) 639-4171 •r - TOR STAFF USE ONLY CASE NO. fill S 1 V c en OTHER CASE NO'S: ----- • RECEIPT NO., . . APPLICATI A CEPTED BY: . DATE: I� 9 V 1. GENERAL INFORMATION '&V75 SO Application elements submitted: .. :. PROPERTY ADDRESS/LOCATION 85th Avenue ___!4(A) Application fora (1)•• r' jB)•Owner's Signature/written ".,,-:,:` TAX MAP LBD TAX LOT NO. 25 1W 14A authorization " 1101, 1203, & 1200 . Illi • 4 C) 'Title transfer instrument (1) • ..,'� SITE SIZE Approx. 9.5 Acres c/(D) Assessor's map (1) '. ,1M ti: PROPERTY OWNER/DEED HOLDER* Unified 'Sewesa Lqenc r, /E) Site plan (pre-app.checklist) 150 N. First Ave # 302PHONE 648- 862'•rt ADDRESS (p) Applicant's statement • r __ .. � CITY Millsbo`ra,, O3:.egnn ZIp 97124 (pre-app,; checklist) APPLICANT* n ,f;ad aeyate* acg a A�gol ; G) List of property owners and ' H::,' ADDRESS . 150 N. Fi s Ave PHONE 648-8621 ,,,_„. / addresses within 250 feet (1) CITY Hilislboro, Oregon ZIP 97124 d' (g) Filing fee (050444;a *When the `bwner and the applicant are different ` r people, the applicant must be the Purchaser of ,record • y . or a leased in possession with written authorization DATED TO BE COMPLETTy from the owner or an agent of the owner With written x-.+ • • authorization. The owner(s) must sign this a^ lication in the„s� ac vided on page two or FINAL DECISION DEADLINE:,.. pp the spade pro p g ro submit .a written authorize tiou with this application. o L0 1P.j V.M#ZONE DESIGNATION: ` 2: FROPOSAG .SUMMARY ' bl M The�►esst�condtionalduse $herosubject property __._ `�� "�` q approval to allow N.P.O. Nuuber: _. . . D iN J i,. Construction of new heac�wo rks rou_ 1d.ing Hearings Officer Approval. Date: to thirham AWW1'P . Final Approval Date: . , i Plaatt /.. ' Engineering 07360231 -. Revi d: 5/t 7 " 11 7• Sp . 110. . , • • . 3. List any variance, sensitive lands permit,- or other ; d- use actions to he •. _ • considered as part of this application: MEC IUDQUUJUMD. .. . • Y •:;. ° 4. Applicants: To have a complete application yon gill need to sit attachments , -3+• : described in the attached information sheet at the time you submit this application. . - - .• :. 5. T APPLICAET(S) S� CERTIFY THAT: • A. The above rerues does zcot violate any deed restrictions that may be ',• �.. ..r.s ■ Jr rwrYrrir�ri.�rr.q Jw attached 'to o� .pod iupothe sub t ro �r jr �. wty .• r" r •.y� D. If the application is granted, the applicant will exercise the rights granted in accordance with the tee and subject to all the conditions and ` limitations of the approval. Y. . . C. A11. of the above statements and the staatenents in the plot plan, • `' attachments, and exhibits trotted herewith, are true; and the. .1.t:', applicants so acknowledge that any permit issued, based on this +' application, may be revoked if it is found that any such statements are “ false. - D. The applicant has read the entire contents of the application, including _ r w... the policies and criteria:and and understands the requirements for approving • or denying the application. DATED this I r. day of .�____Ji.Y e 1♦9 • . r 'h SIGNATURES of each owner (e g. husband and wife of the subject property. , •, ♦b a • .�' In behalf of ., .• $ • ,,,A • of Was/ 7 r i11 b .. J .♦:. g a, '' .• S rw • i 1 r (KSL:pm/0736P) u Y . ' b.• yJ' J' .a i. • d G , • r r ' .J G ♦ . ••. r •" .. V1 J{ J • aY fwr• • " t 1 , s' r 0 awns a A v i '. ly -6684'7 ro r .a`' o is _ terry' O . lrl* ;:thy ® 0 , � _ . 1 pe Box 23397 ° 0 • �A • • • _i .,.,,. i •' _�{�• •"�' u .—N. 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I i I 1 g . ... ..r. ,i,.-.... • ; ......lis, 1,4 • 1 ki 1 A . . , .7 Il• . .:,. 4 i ' i 1 ill 1 11 1 i 1 i j A . , -., . . .z. Ii . - •• - _•.-..- ,.._ :t.-,— 7,,- ' - -' . : . .:., ' ••.. '',' 0...'. . '. ••A... ..-. -s_. .-- , '.-...-• ,...! . 1'•:,-1 ,- -, ,," , . - • -• $ • : -. ' 4 .• , ,. . •,.- , ,',.. -•' ''-'e. . . . - 1.■.:'- .,.. i4 • - ‘, d1Witt AMNION, -, • - _ 4. i• 2 . . . . ' ..... .•• •-•:. ..... _ ,t."'.....c. , ;if., : ' ' .--.6 ' .:.•• „ -; : '',-•:....-'- . , . .":.' *.:;; . f' - .....t • ,''!, •4..',,..:- ,.- , ' :,7 :. ..,..4 .i •,:- ....-.., „..,... ..._ _. ........ .,_., .. ._,_, _, ,; ,.- •-• ._ .. . -...1, . ..... _ . - - • ' -- .: ' 4 r, • . 41 L1 : . n INTOPIC&TION LIST Nit AIL APPUCATIONS L M NM N. Mt ..__.r_._ � No. ...._.__ a . ,, 2. cm. DEPAriNHOTS Bu3 g Inspector/Brad R. Parks & Recreation Board/Curbs S. City CO Police � ,. Yei '.... . Engineering/Cary A. Other ' i' 3. SPECIAL DISIZICTS , r . ?ice District School Dist. No. 48 (;.4. . 'on) (per lax bldg.) PO Box 200 'i . Tigard. �•.D. Beaverton, OR 9707.5 a SW Commercial. School Dist. No. 237 (Tigard)•a u. ' ' 13137 Il�7 S Pacific . °` ,, Tigard„ O. 97223 a a ��.�....�r. V.D. 1 y Other , 'w y 4. aP f ECHED �. Co. Land.. Use & �.1 • Boundary C' ion •. • . 150 N. First Ave. 320 SW Stark Room M30 Hillsboro, OR, 97124 Hillsboro, UR 97124 i , Brent Curtis Paula Calvin 2000 SW 1st Ave. M: Portion", OR 97201-5398 ' City of Beaverton Z an Ifferahlpr . . A PO Bar rc 4755 - 4755 SW Griffith "•• Beaverton,eaverBeaverton, Oa 97076 ; State y D Other Q. . PO B 565 •. ge ;,Belo.,, 97075 eft • d' 7. SPL AGENCIES • +feral Telephone 0 ". Ed ai SallEL . • NU ' 12460 SW n Pfirtiath General E1.ettrie . i Ted, OR 9723 14655 SW Old Scholia Ferri' Ile..avertan, OR 97007 Northwest+ yr •,,� ' Ronald D. Pui�L PE P Oaks Technology Center'. t :• . • V Second Ave. Port�arM3.. i 97209 'rx"ert 169th Place, 5-1�t�2� atn„ OR 97006-4886 Pacific fat Bell Other , A (0257P/0021P) [0 11 /871# • Y M r r r •d• Ste, STATE AGENCIES Aeronautics Div. (ODOT) DOGANI Engineer. _._d. Division of State Lands Board of Health Commerce Dept. - M.H. Park y, y; b, Fish & Wildlife•• "' Parks & Recrea. Div. (ODOT) LCDC ".. Subdivision Supervisor PUC J Y " Dept. of Energy _.� Fire Marshall Dept. of Euviron. Quality Other • 6. FEDERAL AGENCIES Corps of Engineers Other Post Office = O2.57PIOO21P • ' • • • M• • aYa:t AF • I•• • V 1 ♦ YY • 1 y +,' our . • • 410 r •M. r• M • Y. •Y• 1 >i ` V. • • •Y• w • 0 0 . . • • ' +'fi .n' ♦ n' r +,; . '• AFFIDAVIT OF Na ].kt= v• n ' • .. STATE OF OREGON ) County of Washington ) sc. city of Tigard ) 1 X 9 ..1)(Ai . ' I i. i 4 AA „il 0-being Claret duly sicorn,,, on oath depose , • and sap: Pia Print •, ., r • I. t I as for • I ' ,The City Tigard, Oregon. t I ,served DICE OF PUBLIC MAW= for: j , . . That I served NO 1 Z OF DECISION fear: r . • City of Tigard Planning Director r setsaaa . igard Ue r1*go Officer • -T , C ! ` , • ;r Sa i , n• ra r w '.rw• & i o Eotle of of ism �d n Exhibit "NI sail .to each named parsons at the *dams ebtran, on the . b of I. i . r . . ,...a • • •appropriate bulletin board on the dai of t , 19 ..,'i :••v. d deposited In the United States Nail on the . -2- ed,dad of s • ' ,• • ' 198..„,,, postage prepaid. ' , .... • ... . 0 . " i. 43• • S': ■ ore P raon s on- Bard too Ail I IA 1 . . (For Decitilon +i al.Y) 'ereon deli to EPOS OF `E 4 3 F . 42...... ....... .,, Subscribed c0c9,- day of 9 isoZ. . ,r and.nworn to fore ae on the o. • .% s• :: .y s,Ah: '3\ •� 's 0,0 p • 4 t*.. ,� • .a r a 1 +tS ' + r' O l�2 iEf9"." a ,; r .t.:,0 4'; 04 441.0 At.° 0 4*. / I. r/";( I/ • {9 a w 78�,YMl�{�q /YQ • Fay► Cossissioa Expires: ,' 0157P/0021P a jr. , . . •, lb • yl • N O T I C E O F P U B L I C H E A R I N G yi• • 0 w • NOTICE IS HEREBY GIVEN THAT THE CITY OF TTIG eS HEARINGS OFFICER, AT A • • MEETING ON WEDNESDAY, AUGUST 3, 1988, AT 1:00 P.M., IN THE TOW HALL OF THE '. TIGARD CIVIC CENTER, 13125 SW HALL BLVD. , TIGARD, OREGON, WILL CONSIDER THE FOLLOWING APPLICATION: • FILE NO.: CU 88-07 NPO it 6 FILE TITLE: Unified Sewerage Agency (USA) . APPLICANT: Unified Sewerage Agency OWNER: Same • 150 N. First Ave, # 302 "• ' ' Hillsboro, OR 97124 • REQUEST: Construction of a new headworks building for the existing Durham Wastewater Treatment Plant. The wastewater treatment plant is a utility use, a conditional use in the I-P (Industrial Park) zone. a n. .' �: LOCATION: 16375 SW 85th Ave. (WCTM 2S1 14A, tax lots 1101, 1103, & 1200) (see location map On the reverse side) A. �. ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE THE PUBLIC HEARING O d9 RULES OF CHAPTER 18.32 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURE ADOPTED BY THE COUNCIL AND AVAILABLE AT CITY HALL. ANY PERSON RAVING INTEREST IN T . .•. HIS FATTER MAY ATTEND AND BE HEARD, OR TESTIMONY SAY BE SUBMITTED IN WRITING TO BE EN'T'ERED INTO THE RECORD. PLEASE CONTACT THE C) PLANKING STAFF AT 639-4171 FOR FURTHER INFORMATION. TIGARD CITY HALL IS : 1..3 12 SW � TIGARD, O 97223 - OR CONTACT T YOUR NEIGHBORHOOD PLANNING ORGANIZATION (NPO) YOUR NPO CHAIRPERSON I S Chairpersons Phil Pasteris Phone Number: 639--9740 4 dj/6003D • • +_- y ), " _ { + . 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' 4 ' SCHOOL ',21.4 ,.......- _rri.. . . r.,—.,, B ( ' ..7. . :1 ..L.,______ .. .•, ....,T,--ii i,,4.0- 1.--1), --. •• •,z 7a,j-r-s;1,-L4 \ -.L. '.:-.-- . . . •ii ...,_ .t•,.ii.71 . r.... ,...„1,...,f)..,.....,..,....._ t...9 -.1 , ., - '1 to l' ,,Er se ..,_ li .1 } _. .. .0 . i., . 4- , i • Os "..-.1 DAM•iiI.. I L.. . ,,,.– . .‘fia?oaf ,, $ W. Ross t stors i J .. str.,,It.t 4. r1111113 .I.• j III — D:n-...Vri—E .11 LP .1 ..... 111 111 - -- '— III_ •. .• -..1 ,...; •:, . ,..4.4.,. al - -*7' , li . id i 1. El — . .. 0!.. L seer in 00. . , lik*--.1 ----.,..,::'./ ,........... e. 1 , ,. e, Assellti IIIIi_. .-,1;.74--'47, 01 i ---4— . .,-..., L.._ •,, f. 1,• —I-- ; . . •' --... ,...._- el LIN. A. f- il IN . -,i.".1 a . , •••■ ) 4:.,. .. . • .1..AI... ____ juiS .4.4-0,..; v -, K--,4_,The I•r,.i' . Ill,‘,..9._ - . -. ■,.. 11.- tlil__jlil7;W:,: • . , II' l.. , ....., il 114./4. . — "!-::,..—...s 1 / ei %` ' iLe1 my in lin h. ' ' • /A ''''4.- .4174: il t, 8■1t.td° r7 ---- . 1Si''' :4'4.'. • -....-+.46.74,777.. . .,. I II ;* 1"* 44t, „, t , .. IMO i T.:: . 'o,"..,, 4. t''' , !ill 1 .„. di • , ,,,,c N . /11• \,. 1' ';`)r :I i I 1 -ri::1 Ein:rri I 1 rn nifill11111111 ...... ii -, 1-,,,.. .74 w izir, OtAtiOlf0-tf , _ .del, . 111 IN cr.y di ..;_i -..i.:ior_ ;1 1 r ._E. _ , • ..,,. / A . "... .'.. •..•,.. • 1-_-•*.7 -— •-- .• ,e...-----..------- ---'.- le' . .., ... 1 ° ' 1.1- c ""`-- TIGARD 1 I 1 I IIII ,...., . 0. P HIGH cr s 'km_ ....., , . SCHOOL . , 4 ' • 1.• - t • 4.4111 iiii]CL–'4'PA " , .––.—....= USA ivy.s,...I . 4/ 1.Alh 0 !i.i 1 TREATMENT :4 17.3,0 I...■. 0...' 7". C.:'-' d■ Az -... „j, .. ... .0,,,,,... „ 11) Mil.7SP;T:' -1=I 111 r--- PLANT I t,672 In...A) A.4..... , 0 iii .9) ... ii.,(A.un . . I • ■., .• i_. 0...1.94,._ . Ili! ''.._ •.4',4 ' \ Y. S a .. . .. .:. . ."''''' ..v.' , ' ..'. —1 .:•\ ' ' :.. 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Box 23516 Tigard, OR 97223 n w' ) 1104 { ' Willamette Cable Television • 4800 SW Macadam, Suite 309 ' ri Portland, OR 97201 1300 & 1302 G- John & Sally Thomas 16595V. ' 89hh." Mts., = Tiga.'d, OR 97223 w h„ 1000 • • '•IIj- Charles & Zada Lamb R.A. & Linda Ga 11445 SW Tiedeman • Tigard, OR 97223 , r•r is �f " a J • CO ,a . 1 •r' � L . ' r I 1 p k • ' w 7 • r. •• s, criyaF nal........,... _ , ._. t 13125 S.W.Hall Blvd. z r t ! ¢ w 4 ;••,.....,#, P.O.Sox 23397 , Tigard,Oregon 97223 t t�, r) f" g . 41.. ck•:2 061141 ir :1104 , y�1i11amet ,e Cable Television 4800 Ski I►' cadam, Suite 3d • Portland, OR 97201 Ck-'" tWIL 00X 032347C1 07/23/89 • RETURN TO SENDER NO FORWARDING ORDER ON FILE ., UNABLE TO FORWARD 45 • O . . • • ._. .'.,'•. - . s • . `. . ' ; - , . 4 z MILLS AJ.fl 23103'i Y ,_. w l• .. , . •-..• .-: :. .• . ,.•' • 0 4'1 0 . ... . .. ,,.. . . :;,. .. .... „„... !:;, •. •• .- File M: e a pi- 0 . • .._ . ... .. Applicant: _________ . ,.. . • .•• . ..,nn. . .,! .;'-n`,.. • ',. .., Location: Decision Date: . ..!, .: , '. •"..'::. ,1 .. , ...., ..-. , • :,..., . .,•• !..1. • ,....., .,.+, . •,. . .. .,. ., •,... b. • COMMONS OF APPROVAL TO BE RILF13,LED • /'. .... . .. , .• . •-.1.•...: .,,,, .. , ..h ..•.• . •i. • -.' . • .. . Prior to : Contact :1 -Off Date --'.7,• .",'.. : o.. , . . . •-,. -- 1. 644 peAmte",...arptio defv—pLAGezi ‘274Fiam'Olrmgq° 2*,_ ............_ , / t__ .•.•4 4.. • A•' ,?' ' '' 2. e.=et,,fy-e et4a2 pet--atAl--646-..-c....ece•-ii; dc..e.ne4t4C., . 9 6014, I I 3. yr -4 i i \\4, .•, ,e7.L.1-P1 el-'et464"--etl*'€"- ' 44'1'''rs44-z5"c 1 I 4..1k..4.44;gi alciwp .:. • . , -- , 1,..a...t . • , "9 1-0*- 7•';'14470 I,„1 -544,-", eiLlee.,2-igieler i / / cek ., •.,... . . 0 5. /5-7 oe - - ba..-zr ,...e..04a -48-1"----- . / / ,o. . .." 11 ...........— , . .. •-,, • : ' 6. S614.4/410c;Zte-ei , / / .• • : . . 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A, . ,.. ,• - - * • - , ....., . ,..- _ _.v.14•-•It. . . 1997 ...„ . *-•.•_... ..... . ,.. - ...- CITY OF TIG:-....... . . • .. . .. . • . OREGON - . Mike Unger • . . .. . . W& H Pacific, Inc. . ., . . . . . .. , 8405 SW Nimbus Avenue ., ........•.• -;., . . . . Beaverton, OR 97008 ... , . . . . ., 4 • • .. • • • •a Re: Minor Modificatien at the USA Treatment Plant Facility .\ . , Dear Mike: ... - . . . I *: • . ;,.. . , This letter is in response to your proposed Mktor Modification to the • ! .., . • • . •, existing sewage treatment plant at 16375 SW 85th Avenue. The Neer , . Modification request was to add six azimuth antennas, three other , . antennas for future expansion and related equipment cabinets for current. • -,.. -. and expansion needs on the rooftop of the chemical supply btulding at the . ',.. .....t.,, ...,...,,„ Unified Sewerage Agency's Durham Treatment plant facility. The Director • ;•, has approved this request as submitted based on the findings you • provided. • . „ . . Please submit a copy of this letter With any futtue appicabon` for . . ....„, t , . . . .. , permits. ,. . . - . • . If you have any questions concertalg this information,feel free to contact .. me at(503)639-4171. .- ..., .. . . .. e• . . . . . . Sincerely, .„ ,.... .... • --• i•• ' .444 : ; '.. Mark Roberts • Associate Planner,AICP . • • lAcuiOnlavaric nusomod.doc , CUP 88-07 land use file • ,-.... o . ... ru :,. 4.„ . ,...., , ; v ■ . • ' . 4 ' 112S SW Hail Blvd.,Tigard,OR 97223(503)639-4171 TDD • ..=. . . • i . • 4 . 4 ... . • , ' a 4 . : . • ..1'. ••• .1 b ps _ ,fie• •M• JJ ` ar ,"' '1 .•. /S' '.`r�f'"!'1'{•x q'r""""'^{"•f,..'^"'�+i":'�•..+.4"'...n.'+-.+±�.-,,..r n.«...,,.y,r-,.,......,y .., .....,.�w.w.�.,�,.....«...s..,,,......... r�.,..,�.•,.i,.ter.�•....,....•...�.•w w•+rr 4 ..74' 'b 4 , ) , .""^..'.r..e.�.Y.'.:+•4n+K,•aq-�,�wr.w+.1w•M,...i..,v*w..�.r•a1rr.�lliX" c �) �... �i it'• •• .'• , r' '''.:.; ' - . . . n •"Y t 1 � , ' L' :. I 1 t t. toot's N i c 11,1 .. P1.1 . . ' '1410.0.430. v, ' ' �., rY r41 ' NOS .,4 ' ,121 '' ' ' ,� , ' A, �I + nth v-m "' ,r t'`i00/97 {` M • • f, PU P % CO, P Y L li AMOUNT Prt 1 1) laUftPtitit.. Of PAYOU414.1 UNT 1 f , • • ', MM 0444•w(MA,M'M�wi`ir i44.4►PPP"... 4.14r�k+¢.ir 14,00. ,tsM.h.a:,tA ,•nM$M'y.$144.46nSl,�w!0•for ;kw .. .r �' _- � ua cY"`.�P+1'''' •''!tr►#lf r. .•�'4.' eu"""'".`•'%W'�F�3-Wwi+v'+ta + cc ,s„x p�nrw+e�Mjc w++ ,riur.•:�k e�' r. ' s Litt) ► / I L I T I ON P U B /63715 SW tTH fl - '` TOTAL. ou` 14U — — —). 1.00.0 WI . t aLlw�....yr4".,.t'.L,...-...-.�...•-,,.—....r.>.».tea.►',,•+•....,.w«.»w....,,- a ..5 • 1.111 � r J • Ix9 • • • y ; r S• I:, " • y , . . .. ' a,, 9 A• a a. ' ..• • . ..,• . ' .. . . . 4 !' . . . • , .I. . . • is . •_ •••: 0.;.•.:„..,....,,•, .... . , . ,..... „,._. ••• ... .,r -;_•..,. ...-,.. . . vi. ....... . . . " ..... :•,,, . •,, . . • , 1 ,.. . ,, , .....,, . . , ,.,....•...7.......:;; , , . . . . „.., •,......,,..:. • „...., ., . . ..._ . ,. . . - • - " . . ., . • .., 1,. ., :. . .• ,z. .. . .. . ,!......• . r: .:1. ,,•i. , , ........ - ,...i.... .. , . . :(.I.,• „ .. Minor Modification - quest ,...:„......-. • for the 4 linitl.. .7,7g# Sewerage Agency . . .,, • PCS Site .. , _,.. . . .., ..: ' A Proposal Submitted to the City of Tigard -1 ,v .. .,•- . ,. ... -, "J•. • .... .. I . . p. 1.:- *... • .,,;.. ..., ... - . a. ..,..,. . . ,;.. .... •-.,....• ... .. .c. .-:.....:,-... '.. .. . . .. . . A .. Prepared' for } US WEST Communications .. .i. • 1 .,•.. • 5950 NE 122nd Avenue Suite 221 . . .^ . Portland,Oregon 97230 , .,. a, • co . . .. 1 • ,. ;. .• . '• aul • , Prepared . • go : • . . . ,4: W&}I Pacific w. . . ..._4 i j . 8405 SW Nimbus Avenue I. * Beaverton,Oregon 97008=7120 , . 1, f .,., .. 1 . . . .... . ,. July I, 1997' - . . ,.., •. .• •.,.. . 4 . • . . • ' - • i. • , •-,.•- .t. I ._ •••:-, ..., 1 . . . „'• .. . L ...... ,.. . , ,.... .1 4 • , , .4.04. : .•" 4. ' . - f , -. , , • •-. A 410 TABLE OF CONTENTS EN 117 - •P I L PROJECT INFORMATION 'Y M Mb. 1 , -, . . -+ II. INTRODUCTION Y Y 2 P IYI. PROJECT DESCRIPTION 3 c.` „ ' I'v. RELEVANT CI ITERLA...6..Y.Y....Ya.........Y 4 i " • ' - V. CONCLUSION.o..4 Y Y•..M 5 • • • VI. EXHIBITS.119000.Y YM. 5 A. Site Plans and Details Y d Tax Lot Map • . C. Site Photos • •• : D US ST Authorization r • • �. lY • • • ♦ by � yi• Y . •i •.e t • r� E +• • mal MY, 1i,• • F J r• • • Y A Y { L Y • 1 Y 4 Y Y $ 0 0 . w. USWEST Wireless PCS United Sewerage Agency Location •. :e:- Minor Modification Request r Mr.r -. • I. PROJECT INFORMATION -,`:',.: File No. 3201-3001 ": uY Applicant: USWEST •- • • Attn: Steve Maynor ' } Market Real Estate Manager "• 5950 NE 122nd Ave.,Suite 221 ; Portland,Oregon 972230 • Representative: W&H Pacific,Inc. r,• • Mike Unger,AICP -4f- - . • . Karen Siegel • a 8405 SW Nimbus Avenue r• Mr. . Beaverton,Oregon 97008 Phone(503)626-0455 Property Owner: Unified Sewerage Agency r. 150 5, 1st Avenue ■. rka . Hillsboro,Oregon 97123 -' :.. ' Site Location: 16375 SW 85th Avenue • •-~ Tigard,Oregon 97244 Tax Lot No. 2S 114A0 01101 . zoning. IP (Industrial Park) . Y 1 w Site Size: .93 Acres . •4 - , .. Proposal: .applicants USWEST is requesting a minor modification . The ,ne Y approval operate six(6)antennas plus three 3 . ,.•., � pp to install and© state ( � 0 expansion antennas and two equipment cabi nets plus two(2) • expansions The antennas will be mounted to the existing building ., parapet and the equipment. cabinets will be mounted to a steel • „a ea support franc attached to the roof structure. , in r , i, ..w .• - , • Iu1y 7) 135 ' W&I P fic,Inc, , . d ; Y I y • •Y i r•r t- •' o' !,Y a • r ‘: • i gyp M • - . 410 • . USWEST Wireless PCS it e Sewerage e A enc Location • ".• Minor Modification Request II. INTRODUCTION • • ` ' USWEST Communications is in the process of developing a new wireless telephone system called Personal Communication Services, or PCS. PCS is a unique combination of telecommunication services that will provide the public with the next generation of =' wireless devices,�'; • : ,. : ces such as: compact cellular telephones with paging and voice-mail • .�.. • service,wireless fax machines and fax moderns, and an array of other customized mobile • equipment. When fully developed,PCS will allow for an all-in-one telecommunications `^ r device combining multiple services in a single wireless telephone. ,A .M PCS uses new digital technology to produce a higher quality transfer of voices and data versus the older analog/digital systems that are currently being used by many existing wireless telephone service providers. This digital technology also accommodates the • '. transfer of data and graphics. hi addition, PCS operates at a higher frequency, around . .yZ •: 1,900 megahertz, and broader frequency band than conventional cellular. This allows for • more simultaneous callers. .N r Y In order to provide these services, USWEST is developing a PCS network in Portland. •' + Y =t; I'CS works by splitting a region into smaller geographic areas called cells, each cell is served by a transmitter and receiver or base station, As a caller moves across the •• - landscape,the call is passed or"handed-off'from one base station to another. Each base station is connected to a mobile telephone switching office, which is linked to the land • based phone network serving your home or office. • "' Individual base station site locations, such as the proposed site, are selected based on a • number of considerations related to topography, distance from other base stations, � �• proximity to traffic corridors, and other technical features, USWEST engineers utilize ¢•. computer modeling and radio testing to determine potential sites. Because PCS base stations consist of very low powered transmitters, which cover a relatively small geographic area,there is limited flexibility in site selection, proposed facility United p p sed PCS base station facili located at the �.IniSe i Sewerage Agency. site is This w y s • designed to provide PCS service to portions of Tigard and Washington County, When developed, this facility will connect to other neighboring• facilities in the network for uninterrupted PCS.service in this-. •region County USWEST allowing p thi re ion of Washington is committed to providing quality PCS service to Tigard and the Portland Metropolitan • a• l area for years to come, 0 • w, • W&li pack,Into Judy To x. 97"Y ow...r - 2 N USWVEST Wireless PCS m sited Sewerage Agency Location Minor Modification Request +. ' u YIY. PROJECT DESCRIPTION a `'' - The project consists of the installation and operation of antennas and associated , . equipment cabinets for USWEST Wireless Personal Communications Service Network. - A total of six (6) antennas (plus 3 expansion) and two (2) equipment cabinets (plus 2 expansion) are proposed at this site. Each antenna is four feet wide by four feet (4'x4`) deep by three feet- six inches (3'6")tall. The self-contained equipment cabinets are two feet- six inches(2'6") wide by two feet- six inches(2'6")deep by five feet(5')tall. The • • system will both transmit and receive radio signals for a regional U'SWEST network. rt b' V -'a The antennas will be mounted to the existing building parapet. The equipment cabinets will be mounted to a steel support frame which will be attached to the roof structure of ;` ` the existing building. No new support structures will be constructed. The existing structure is United Sewerage Agency's chemical feed building located at M M 16375 SW 85th Avenue. The site is zoned IP(Industrial Park) V • • t; (A • ' M . %. •.. Y • Y J s . . .. W&H Pacifi t Inc, July 7, 1497 3 . Y. • ,Y, ..". "jiy. �. �' � a .. ♦ • • ft . ��'-? ♦°. t. i', -: .. - , - . .. . . ,.." .. t'SW'EST wireless PCS-gint ed Sewerage Agency Location ',� . . Minor Modification Request . .» IV. RELEVANT CRITERIA J• • • Section 18.130.060 of the Tigard Development Code establishes standards for minor •. modifications of existing conditional uses, The following criteria must be met: - 1. No code provisions will be violated. ' The proposed minor modification will not violate any standards of the City of Tigard " ' Development Code. There will be no impact to the site as the proposed project will be `, -o.r mounted to an existing structure• A • 2, The naod fixation is not a major modification, A•. r 6 0 S. Y • 4' 4' The proposal is not a major modification ` U. Y f . • There is no change in land use, , r • There is no increase in dwelling unit density; • • No dwelling units are being added; • No change in the type of commercial or industrial structure is being made; No change in the type or location of accessway and parking areas affecting off-site a traffic is being made; • No increase in floor area for nonresidential use is being proposed; • • Common open space is not being reduced by more than 10%; • Setback requirements are not being affected;and `` • Project amenities, such as recreational facilities, screening or landscaping, are not being affected t « u t. r W f • m t, A W 8d1 Pacific,Inc, ° u y 7i 1997 �a r • 4 Y, L , ' .• • y •' w". . '! ' fir. .. , .,. '' • v. . ., �:. /• USWEST Wireless PCS-tited Sewerage Agency Location Minor Modification Request V. CONCLUSION Wye' is • • This proposal s consistent with the standards for a minor modification of an approved conditional use. • VI. • EXHIBITS , r. A. Site Plans and Details B. Tax Lot Map C. Site Photos D. USWEST Authorization i • T. N • • r. a i.L �1 1 i 1a.'.. J i.iprojccti32o 130011word\por084g/app . ... . ' W dill Pacific,be' July 70 1997 • r .1 ] i 4 4• • ai J ry 4 • • . r . Yr•• • • •• fC . •y ^.t'•r Y V `• EXHIBIT A Site Plans and Details y• n I M d • 41.; . .M ♦ • • • • . p r! • MO Y •y • _Y r • • • • • Y Y 'Y Y„fy ,. o Y,Y a • Y • Q• •5f + _- .-.--» 775'"1• Ri�P.M PD J REVISIONS r -----• ......•- -.......mss Y.:. zc.(: R-12(I 1 ENTIA� i L •I. • ,,,,_,.....................-4.--.....„ -1,.I.' - - .•, ...-.-- - mr.. ..... - OCR: I UAL - ZONE: R-4.5(R£SDEHnAL) DATE DESQ1rf10N■ USE: HIGH SCHOOL 1 , A 5/24/97 ZONING RE�1Ea «..»...- mom RO •a A.• IIi t • ,•,mil ________ . ... . . 14 , , ,.•.. .. ,.„..... ... . , g41, , ... ... . . . 1 LI /.4*I , , .„ , I .H 1 i zoNE R-lx{RESIDcNTIAL) '''' , 1 I j r / ' USE: ELEIUE7ITARY .t ' + q>/ ,j4' " X593-PPI i f ,�++ . Ii .,. Aat 9544 -',7""i5-. '/-/ %)., .' t.w " ' e ��' / `'�+�' me:IP(INDUSTRIAL PAIIH /;/y� +/ PptilMq.t�E0111 . , a N `,�I'Y'I'� gym°' ,,,vo,ane P_v. Y- ....,.....-Y ._,.._....-.- 1 Y 1 ;� t+sE k�USnpAL / ,� � ,� co 111 1 i / \ I / • , /01/1 r�/ /74.,,,?/„� /,,� �� o(!!.Y,�_'Y ±59.3'-8. I 1 PgrROAItt ti .1 1 f ''ii �� ,• .. /i t•/`ilipi _ e I ii ^�� /• ,.. .. V 1 - , lz;zs\\\ /,�e�L,�r,�, t `y .» ,l, r� �/� �H f etis •--rte I PI I /� '*:::.1 i 1 i A6. n ` ' SI7E PLAi� ,� '° I .i.' RDJV) C” ���.� q „ r lAir05 •/ • / ?fJ!!OE 11A�Ifi PIG.9 !lIAICdE Bl4•T J!N0,wP ` ,GALE: 1..4400.-0.i - ."' .. .. A, ../••■#• .,. : ' \ •0 .".'? > •° 1 �f '� I `` 1 .,, ,,,,4.4*-s,.., ..,,, , , 4, . ...1 • • —.».' e+..—. .�.—_.r. . ..a� I SECO.� ®A9tb) r..a.�.v, r N.. t. ��j ?' r 41110t • 61"'""a.' 1 „ V‘IN:b ' ••:,::, �, c.ORL'T1t iICM I F. '' `,• / ° • 4o .‘"°- ..,,;,art ,. -:�. , i. +O Sit 06ClIlAAlTtd4 • ....-":2)I _::Tth] • ` Ir , !. L,,y , 1`. �I� � „C'ilrllLlj Q �N 1.- ,......„=„„.1 ,,ldfi� .... - :,, . Y'. .. , i3 Mk asi AVE., . ,._..1 .. ,,e*# e. . pc) .i. . 1 1-1, , •tithe: „ I. Rcormp,LocAtION CF TICNtDD OR 97244 1 E11�C1RIS.tL sUestATtol� � � � L 6� � s�,,�� PdR•084Q r. IT f lr IV tnt INFt�RM%111ON 1►t iIAAi. ,�°# a Warm' cFt I •, 2oNt: IP RIeUSTR l:PAO 1YP.9F 4 8100, ROOFTOP EQUIPMENT 1 �+ ' I� i. E ,>d►1t Dtcna� aff aF t+onITO } OOFTOP EQUIPM li a I , Q f2 .. , 9°..�° trt i ! t, ' totAL Lor AREA ++ S0 in I I r------ ANTENNAS J�' il Pt/IM1`�,acamat "i.tell ALh 80.04(2.1,32) I• ,,,.. . rtY ,.. ..' a i il j FOO1Pk9/t ..t9$6O5.2S SOL FTY{Jy.6'�', •..... 74szar. sa. (iI.E SITE ELAN• ANK •3iRUC'IURES 349.020.03 SO.F I . iul if 0 N i!,MVO I rl Ali • NO L tico ;r'' }tnaj Y y.' i j ,,. . iii*. . SITE PLAN No staff �/,+� aAStN . . Ni A qv SCALE: I-r 120-0 l fif lo �" w + •• A l S •.,I �f��� 1 tYr V1� �k n PILC•.,. .0� / / i r?.10i. SfiALE. 1-.4w-0- , e. 4•A -1 • • _• "• • y . .. • 'Y• L .• • ' ' .:.r . •. • A „1 . .♦y •Y. • ' rJb1 • •' • . • ♦ •�' r. • • .d q•. „ + ,�.. r.•, ' r , • ....♦`f:.•rv.w , '' »- . •'`♦ .. r. •b •j .,. •I, ... • f.•1 Y �•'• • ,T Y , » x « • , , , • r , n. *,:. - r,.. -,• w „....+�r.a .. «... w.r.«..,.-o»,•+.�+»•+►..rr-..�•......w.. - _ uwn.-..:wr.++w•....r..w tw...r „u u. +nr+..r�r �• ,..�.0 xs«}. r... ., r.w-a.:wr..ra�.w ,.�»�+....u. r .,....�.,�,�.»,.. • ~ NO. OM D@SC]Ul'iTON•�Y�►IlEOLSi f 4. .. .w»w.rr•.Y--a•Yw.rm M • •,• . 1. .0 5/24/97 zormo REAM* .. -: . i« �►cD ACC DOOR MECH. MECHANICAL DETAIL NUMBER II ---�--- • • .• ; , •. ADJ, ADJUSTABLE MFR. MANUFACTURER ALUM. ALUMINUM MIN, MINlMUA! �► G --I� . M `”OT ICONTRACT ►'• ' CIA. CEILING OPP, OOSITE ELEVATIN :. ���, • CONC. r CONCRETE PT PAINT � �' • ,• CONT. CONTINUOUS PR. PAIR w .CR Si SQUARE FOOT 8- IQIA• DwEiEt T, SECTION I DWG. DRAWING SIM. SIMILAR • ''" • EI.ECTRN:AI. STEEL ---- DETAIL $p » ELEC. SUSP, SUSPENDED r, �&% A4 EQUIP. FOWL S.V. SWEET VINYL, ` rM• TG'L TEMPERED CLASS . � �.N,KawNl � EXIST, EXISTING TNND TINNED ►1 j5 :. EM. EXTERIOR T.O.C: TOP OF CONCRETE zalrwo,MOM ,« • F,P. FINISHED FLOOR T.O.M. TOP OF'MASONRY , w. a Gr. GAUGE TYP, TYPICAL ,,;• -. `° GAI.'V. GALVANIZED U.O•N: UNLESS OTHERWISE NOTED ',��l' 0�� r ' : GBX GYPSUM BOARD TYPE"X' V.I.F. VERY, IN FIELD .4. • ;, G.C. GENERAL CONTRACTOR V,T, writ TILE ORND GROUND WOW. WINDOW ' GYP, BD. GYPSUM owl) W/ EO WIRE FAEIRIC © .• '',, • HARQ'YA HAROw000 W WF. I" �� INT. INTERIOR & AND `, MAX, MAXIMUM AT �i�C�, OREGON • • LEGAL DESCRIPTION SCALE. N.TeS. • GA « VICINITY MAP SHEET INDEX • {• a R • - .»..wlfan»•w11�Yw•IYO r srsrY PLOWMAN T iD tU'QN !! Ixx•rTtotl ATKINSON TI TTTTX SHIRT ` •« PA'hYL/s BtO t a40t6 'i • 11nnati4111. • • Me IP(YIOUSIRRAl:PARK .1 , Wr sax PLAN l°erUusl.G!t1T2ttt .RSRSSOtC110tIs CITY or TTGhTRt3 ., , L74AR4HD MP PUN,At ELEVATIONS 403 L74 7800 110 y ` u, , ammo&RETMI r s + r Y • 4, t , 'IMMO= .. .1 i . .111111.11111111111111111111111111.1 • *. V ..a . ? it • a R A ice''`,"MIMI w imago y° •. , 3 4 , ... , r' • ►•�ni US WEST GXmsstsltstlare! i'" • WIRELESS PROJECT . • fr,.....--;i' N .:=alIllIllIllIllIllIllIlIllMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII — . mg iningivikautor ` FROM AIIIPoRf YAkE I+ s4f1}>1 To i-' F CO4 'WE DURtUi6 bar Iltlu CO.t sf Iki 6RIOC�PORT; 1 HCftT11 ON UPPER BOOTIES 7 OM*SITY E1 ON IFFY. IOW 1111111111111111111111111101111111.11111111111 ,. F ' =I=•n111110, EFDIY Net)MST cm 00 lfOVTH CN PROJECT SUMMARY PROJECT DESCRIPTION 'ri 94,0µ'i' + • 1__._._._._.__,,......._.,.....,__.-"'"----"-- 2d)I_Ct i1MWe.ct}. Sly.i+ E ' r` + 5E001 SEWF1iAtiR w cJGt►Yt1Al1`iE TK7E t►AOJECI•CONSIST3 OF IREINSiUATION"A.Ntt,>stlf!E/22i MAR%t EOld • OPERATION Ott ANW HAs AND.AS3oCl/�ii9 EQUIPMENT . T1cAAD oRECON 5$30 NE,122110 AVL. + CAItiUt:iS Fort US*Err(Mums PEAsa M.PORMMD,OR" 07$30 ITS . COMMUNICATIAVS SERVICE NET1'ARK:. A TOTAL Of'. 7351V$1Hmr PfioNfs ( i3)2.li=rzEa a ANTENt+ s(+3,EvatsioN AND 2 FoUIPMFJIT . �t t OF1 (17244 7- CABINETS +2,EXPANSIO:1)ARE PRO OSED AT IS a sW @S(}i/y'�'Y. SITC._PA AMENNA,15 4'WIDE 01'4.DEEP B Y 7KrlRD�Oik 9T1 d i Moo 1ED6�Ate, Dta .TNE SELF+CO NTNNED.EDEEP BY 1 i i�Acw c Sir-0.TAM. sit SY3TE1J PAt1 BOTH TRANSU T G p Mt a-e .twaE eV 2%.1S., ,DEEP BY, ORS 064C • 6itt1'SW,NiWOtT!PAM -, so} % tJ ELTI MO RECEIVE RAM 51cNALS FQA A kt aoNef: OfAVERTON.on inos-li20 PHONES t50.1)640-5705 Us NETWORK: I7e5+c?1 TT1K... . s T R2UXRQl (!3 i ?.i30fA 11116/113 C71o!!t4 �A J T,At 0.'.NEtcrtT NTEe TO,hit fiosnNa.. • Q. 9t! it u' 13,-. ABOVE Roof LEVEL. n ROOFTOP EQUIPMENT SUIT[n21 THE GOiPPMENT CAA erne innL QE OWN=T0,A • oAitLV I"iG"AIidAN Ai1ttN3ON oITICT O.oe 07230,,. ,, YD sit Us t; ATTACHED AND ANTENNAS 5390 NE 122HD AVU WELL SUPPORT FIUME::*CH MI 2sl�m1E KW(` " / W. EkssTiNOii�s aA wNa neauiE►ir�TiL13ril l 251'426 ctu N FOR US y M a' PO�►ww,oh aiii> Caioit at.MO b. . tget • :'' CONl14C1!rot PlgW1NiMI ! �T 1 TITLE SHEET • a .1iYn111 rri�Ai, cotain.1C7t'iyk.",;Ii\A ., s' r .i CA t`own:Ram, h• . ., ._�.�`.,., . - ... Y 3Uf1>w d=am a *at I1tprOii< y'. • PM fNl'f1tSTA12 1300,STY FWTH mt. i�ORTUUto,Ott 1t72,p6-.1}+159, PI10�: TdWS'j 221 hat1 A d� ..a:..z,».:,...tr.,..,,.._.,., , ...-t!K". QIr 9 4* T1 CONfACT'I NAYNt MiOoftN a r b a . r rat, tot • r " , „.,, ., .,,,,.. ., .,...,. .,i., .. ............ .,.,,...,..... i, .,,_.. .,,, .....ir•,•.r,.. - s:1 +�,�'w•„+iirr wY..r Nbirw+. - ♦. M..(. .. ..e_Y, ,,... r,,. .,,,. w auwe Y"wy ., ...."., •. ..,- . .,., .. ...n,,...Y. ., r.....,.. ..... ,r ., .... ,.•,,..rn v y ,+r. rv...,.n r, ,... . .... ... ., ., .... ,. ro, a ` ' �` • � ` � � . • .,- •. w w » 'a .» . I - r a « � 4 �' + a. . . �' . ,a - .Ma« •• ' • iF ., D. I y "' L1-S" S-0 3*-0" " 0 NQ 61TL or-arras . REVISIONS • (2 A2IR4NN ANTENNAS ` ":✓ SPA"C£D 3.-0.o•C. �-- "—•— r • D/24/97 ZONING REVIEW (ii)e3o..03 , ..4�. a + .Y• • b PROPOSED + •" OVA AibS co ANTENNA ~ (2)o'&NUM ANTENNAS 4 S70 ♦37 , PROPOSED SPACED 3'-'0 0•C. A3 A3 °1 ;-: , . • i • 'PROPOSED 4... (2)240'MONTH ANTENNAS • • 1 CPS ANTENNA MOUNTED PROPOSED SPACED D'-D`0•C. --•--PROPOSEDI • 'F, 110 PARAPET: (2)f2a I!!IliU1N ANTENNAS ST0 (�3/) I[XPANStWI ANTENNA ..y .. V w a SPACED S'-0.O.C. A-4 ,� , PROPOSED (� n � cZ,f2a AZINtITN ANTENNAS "Y.' • .. / ` v ��.' doh VA3 % °r„1- h.- !PACED 3'-o 0•C. .�i ®AJ w %U �, "� ��' • 'r. ; : ,r• P EXIST. ATOR t PROPOSED +, 4STEVIN Y,N.PU$ 1 ::. O II II ii) EQUIP.STTEEL CABINETS FRAUE NW �3\4 Fp; C4 ►-' b PROPOSED ' 'fit► .- PROPOSED / •) r- COAX TA TOSROOF pANNA 57/�y 0F OQ� `it> ""• (2)260 AV UT:1 AUdi�;+e71AS =g) +*1-,.,.1'! SPACED S'-o•o•c. -1 `I I I 4 r O 1 ! II -' i _.PROAOSEO 497 i .• : •• .•• I ;4 �/G3"A9 /-* '`�� �! to TO PARAPET,h bOUNiEO IMM _ ll II • ' ptJ PANSAON AfITEN A ./ Gt00F 49lIA'ACt (l --•EXIST.CONC.PARAPET t' r • • COAOX CABLES TO ANTENNAS •y q �, NOUNTEO TO PARAPET WALL ,4 M GAZLEY ZE AN•• '" UST.ROOT VENT N ' PROrasED ATKINSON A • COAX CABLES ro ANTENNAS 0 ' • I MOUNTED To PARAPET WALL es • ' to e E'�1�:THE FRONT PARAPET trALL(s 1791 i1T:0800:411Arr210 ti•• t • Nor sNOMN FOR PURPOSE ca*C'LAR$Tr .' Sn1te 744 r . ,d, 5W f74 _ pRabosa0 1 D,-2„ , , ',. EoucPY •• '.t....'•' c. UPPO T FflAME ENLARGED NORM I -I ELEVATION ° "` d'` ro 51w..SUPPORT FwAkE--•-�'�--', Q @ 4.013,A3 MP SCALE: LA" . i1-0" •. • • • PROPOSED ��r COAX cABr Es ro ANTEOlN s ((ll ;'; MOUNTED TO ROOF PAVERS a • y . w .; S7 AS rwnr �' '�C-F. • �t •a ,. DOSE UV swA.iItE FtCO til ~ • "f • I Y:•, 0 •'. . •..' PROP 'USED .�., Ark c ' ElCST:ROOF VENT US WEST Onereinkstioni (2)24a A2lestiTN ANTENNAS PROPOSED iMitasS PROJECT• SPhcto AS r J" '.li.O`O.C. `�-'`�Y.. (2)b'AZIEIUI?I ANTENN .4.. ♦ 4 s�o OS �"`"''"..,,� SPACED 3•-0.O.CJ , Y" y• y. 't ° 4 3•T.cola..,PMAPeT WALL - QV � <>;3 1• •iOGt x 10•WALL PROpoSFD T1EI.00 k P016ER PROPOSED w I •. • e Sri ROOF 6KiAtN ' i ROU'fM40 FROM TNytO /LOOK E1tPANSIDN A>biTtiiA • 0 •,, I�ECNAtbCAL RODGi,SLZ�VSffif 5S O�bk7IC116d'ES T0.ANTENNAS � ... —�-. _ ........111 tr�R�M "• PROPOSED lELCO P01N£R �AS NoAD4TE0 TO PARAPET WALL lrtit � i10N- •:' itECNYVACCAI itoal.3EE ► Ir..iD✓I s ". „ ® SEWERAGE • C 11CARDA O!CON Y ' - . Exist STAIR HATcH h s-a'NtiAitE+ '�I' a ...] nog,mass A9, A9 '.', 16]75 SW OM AVE • ., ;•� Ti)CARD,OR YT14i . r k,. ..� ' Et9ST'EIEdATt%t i'ENTT#OUSE !! P R'� �1 84G r (,, Qa I , • 5tAiR�iATCN , =�,., ,'» ,- � R 1�1 1 �'-e•5ai1wE. �aaEss . . • r OOPTOP EQU1PME ' . •lST. a' • ANt ANTENNAS .. : . . . i:2;:noor aioPO d d► Tait ' A-` ANTENNA ii0UN1EO •` • . 1f1E EOUiPYENT,SEE tiETAtLa�S��fy•380 TO PARAPET.SEE ;�• +✓A$ As ENEARG J It.UOP PLAN r t foA C.o�ii ikNCTNt 11 St2ES;sr 9 0 �. NM :::� DETAILS N :1! YY� Y •Y • O „ S E PppAR�r WALL 15 ,, ENLAR . ', 1 GEo R40�=• PLAN ,�, T ENLARGED � wit FsoNr ,4 i �.. � •..... _ _ ,.,.-..-. � �. � 1 i�OM .. kor siiUwN FOE! of akin'? ,. �� .� kA 1/ . °.. y f'1 . . • . , REVISIONS (2) 9'120•AIIMUiH ; NQ DATE DI34Ur ,4 ANTENNAS.MOUNTED SEC EWA ELEVATOR WALL. ,per PARAPET' N d•,,.e .w..NOON MIN%� APART. TO �1T ....,S 3/24/97 ZONING REVIEW •-ink Et)• _ nom 0'AZ TOP OF ANTENNA f _ - TW A2tMU1N �,. • w t .�/ 3•Ati TO CONCRETE PARAPET r ° L fax! s Rx0 cREY.rcJ1 Of ANTE1q A�w p r,�. " PLACED ar-o° , - �• o (RED-MUM (RED-CREEK) � ANTEPINA (( ;r IE ATP OF PARJIPET AN)r-r Y90'A21dim?0 • ~ ,t -d31EP14) ' ,f: I �1��� ANIMAS.110tM1TED • :z +� 210.!+0 A4`d. ( ra�rrr�rle�riAr�rrq.'"-2.t' ' PARAPET ,a Tzl/ TYI� :. -�_ M.PLACED D'-0' �, . 240'AZ RZR . RYl ..%..4. ...1' .. .. 1 I APART. f - 2.'r+"•1(BthE-.tLLOw) (ii?111E-YELLOY� J J! �T ' 1ti iI t ro ‹:•4 �is �ti!a. �- �' `/py 51 M; rtraoED D / • ,I is , EXISTING ' OFS AN PRECAST.ooNEl>: R�4ECjy k: I cuvnmR 1E ► �t • '►'" RYO 110'AZ '. WW1: EICA05t at rr. 6RGtlMiEU TO PANELS(M.) &s2. �" :i ■■r lfEYOlK1 VIM PARAPET WM a t11R?N N.N Itt>t4MJ ( R`" ) McNlCElI.MOMENT CABINETS- -- ■■ iyR+ • MOUNTED TO STEEL FRAME COSTING 0 �' ' P,111SRE ATTACRIED TO ROOF STRUCUTRE. II'ii i PARAPET .. AMINO.�E701 r i t MALL ..,,�......, a Y �A C. • :R( ?OF€ 4GA4 iI •;I near , �• IS#•,i i j f_4= ii • ij . ii iI 0: ,i';i1 I:1' I' ROOf TOP ANTENNA/COAX OE CNATiONS Sr ii i ,� :I 'I iI, • :' y ",v,..,' F -41:)lo t. : IN • NTS 'I N..• rrr '�' ;� �' i i,i' ■■■ ■rrr■ i iii I . -. •" .. I , r . _ • y •": • F V LFT ilarRY F 1EAR O O G O '���1� ■i O td O O O a ❑ ❑ d O D O ❑ ❑ .. . GAZLk:Y Y `� - - ,, ■.■T��r■�■I■1■■MI ■■r ■■■.1 ... PLOWMAN .9111111: • • I a a :.r�■ ■::: iiis■j�l•.0 U.. 2.u..t ATKINSON ' . • 111111 MIX r■r,■r. _■rr, i■rr rr�■�r■■■ 1■3i1 • ' S 1/4' jrtrrr■ ■alto �t�r■ rrrrrr�r rr ■r■ �rrnnl lrs4ilesli:UJl • = �� ■rr ■rr ru ■r■ ■r 1rr■ ■ A" ,� L■■r ' 'L 113: rrr. NMI 01111 Gird` rill!TINT' / • r w I .r >i R6 -;;. _AL, ST17i10�AMA. .• — -...r PotWa1,eo 47!16 ` r ,a' SOS 274 tieoO • •w LI :T-'\SNY� l+E G NORTH ELEVATION n ,, SCE: 1/8" . 1 O" se 11asT T. 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Tea+�+•+�•�•+��.- -_� • • • ��•:IJ,i•. ®/ •. • a • V ••r •Q • • ' ` • • • • P li • • • 1 Y. .tYY ••i e. • • rye J• I i • • • 1 EX11II3I T ) • • • . USWEST Authorization .a. .r• • • b �'�•Av9, - i 1 M• y Y • • • • • • • •• . Yf lY Y•. Y Aj • a. • 11111.1 ' Y r •• ' a . 0 •A 1 • • • A • • 1. 1 fY• • • , M.. rat ♦u _ • y • • • ' 1 1•r Y • , • • • O } '. . . r• ' Jn . ;•r'. . . tol.ifiEss. .,, , , , , ) . . USWisST . communicatires Winters 3930 NE 12214 Ave.Penm221 e ?�tle ad,Once 97230 (503)231-7443 Office - . (303)2313319 Fax . - (303)302•69i6 Cellular •,:: (600)251-000+1 Neff Pia 0 25113312 • • .,, ', • March 9, 1997 • • .1/ , • David Siegel,A.LC,P. .�;' . i`;. unt Manager •. \•. 8405 S W Nimbus Ave. . ; ° Beaverton,OR 97008-7120 • J:. M i. Dear Dave' The purpose of this letter is to identify that in the county of Clackamas, and the cities of Tigard & Hillsboro, the Walter Group is no longer processing any zoning applications on behalf of IJSWEST Wireless. These responsibilities have been reassigned to W&H Pacific. ', • 4 This letter also authorizes you to sign, on behalf of USWEST, any planning and permitting documents , • :..a• being prepared by W&H Pacific,Inc.,for submittal to obtain the necessary permits for the development of • . • our PCS communications facilities. .. . ' . . ) . ,. . i ' : • . f"1:0_._ 1P7 Stephen P.M or Date Market Real gstate Manage,Portland OR. US WEST Communications Wiirolcss --,.•. 4. '''4.>< OFFICIAL SEAL ( Notary) OOMMiSSIUN N0,02 &54 ti 1 h4Y,p, MMISSION EXARES NOVEMBER 9. r E c �r co "1 Incs AL'1 t i, iti , ' e .. WU K\D\ItAldr 1 C1417 . Commission Expires .• i ~ .. •) �1 J . k *,G M;! • STAFF REPORT 411 2.1 AUGUST 3, 1988 7:00 P.M. TIGARD HEARINGS NGS OFFICER '+ TIGARD CITY HALL TOM HALL • 13125 SW HALL BLVD. • ." TIGARD, OREGON 97223 • A. FACTS S 1. General Information i . • CASE: Conditional Use CU 88-07 ` REQUEST: To allow expansion of the existing Durham Advanced 'z. • Wastewater Treatment Planet through construction of a new ti. headworks building and associated improvements. The use is classified as a utility, a conditional use in the I-P zone. M . COMPREHENSIVE PLAN DESIGNATION: Light Industrial ZONING DESIGNATION: I-P (Industrial Park) APPLICANT: Unified Sewerage Agency OWNER: Saes 150 N First Avenue • Hillsboro, OR 97 124 • LOCATION: 16375 SW 85th Avenue (WCTM 2S1 14A, tax lots 1101, 1103, ; and 120 0) >af 2. Background Information The wastewater treatment plant was constructed in 1976 The subject parcels and other adjacent properties were annexed to the City of Tigard in 1978 No applications regarding these parcels have been previously reviewed by the Planning Division. 3. Vicinity information Properties to the north of the proposed new headworks building are :toned I-P and are developed with the Storer Cable building and the Durham-Hall Business Center. To the west is the Tigard High School Properties to the east is include the remainder zoned R-4.5 (Residential, 4.5 units/acre), • � athletic field which is zon � j V f the treatment plant, single fammil " residences, Durham Sc School, and :�egr«icultural land. This area is zoned I, P To the south of the props, a:.i heae. rks building is '4 agricultural land and two single family res dences. This area is not ® within the City of Tigard but is within the City's planning area. The 5 Plan designates this area Light Industrial. .. 1 STAFF REPORT - UNIFIED SEWERAGE AGENCY CU 80-07 * PAGE 1 3., �• a ' y _ it a. ". . 4. Site Inf tion and Prsgpsal Description . .,:. The 9.5 acre site is partially tree covered agricultural land including one house and two out buildings. The proposal would involve e ., ."'' approximately one third of the site. The area involved extends along the site's frontage on Ski 85th Avenue. ' •. Unified Sewerage Agency requests conditional use approval to allow . expansion of the existing wastewater treatment plant through • construction of a new headworks building on the subject property. The • " headworks, which provides the initial step in the wastewater treatment process at the plant, would include automatic bar screens and grit t removal basins for removing materials not easily treated in the wastewater treatment process. Materials removed from the influent flow will be deposited in large du asterrs located in the lower level of the °• T• building. Approximately 3 dumpsters per week will be hassled from the headworks building to a landfill. The design of the headworks building provides for odor control equipment and building ventilation, The building will be constructed of concrete cast panels similar to the industrial buildings to the north The east face of the building will r M be approximately 45 feet high. Other building faces will be of a lesser hei31tt due to the grave of the sate. Two driveways will serve .' the site. Six parking spaces will be provided for service vehicles only. . Removal of existing trees will be limited to the area of the headworks "!• building onlyi. A variety of deciduous and evergreen trees and low • ' ; ' ground covers will be planted in the area of the headworks building in `' : • . - order to blend the headworks building developeent with the existing vegetation. The area of the heaadworkss building will be enclosed by a �..; - '' six foot high chain link fence. •w . ,.,; Also included in the project would be construction of a new driveway entrance to the existing wastewaater• treats :nt plant across SW 85th • •. Avenue and approximately 150 feet south of the southern driveway to the headworks building. Piping connections between the proposed headworks building and the existing treatment plant.would .also be yconstructed. • " ,:, 5. Aaency and PWO C nts The Engineering Division reviewed the proposal and offered the • . ° following findings and recommended conditions of . royal: .' Flndlnd�s i rig 1. The proposed expansion includes a new headworks building to the • SW 85th Avenue. Site maps showing existing. topogr a P hY and e utilities as wel l as drawings showing a preliminary grading plan, street and right-Of-Way improvements, and schematic�, 841 tic utility playas. CD . bu w 2. The submitted so report de paving sections for e as phaltic and Portland cement concrete based traffic coefficient and amount of truck traffic. W ,Y •'+ STAFF REPORT -- UNIFIED SEWERAGE AGENCY CO 58-07 -- PACE 2 r .Y •' - ii1 . y • • , - d . Recommended dliktions p _ vat. - .: 1. The applicant shall provide for roof and parking lot rain drainage designed to prevent increased runoff onto adjacent property. 2. Storm drainage runoff shall tae discharged into existing .' d�ai ys without significantly impacting properties downstream. :. • - 3. Storm drainage details shall be provided as part of the publle improvement plans. Calculations and a topographic map of the storm . drainage basin shall be provided as a supplement to the public improvement plans. Calculations shall be based on full development of the serviceable area. The location and capacity of existing, M, proposed and future line shall be addressed. 4. lbe public storm drainage system located outside the right-of-way shall be accoaniee ey a 15 foot wide easement. 5. Standard street improvements, including concrete sidewalk, driveway r apron, curb, asphaltic concrete pavement sanitary sewer, storm drainage, streetlights and underground utilities, shall be , installed along the frontage of SW 85th Avenue. Improvements shall , be designed and constructed to local street standard and shall ... ' conform to the alignment of existing adjacent improvements or to an alignment approved by the City Engineer. Two thirds width street iraproveaeents, consisting of half-street plus 12' feet of pavement fro the centerline, shall be constructed where the site has • frontage on one side of 85th Avenue. Full width street improvements shall be constructed where the site has frontage on . both sides of 85th Avenue. 6. The pavement section shall conform to either local street standards or to a design submitted by a registered civil engineer. ` 7. Five (5) sets of plan and profile public plans and o� (1) itemized con treiction cost estimate, construction P ( � P P stamped by a , Registered Professional Civil'Engineer,- -detailing all proposed •: public improve Engineering Section plan p. : approval. Two (2) sets of lam a� profile plans shall be improvements shall be submitted to the € for appro submitted for preliminary review prior to submittal of final plans. 4 shall ` showing � ;. existing and proposed ... B. A grading plan hall be submitted showi the contours. A soils report shall be provided detailing the 0, compaction requirements. 80 t to 9. A profile ofrSW 85t ec south of the subject Avenue shall be required, g , extending 300 feet t site showing the exists grade and proposed e • future grade, . 1111 . Y .l- STAFF REPORT -- UNIFIED SEWERAGE AGENCV CU 88-07 --• PAGE 3 . . ` • C • 4. I-P zoninaistrict setback, building hei , and site landscaping area requirements are satisfied; -1,,:-. b. Other Code requirements are satisfied„ and . 6. The proposal conforms with all applicable Plan policies. ". •. . C. RECOMMENDATION The Planning Division recommends approval of Conditional Use CU 88-07 c : for expansion of the Unified Sewerage Agency's Durham Advanced k, Wastewater Treatment Plant subject to the following conditions. `'.' J • PUBLIC IMPROVEMENT PLANS FOR COMPLYING WITH THE FOLLOWING CONDITIONS SHALL BE APPROVED BY THE ENGINEERING DIVISION PRIOR TO THE ISSUANCE OF BUILDING PERMITS. STAFF CONTACT GARY ALFSON (PHONE NUMBER 639-4171) 1. The applicant shall provide for roof and parking lot rain drainage designed to prevent increased runoff onto the adjacent property. ,_ d- r i a ri + . 2. Storm drainage runoff shall be dischargers into existing 's • . drainagesays without significantly impacting properties downstream: 3. Storm drainage details shall be provided as part of the public • improvement plans: Calculations and a topographic map of the storm �; • ," -' drainage basin shall be provided as a supplement to the public: ': i z.,provement plans. Calculations shall be based on full development r-' of the serviceable area. The location and capacity of existing, proposefl, and future lines shall be addressed: .. 4. The public storm drainage system located outside the right-of-Way •I shall be accompanied by a 15 foot wide easement: • 5. Standard street improvements, including concrete sidewalk, driveway • apron, curb, asphaltic concrete pavement sanitary sewer, storm drainage, streetlights and underground utilities, shall be -., .., installed along the frontage of SW 85th Avenue. Improvements shall ,: be designed and constructed to local street standards and shall. . ' conform to the alignment of existing adjacent improvements or to an ° alignment a pp raved by the Cit y Engineer. Tuo thirds width street improvements, consis ti ng of half-street plus 12' feet of pavement • from the Centerline, shall be constructed where the site has frontage on one side of 05th Avenue: Full width street s k. improvements shall be constructed where the site has frontage on ' 1C , both sides of 85th Avenue, The pavement section shall b conform to either local street standards P 6. section shall conform .., or to a design subCn �,� S stereo civil engineer: NJ plans and sne (1) itemized construction cost estima ej stamped 7. Five (5) sets of plan and profile public improveme y• . all ed by a � ) � .. .. . . �` ..stagy+ Registered Professional CIVil E ineer, details a • public improvements shall be submitted to the Engineering• + plans Section for approval. Two (2) sets of plan and profile c P p ,• le lens shall be ^; submitted for p p reliminary review prior to submittal of final plans. STAFF REPORT -- UNIFIED SEi ERACE AGENCY CU 88-07 - PAGE 5 : ; ' . .fir + °,; 10. Construct of proposed public improve is shall not commence •.'. : - until aft the Engineering Section has moved public improvement •' plans, The section will require a 100% performance assurance or letter of commitment, the payment of a permit fee, a sign � , ;,'. Mi installation/streetlight fee, and a developer—engineer agreement. Also, the execution of a street opening permit or construction -+ - . compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. • Washington County Fire District #1 commented that adequate access for ,•, emergency equipment must be provided to within 150 feet of all portions :, s. of the proposed headworks building. The Fire District also commented that a hydrant must be available within 500 feet of the building. The .► Planning Diuision notes that a hydrant is located directly across SW 65th avenue from the proposed headworks building. - ' '. rho Tigard Water District reviewed the proposal and offered no comments r or objections regarding the proposed use, The Water District did provide comments regarding building and water service specifications, . . - Those comments have been provided to the applicant. typo 06, the City's Building Division, and PGE reviewed the proposal and +' offered no comments, No other comments were received, y. • B. FINDINGS AND CONCLUSIONS 4, The Community Development Code conditiona,!.11y allows utility uses in the . Iw-P zone upon demonstration that certain approval criteria are .. . satisfied, General approval standards include: 1) the site size and �' • dimensions are adequate• �• ` dimensions ,q for the proposed Use and will allow adequate •, buffering from adjacent uses; 2) site cheiracteristics are appropriate for the Use; 3) adequate public facilities serve the r • - Fie site, 4 applicable ee uirements of the zoning district and the Code all q i i . g are .' -. satisfied; and 5) the ese complies with applicable Comprehensive Plan i i . i , r , i r , , i policies, No specific dimensional criteria_ are required for utilities • ' - reviewed as conditional uses, y The proposed enlargement of the wastewater treatment plant complies with the applicable conditional use criteria because: ' r ample propose provides aim le area for the proposed headworks building, i� The site _, ,, for aesthetic treatment to blend the Use with the existing 66 . vegetation in the area, and to buffer the proposed use from • adjacent uses, . . 2, No characteristics of the site impede the proposed Use; M 0 3, Adequate �y ` .,� will be required to improve SW 05th Avenue Bite, The applicant public facilities, J u � fac�.lrtaes alread� .serve the venue to local street standards 4 • a 'Y STA1=F REPORT • U JIFI i SEWERAGE AGENCY CU SS-07' �- PAGE 4 • • Y f r . M. s♦ � f • Y V Y. ' illEMINEMEMBERIMIPMENINIUMMOMINIMINIMMEIMMILWIMMI . / r. ". 8. A grading an shall be sullmitted showing _ existing and proposed . contours. A soils report shall be provided detailing the soil e compaction requirements. • 9. A profile of SW 85th Avenue shall be required, extending 300 feet south of the subject site showing the existing grade and proposed ft. , future grade. 10. Construction of proposed public improvements shall not commence until after the Engineering Section has approved public improvement plans. The section will require a 100% performance assurance or , letter of commitment, the payment of a permit fee, a sign installation/streetlight fee, and a developer-engineer agreement. . r Also, the execution of a street opening permit or construction • compliance agreement shall occur prior to, or concurrently with the L issuance of approved public improvement plans. THE FOLLOWING C ONDIT.�.,AS SHALL BE SATISFIED PRIOR TO ISSUANCE OF AN r OCCUPANCY PERMIT. STAFF CONTACT: JERRY OFFER, PLANNING DIVISION (PHONE NUMBER 639-4171). 11. Landscaping materials and fencing shall be installed in conformance ' P with the submitted site and landscaping plans. 12. A sign permit shall be obtained from the Planning Division pr.g,e • to erecting .Any sign other than directional signs. ' . THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN ONE YEAR OF THE FINAL • "• 4 ♦ DECISION DATE. �/�i L b'� ___ e. ,0,' ..dl`s 4 e..........PR RED Y: 'e ,fit Offer APPROVED :Y: Keith Liden a a 1 Octant Planner Senior Planner (ke/6206D) . a. D/ p. F , STAFF REPORT y UNIFIED SEWERAGE AG . AGENCY CO 88-07 -- PAGE 6 . Vii. j ��'• • + n. .•. ,O , i ,. .. '•' i !,. •.r .. .. .. ) . : . !+ . ) to I. • •, AGENDA , TIGARD HEARINGS OFFICER WEDNESDAY, AUGUST 3, 1988 — 7:00 PM ' • ' J TIGARD CITY HALL TOWN HALL 1 1 13125 SW HALL BLVD. , TIGARD, OR 97223 �! 2 . Call to Order 2. PUBLIC HEARINGS 5 . 2.1 CONDITIONAL USE CU 88-07 UNIFIED SEWERAGE AGENCY NPO I# 6 Request To allow expansion of the existing Durham Advanced W.otewater i r, . Treatment Plant through construction of a new headworks building and associated improvements. The use is classified as a utility, a conditional use in the I--P (Industrial Park) zone. LOCATION 16375 SW I'. 85th Avenue (WCTM 2S1 14A, tax lots 1101, 1103, and 1200) u .- 3. OTHER BUSINESS ;,- •.r 4. ADJOURNMENT rS , . �• i :* ' :, 11 (•• •-� dj/62330 O. f• `fir+, •; • 6 4 1 . Y 1 P. y :V f L '1 Y . . 1 y 11' � "l . 6 0. 1 • 1 is -•I ,. . �..�A , . . . : i RE � Foy COMMENTS RimEy:FIR •• REOUEST ,, , ,...___ 4 TO: , ' I /.4 ,.....?!..411i DATE: 1 !r, id;:, , ^::;. .. , (i . . w" FROM: Tigard Planning Department CiIf PLANNIACI). • .. ,• RE: CU 88-07 UNIFIED SEWERAGE AGENCY (USA) Construction VA. n headworks building for the existing Durham Wastewater Treatment Plant. • y' • •^ eLOCATION: 16375 SW 85th (CTM 2S1 14A lots 1101, 1103,_§,..120.1_ Attached is the Site Plan and applicant's statement for your review. From :g information supplied by various departments and agencies and from other • information available to our staff, a report and recommendation will be .�•` prepared and a decision will be rendered on the proposal in the near future. • If you wish to comment on this Application, we need your comments by JULY 7 , 19 88 . You may use the apace provided below or attach h a separate letter to return your comments. If you are unable `" to resuond t ove date, please phone the staff contact noted below with •"• your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, P.O. Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. Phone: , v , 639-4171. • • STAFF CONTACT: Keith Liden PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: U .: XXx We have reviewed the proposal and have no objections to it. • ,j+ •i i, •; Y J Please contact of our office. tb Please refer to the enclosed letter. ry, A. i,:J: ; XXX Written Comments: . a. Thy are a few matters that must be resolvec1, including whether a 2-inch 1 CO :meter will be adequate to serve the needs of the new building. Will the building, . .. .: • existing be s rink leied for fire protection? How much fill is planned on top of the/Water r + . CO main? The water district will not tolerate too much cover. These mains must be to Bible The engineers °j i ' s should contact this office later in the planning stages ° • � g � e�:r asses s • to coordinate these matters. j .. ° " // r °. Name of Person Commenting: Robert E; 5. , .:e Phone No. 639-1554 � Y i , en/3521.P i f OM • •_, 1/4 .. ., . . • 410 41) . :. • :. ';•' EOUEST'FOR COMMENTS . . . i - .. TO: 1 1 J. it ( f DATE: ....jungr. idra FROM: Tigard P :nning Department 7.1,. RE: CU 88-07 UNIFIED SEWERAGE AGENCY (USA) Construction of a,new W_._._r... headworks building for the existi • Durham Wastewater Treatment Plant. LCCATION: 16375 SW 85t(CTN 2S1 14A lots 1101, ..,____9_L____11031 & 120 • . 4 Attached is the Site Flan and applicant's statement for your review. From . information supplied by varloua departments and agencies and from other information available to our staff, a report and recommendation will be : prepared and a decision will be rendered on the proposal in the near future. . .- t, •' If you wish to comment on this application, we need your comments • ",•;: by JULY 7 9 19 88 4 You may use the space provided `/:- ..-° below or attach a separate letter to return your comments. Ifrn�i are unable r. to respond by the above date, please phone the staff contact noted below r ith ' your comments and confirm your comments in writing as soon as possible. If � you have any questions regarding this matter, contact the Tigard Planning . , Department, P.O. Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. Phone: A• 639-4171. • STA7F CONTACT: Keith L•iden A • ~' PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: ,•• 4 ,,.' We have reviewed the proposal and have no objections to it. . Please contact of our ofcice. .ft , Please refer to the enclosed letter. r Written Comments: • a. . r �A n w t, s- ` M r , tl� •f • ro w-• t9 'i ■ d.ww. t2L- • Nacre of Person Cossent$ng Phone No. . 'y • k en/3521P r r'• . • 4110 i,,:,..7,.MERU ,,, . . . • . , . .- , , REQUEST FOR eo:MENT JUN 3 01988 .: . • . yt I ,., . . . .. ,. :-• TO: (_.3r11.0" i 411, . • DATE: _siesieattatifitl__ID . •`• •` PLAN[v$M; DEPT • FROM: Tigard Planning Department RE: CU 8 7 UNIFIED SEWERAGE AGENCY (USA) Construction of a new • hradworks building for the existing Durham Wastewater Treatnt Plant. • { LpcAT!{�T: 16375 SW' 85th (CTM 2S1 14A lots 1101,1Ql 1103, & 12QQ,� JI _ Attached is the Site Plan and applicant's statement for your review. Fro® ", •' information supplied by various departments and agencies and from other Information available to cur staff, a report and recommendation Will be ,' . prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments -• by JULY 7 , 19 88 . You may use the space provided W • • • below or attach a separate letter to return your comment$. If, you are unable ' to respond by the above date,, plesee phone the staff contact noted below with .. .. ••• .. • your co�ente and confirm y your comments in writing as moon ae possible. If . you have any questions regarding this matter, contact the Tigard Planning • ,, Department, P.O. Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. Phone: 639-4171. . . STAFF CONTACT: Keith Liden H PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. ,•y •'. Please contact of our office. 3.y • Please refer to the enclosed letter. A 1.;•- :M Written Coente: . A Da , J •." ' t. .. _ 'rr .. - sue. amammummirammaam■rmommm • a t(9�.• 4 M •„, • A . • ' 1 Wide of Person Ca enting ' _ - • Y. . -.. • y;`'" , Phone No. .6.0,_:,,:43L.-.L.:/ - i::i:cy cn/352 • . Y a 1 •N r, • is .. .... ,,," , ,,. n -: 'C IS I. V tit ... ,,, . .. :,.,.. . . , REOUEST FOR COMMENTS JUL 21 198 .. ..•.•7 , . • . 1988 ` . TO: . PO 4-1-- 6 DATE: ....junegi 4774:;;:l. ''',L' 3. . ", $3NI :' 2, e PROM: Tigard P lanning Department " RE: CU 80707 , UNIFIED SEWERAGE AGENCY (USA) COnatruction of. a neat '1,- -t`r . headworks building for the exist,lnalDurhaan Wastewater Treatment Plant. "« :'1,... ":t" LCt.ATION: l6375 SST 65th (CTM 2S1 14A lots l101, 1103, & 1200) ■ �» Attached ie the Site Plan and Applicant's Otatement for your review. Fro®• ••..., ..� information supplied by various departments and agencies and from other • ." information available to our staff, a report and recommendation will be • -• n prepared and a decision will be rendered on the proposal in the near future. r+`• ,: •°" - If you wish to comment on thin application, we need your co entatr. " : ': by aunt 7 19 $g e , You may use the space pravfded below or attach' a 'separate letter to return your comments. If yoIt mace unable! • to respond by the above date, please phone the staff contact noted below with , , o your cmen mts and con rm fi ,your comments in writing as soon as possible. If you have any questions regarding this natter, Contact the Tigard Planning Department, P.O. box 233970 13125 S1'1 Mail Blvd., Tigard, OR 97223. Phone. f p 639-4171. i. •' ,'".. STAFF CONTACT: Keith Liden .-.e. ' PLEASE CHEM THE FOLLOWING ITEMS THAT APPLY: i --X.._ ale have reviewed the proposal and have no objections to it. r Y .- , .. -• . P1eaee contact of our office. ••. 14 Y„ i•, M ry Please refer to the enclosed letter. Written Comments: mo ... w.-_�_ i • Y' , 4 Y I ••r i . ... ..,. .... Mme'i�rir� r • LA. ' r• Name of Person Cocaimentin / . Y a Phone No `` 1 «4 IV • en/3521P 4. t. yr t " w r ti / H 410 ■ •0 • • N.) . S ,. . • . ! R'QUEST FOR C4 `�;► r ,� c� , TO: ,� ' r -. T FROM: Tiga sdt ' fining D f artment 0�e • RE: CU 807 UNIFIED SEWERAGE AGENCY (USA) C�nnatruction of a new Y 8. - headworks building for the existing Durham Wastewater Treatment Plant. LOCATION. 16375 SW 85th (CTtl 2S1 14A lots 1101, ].x.03 & 12 p i . Attached is the Site Plan and applicant's statement for From " + , � PP your review. �± + . '' information supplied by various departments: and agencies and from other .. �t.;.. information available to our staff, a report and recommendation will be ,:y,; prepared and a decision will be rendered on the proposal in the near future. • .�' If you vial* to comment on this application, we need your comments .` • . by Y 7 , 19 8 . You may use the space provided • below or attach a separate letter to return your comments. If you are unable to reepEnd y iLL� the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as poaaible. if . .:' you have any gueationo regarding this matter, contact the Tigard Planning . Department, P.O. Ear 23397, 13125 SW Hall Blvd., Tigard, Olt 97223. Phone: " r 639-4171. . STAFF CONTACT: Keith Gi.den w J . yp PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: ,• We have reviewed the proposal and have no objections to it. Please contact of our office. r . . Please refer to the enclosed letter. . • ` "' Vritten Comments:4. 4.14W4wInoMme■ . • Y go n a f • 41( AIR F ,` Name of Person Conmentin. Y , • .. ,:. • + Phone NO. 1 i • eh/352iP • : - \ ... • . . -. . 41O MEMORANDUM . .. ... CITY OF TIGARD, OREGON .- . . , • • . . 1 ' . , .-• . TO: Jerry Offer, Assistant Planner j ' i luly 18, 1988 • .... - FROM Greg Berry, Utilities Enlner gv . 4 I ii,(6:1 ' . ti .. . SUBJECT: CU 88-07 Unified Sewerage Agency, Construction of a Headworks • Building for the Durham Wastewater Treatment Plant ..., I - -• .. L . Findings: ,* . ,. 1, The proposed expansion includes a new headworks burlding to the west of ..• .. SW 85th Avenue which will be extended south from the existing treatment ..-. plant entrance, Site maps showing existing topography and utilities A8 4. well as drawings showing a preliminary grading plan ) street and right •of-way improvements, and schematic utility plan have been submitted, • .0 ..., 2, The submitted soils report includes recommended paving sections for . • • . . • asphaltic and Portland cement concrete based 011 the traffic coefficient ., and amount of truck traffic, . , - •. Conclpsipnl.: • %, 4 • •. 1, The applicant shall provide for roof and parking lot rain drainage to thcl 4 • ", .. •. public stormwater drainage system designed to prevent increased, runoff , •„ onto the adjacent property, - , . - . 2, Storm drainage runoff shall be discharged into the existing drainageways - :. . without significantly impacting properties downstream, . .0 A : :..' . :' . Storm drainage details shall be provided as part of the Public • . Improvement plans. Calculations and a topographic map of the storm drainaqo basin shall be provided as a supplement to the Public . Improvement plans, calculations shall be based on full development of iatt : ' ' • ' *4 . the serviceable Al6e61. the location and capacity of existing, proposed . . . , and future linos shall be addressed. •i • 4, The public storm drainage system located outside the eight-of-way shall .• et• be accompanied by a 15 foot wide easement, M . , • — ., 0 5, Standard street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement sanitaey sewee, storm draihage, 1 , . i streetlights and underground utilities, shall be installed along the • 6i , , , frontage of SW 85th Avenue, Improvements shali be designed and .., constructed to local street standards and shall conform to the alignment existing adjacent improvements oe to an alignment approv od by the city ). . , . Engineer, Two thirds width street improvements, consisting of • •,.: . . half-street plus 12 foot of pavement from the centerline, shall be .. ,.. • constructed whore the site has frontage on 0110 side of 86th Atiehile. Full . .*: width street improvements shall be constructed where the site hat • .-- . feontage on both sides of 85th Avenue, . - . , • r . . •• . . . 0 .0 . ' ■. . .0..• , .`"■•■ ' :0• ^ ' ' • : a .■■:■ the , d • ' • ' ' ` . .. "* . — • ' — . , . . ., '. .. ' : .':',Ir:: • A 410 411) • Jerry Offer rk • . • July 18, 1988 Page TWO 'ri{4• • 6, The pavement section shall conform to either local street standards or to ' a design submitted by a registered civil engineer, ;., 7. Five (6) sets of plan and profile public improvement construction plans and Ma (1) itemized construction cost estimate, stamped by a Registered r, Professional Civil Engineer, detailing all proposed public improvements -• shall be submitted to the Engineering Section for approval, Two (2) sets of plan and profile plans shall be submitted for preliminary review prior ` to submittal of final plans, • - + 8. A grading plan shall be submitted showing the existing and proposed ^ contours, Aso is report shall be • p provided detailing the soil compaction requirements. aat' w .• ,I' i i you/,{ 9. A profile of SW 85th Avenue shall be required, extending 800 feet xdpiAliffr of the subject site showing the existing grade and proposed future grade, 10, Construction of proposed public improvements shall not commence until after the Erlgirteerang section has approved public improvement plans, The section will require a 100% Performance Assurance or Letter of Commitment, the payment of a permit fee a sign installation/streetlight fee and a developer—engineer 'agreement, Also, the execution of a street opening permit or construction compliance agreement shad, occur prior to or concurrently with the issuance of approved public improvement plans, . a• + a .Y Signed: Randall R, Wooley, Ci 4 Engineer br/59210 a. co,m 4 C ♦ 4 r if • � I @j Y~ .'X• ' • -i . Y� ,,. ,. i + il{�a ` • N,,,».o , • J1 .y, • Y +YJ. 4� ? Sp � i • 4 . ::.,., r.9 w • lits... ... .. Y 1 { y - , 1 / EQUEST FOR coMMEAI JUL X98 ?Lagoa.4 • TO: r 1 1,,....t 4,c, • DATE: ,_tfiprvF4o2t6gp__ - FROM: Tigard Planning Department- . - RE: CU 88-07 UNIFIED SEWERAGE AGENCY (USA) Construction of a new • .. :' '. headworks building for the existin• Durham wastewater, Plant. • . . ' LOCATION: 16375 SW 85th (CTM 2S1 14A lots 1101, x103, &. 7200). . ` Attached is the Site Plan and a licant's statement for pp your reviera. From _' 5� information supplied by various departments and agencies and from other infottnation available to our staff, a report and recommendation will be •'' :*• prepared and a deciafon iiil be rendered on the proposal in the near future. ". If you wish to coEunent On this application, We need your comments. •� by- JULY 7 , 19 8 . You way Use the space provided . below or attach a separate letter to return your comments. Xf OUt are u+n b e • - . tai reppond by fiche above date,., please phone the staff contact noted below with .c• you have any your comments I writing at dobn' as4 y possible. Xf '• Your comments and confirm , " mraen »r" Y ny qucastiona regarding this matter, contact the Tigard Planning ; K impartment, P.O, Box 23397, 13125 SW' full Blvd., Tigard, Ott 97223. Monet 4.' �o4 639-4111, , • STAFF CONTACT: Xeith Liden • : PLEASC CfSCg TiiE IOLOWING ITE MS HAT APPLY:.Y .-, r. . ' We have reviewed the propoaai'1 and have no ob ject ians' to it., .'...,400` tl • ,.y :.;1 _____ Please contact of our office. " • ' ' Please refer to the enc1oaed letter. .,fir Written Comments: • :.--'1. � (j,) _ t #y . iff , ,. a • �,, / . / • i ' ,Allir s . , �' L2Cib ", •' A,•° '' Nate of pe ra on Cot tent .n JUN •�'. :' Phone tlo. C� ` -' '- 1988 • . am �.::....� - crt/' 52 i F• • ' . • ,' D ,` ' i .k • a' y ..Nrr^.u.,'d, ....a.. i..ry,.l.,• r-.W�.e..... -. Mari.;r° 1s41^.V1.V••Y� ,� diiios•dc.' n.,i, .. '':t.:1•:., . a • . ,. ..... . _ • . . . ::•.1... ,.. .,.. . . . . .. •. ID .... ... ,, . 411 . ,.. ... . . . .. . . . , ... ,. .., . .,. ,., • . ,.. . UNIFIED SEWERAGE AGENCYOFWASHINGTON COUNTY . .. . _ • .. • ••,. . e ... ..,. June 14, 1988 . - '-..... . , , . . . . Randy S. Clarno ..: Development Services Manager , r • a • CITY OF TIGARD •••• • -....-. 13125 SW Hall - • Tigard, Oregon 97223 . . 0 .. ., Dear Mr. Clarno: SUBJECT: Conditional Use Application .. . ,. „,• •. Durham Advanced Wastewater Treatment Facility •• ,. . - ueadworks Building . .• - ., On behalf of the Unified Sewerage Agency of Washington County ... „•,-,' • (USA) , enclosed are the following application elements in support 4 ,.. „ . of the Agency's eequest for a Conditional Use Permit to construct - , • • • -,4 ,• . a new headworks facility on property currently owned by USA lying . . , , west of our Durham Facility. : - -- - % - . - 1 . Application Form: 1 Copy ,. 4 - 2. Owner' Signature: On application form • , , . . , , ,,, •• , 3 . Title Transfer Instrument •• •,- 6. •. %. .. s. • • 4. Asses : 1 copy each of 2S 1W 14A and 2S 1W 134B . ,,, f of. ' 4 with the "Subject Property° shown on 2S 1W 14A. For , clarification, we have added property lines and assessor ,.t.: ' map numbers to oUr site plan drawings. ;..' 4 5 site Plan: 1 copy of our pre-application checklist with . . 1. modifications incorporated to reflect changes made by the . . 011. ' Agency since our initial pre-application meeting. 1.: -; 12 . .... tm. , 6 . Applicant's Statement: Statements from Our ConSUltant, -:' ;! CWC-HDR, Inc: , and their subconsultants are included in , the °Stipplemental Information° enclose herein. ., . ..,. EA 7. List of property owners and addresses within 250 feet: . . ., ....1 The folloWing list identltied those property oWners ..t within 250 feet of the subject property. For - ..' • clarification, we hare added property lines, asseggor map . numbers, property ownerS and addreSses to our site plan . , . . .. .,, .• .,,L, drawings. .A, 11 % ■ .. :: :,,f • • •': I • '. 1 PLX.I.MAICOMMOMMOMMIWWWWWSMON, .1 '•,. 150 North First AVenUei Room 302 HilisborOi Oregon 97124 Phone:503/640-801 4 , . . • . . , . • , . . . •• - - , - — . ., ' .....:. .* . . , ...- i •. . ... • , . 410 411 Randy S. Clarno . 4 ■ . • - June 14, 1988 Page 2 •. ‘,.. . . . • :' • .• -. - - - Tax Lot Owner of Record - .... .,a •. • ^ A " 2S 1W 14A 100 Tigard School District 23J ., ..,: ..• , 13137 SW Pacific Highway _ • . . - Tigard, Oregon 97224 . • • . . .. .. . . • 2S 1W 14A 1100 Tigard Street Investment Co. •.% . • • .• PO Box 23516 •. - . . Tigard, Oregon 97223 • 4 , . 2S 1W 14A 1104 Willamette Cable Television (sale is in ,- 4800 SW macadam, Suite 309 process) ii . • . Portlando Oregon 97201 :. :-4• 2S 1W 14A 1300 John Hi & Sally P. Thomas •. . .. : 1302 16575 SW 85th Avenue • , „• . Tigard, Oregon 97223 28 1W 14A 1000 Charles & Zada Lamb ,. . . R:A. & Linda Gray : •. ,:r. 11445 SW Tledeman •: - Tigard, Oregon 97223 .: -.. . . ._ 2S 1W 13B 600 Unified Sewerage Agency . . . • ..-0,:. 1 150 N Firdt Avenue, Room 302 ,.. .. ,,,e. -• ' •• Hillsboro, Oregon 97124 • / • ." . .• 8. Filing Fee: Enclosed is our check in the amount of • . „ , . $365.004 4 • .. . . .• ** : The site information, site development plan, grading plan, .• , , „. arChitectural drawingS (preliminary) d landscaping plan have an been incorporated into our Site Drawing and Supplemental information. Ten ( 10) copies of this information is Submitted .. with this application for your review. „ . ,. a ,_ _ ,, We thank you or your attention to this matter. Should you have questions, please contact Dennis Lively, Division Engineet for • USA, at 648-8621. '. Sincerely, •., idut.4,6aittot ,..,, . • Gary F. Ktahmer General Manager . , . , . Enclosures ',.L . ... t . 4 . t 4: Al • ' ""4'‘ ...4' , • 4. t.' : ^.;,• " . -. - :, - '--, . ".. .. t ' ■..-. ' —''.: '. ' . ' . ' ,. .• ' ' , ' . '''..1. '1.,:, • ''''',"41 ", ' ' `; . c;i # '3" ' ''''' ' . ‘. . ' • - ' ' ' .• '" 1 , 4 *^„, I .., .,::.,' ' • ''' . •• .'• • "'. • .. • . . . . . . '.,•• .', A . . ...• '3/4. • 1;', . ,„ ,,,ft- • I. 4 • . •. . . .. ...............•••...* .. - 4 0 • 410 • • 0 • . . ., .. •, .., ■ .. . . ' Staff Review /it,' .. .. • : P7m---- ,.. ., . . . CIrf OF TIGARD -.3 " . COMMUMETY DEVELOPMENT DEPAiriliENT • ..,,,,..1 • . PRE-APPLICATION CHECKLIST V. • • • '''. . :' • ,t,t. Date 'AO Z.47-4r7 . ... . •• .•,... ■ 7 anifisrees...44 1 . % ••7 ,4 . - s,.' • 1. APplacterr 1,..., 2. PROPERTY LocAnoll . .:,.... ,d i ., ::,,,, Iltti, , ,L ., 'Address ...._ALig_vr...,_...... ......_......, . • . st : , . .t . ., .• .... ., .... . . . ....., Mp/Tax Lot *".„ .12.......:• E jiAL1/4.1 1 A-A,.....11DLADa ,,s1ILDQ_ ol '... •• 'i:••••■ 1 3. PROPOSAL DESCRIPTION/NECESSARY APPLIC /ATION S) _,..,,,f :,,... . , ,...,0; •a /,,• . ,• 13 , .. A, ,•4 , . .'. c: "Sk`rUCti, C44 YN,.f...A..k, •Yle„di Cx.Jel ...." S ki il cnck - 1...)e.c,\...k c.c.11-c., /.....c. . a ,.. - 4„,„,0,,, ,,,..i.,...,,;.....,.,„t•••••■••/Pf 1,0•••••••41.•44.k...4.,;:+4?), '. ••••••-•." ;• .i ';':'st . ::,. ,..•., . - EA-vL , 4, USE .s ist,\J exwe . .• .. a. . . . . .-. ,. .. . . . . Existing et-. ..r..)-.".%.1.,r7e.f'.77*-,t- - n(-I v.k iv ern,ir-,ti ' 14.1........1•••■••••■••••••••■••••••ari* .. - . . . , , • ' • I..• . . a.• - ''. ' .1. . •• , ...I .. Adjacent Property . • - .• . . . . , • • . . ) . . •• .. . 6 La...,_ • . . v, 0,.... (-1 -- t ON-1 Jr •"'',iffl ri**4 r'''ke:A . . , .........-7 I 0 south ... ' (-. 1 .0, -- . 4...., ....) . east ....(13 -- ( <, Ihn kkh./.41"" .... ..............................,_.........., . - ...-.. ., .,.. i, . . i . . . „.. -. 5. COMPREHENSIVE PLAN DESIGNATION , .At* .,7..8. „.., .,, . ?... r . . N. ' .'"' 4 .■ i 6 ZONING DESIGIATION .-0 '‘' 41f,..„.... ,..-...,.■'-• " „. .. .. , 7. NEIGHBORHOOD PLANNING ORGANIZATION MO. 4.--..eik., CHAIRPERSON...,„, ,..,.,.' ..iiti• ' . " e (051 i titi A ). •. 4) 631. 14 . _ . • -• - ,PHONE na.mmusmemummummulii Imagassertamonsmrs 4 • 1 . . 41,, R. CODE REQUIREMENTS . . • . • . - . .Jj • . • i 63 . • Minimum lot SiZiabildth '''''' A ..,_.;,„....... ' •,.. 0 4 SeLacks t front a....S comer' ,3 a.c._.„.i 3 tole 1.) m 0 ar . --....-.....--- . i . Special tetbackst ....... streets15 -cf.,,,, establish2d areas ..'; lower intensity zones Ze) idated4 1 nd watt a s ,,...;,...• __*Cin ea . .-. - ,1 ...&..... ,;1 flag lot ..ij 6_,... accessory structures zero lot line•,„ ,.....,„ l':,..k. ,,,, •,*: i ..• -. fl . xietti - , co a n lot iketage nisiiiisitiin bililair-Aj height t • t , , • ,,,, ,, A, #, 4. •0 • A• • '. • ,!. ,',.•,.. t. 4; 4 ...• '. A.; •I. % 11, . • 6, • .0, f 411;4'4 i4• • •-. ••. . .!. 1 . 0/1.f ;1 i. t'' , • .' !; 1 I •"; P.M?.■ ..,0.-r . .- •• r • . idi • • -7"""'"-...7."71' • • . .... -' 4 r h .. • --• ' Q ! . gpecial:hoight itf,". . flag lot -..* othilj --- , . — _ ............, , • ' • **•- ' . . .. • '' Density calculation • .— .,•. • • .. ri, . ,, . . . -• .- : • . ..,, , . 7 .2 . i 1. . .6,I. trii;11 h.,' f ifro.,.. Iv o i■. ■ ***I. , . 10 4 4 " 1•0.k 04■ 4. 4 I, I .0 p * .1.0.011 . .011110■MMINOIDINNO11011•1.11101,110 U.::. .., . . - Density transition •.. . .,. •: . .....-• . 4.11211MMITIWWW■WO 6 .... Landscapingt . minimum % of lot area Agl ,.... ..................„ ...... ..• . .,. . . , . .. . • • Street Trees -:.-U- ''s ..,i!',...,,,-..,, ,; .):'.-,„,.....* . 4. 44. • ./..;,.. 1,! . ,,. ..-.4• .. ' ,,,,• . . .. Buffer , ,,.. ..„',....4: .• . ... . . .„'.. I / . Parking Areas :'. 17: ''a .., 2, ' id.,;4..L4..... .7.f.„,.... ,,.. .. . . !,: 4- I t:'• . 1 .,; ti ' ....• . . . i . Visual clearance . . , -------- ..-: .....„..• 4 4 , , ,. PAeking tod loading „L„.Clii... .......2.....: . . --„,. . . . . .. . :5 ,e ,. 4 .7 0':. • 4 ,...smoimiimo00 - “. 4,, 1 . , .. 4,. . ACcess and dirCUlation . ,.‘ (11 t-,.. . i. , 1.0.‘„2...L.slialba_m_ r.C... .....__ ______c7 : Signs -ren rie q : . ''":".L.'•.' 0. OTHER CONSIDERATIONS (get application checklist for specific itemS) ' . . • I . ... ...-' . - • ... Sens itiVe lands; flaxxippsin draiftgewAy • )25V a 10pe jactle„, . . .'4. :• •' r •'...! Wattlarid a ........„.........n...„,ta ,-.........-.. . • . . . . . Open aPaCQ ' ' t'J ia„...,,,, • Wstoric overlay .....22 ' .. ...... . . . . . • ..:4, ..4: ,,, Street ituproVersentsidenhattiontibiketektys ifikkiadtailbiktik4raeLl. •. .-,. -:- -. i.f,...!,... ...t',1;•,44',.**:,,04.m.„:.4...___.,.4--,,4±,L, .• t':.*...i 7.3*.i.ileiai•H#..;'•44,...i.4..,'•••'•-' r 0. 4 i L.* \r:‘,0 • rItrii, . • , Itight-olu44111 4 Od LICalt/tort 'a rs.. . ' 1 -,...,...................-_,...,.............,............... . . . Sanitary Sealer improvement ,JIILZELYI_ t;.. 1.r.1jr...\11Lb.,..L.,„..:„„ . . . .. ,.. , • . ... •a• gtOtm 8404,4 IMOPOVOMantt . ..Jiiti,A,:a: -.=., " .,: Pa . i :.• ,4 „ _ ni-. .. .- •trr,..- -73-7 , Impretioteht Agreement i,o Poftitl DOhdt: Pawl „ „ .. _ _ . .: e .„- , , -1 ,...„ • i.., • othor, Aioncy pdemitt , ., . „__. , . ._,,, „ , .. ., ., ..„,„ co L • ,.• „ • , , 10, PROCEDURE.. .; .. ..;,. , . ,.. ..,„ , 0 Atimilnittetitivo staff hiVieW .... , .. , .. . ...„ . „ „. .. . . . . „.. . ,„, ,,• • ,,.11 Public HdAeing/HdAeingt off ,....., ...,_ . . . _ . „,•. , Public HdAeing/Oltinnihg tdmolition _ , ____ _ 4.1101IONMINIM.101,111.00.110. Th4 Adminittetitivd docitido or Public Hearing thAll occur dayt tftep A compldtd Application it filod, A , • ,, : . . . .. ,.. id-dAy ppdal pdeiod fdldw all docitidnte , (0573P/0022P) . . 14; • .• , -,•, -.. . ., .„.. . . i...,: 1.•„„.:.'; ;, .1' , • . , i 110 i '. . 1 • , , 1 - • .-. • , . ., , .... . — t Y. •y' • .. " • -1 Y •• • Y - Y Y - . 'i 1 , , : Y 1 _y •". .-• w. •• #r , Y • , Y Data •Y 0.:/w) i 1 . • ' CITY,QF TIGARD , ,, , •, Y I; ~,• COMr1MUNITY DEvELOPMt`r o E' ART 9Erfir ' '' • t ' 1 • 't 1 `' �'; APPLICATION CHCCKl.RST••. ./, . i ' Y 1 i 1 I 1 , F• , • r • . The items on the checklist below are required for. the"successful completion of • -'••_ your application submission requiramants.,�-, This checklist identifies what is '.. . required to be submitted with your rapplication,, This sheet M be, brought " and submitted with all other iIi:Aeriaals -at ' the' l'time you submit your' • . • application. Sae your aappl,icaation , for further explanation Ave these items or'• call Planning at 639-4171. r , ' :• • , ` . ITEMS TO DE • •• : BASIC MATERIALS ' INCLUDED: .4.. A) Application form (1 copy) Ci/ ,.•„ ,.: B) Owner's signature/written authorization. Cif °: t`• .:4:,. C) Title transfer instrument C 4' •' .• " w ; ) Assessor"3 map (se • .• • , E) Plot or site plan C • • Applicant's statement PP C 1 • ... (G) List of property'owners addresses within 250 feet L. ' (H) Filing fee ($.1$.9.2:27;___) r ' Y ' • 1 t , Cee , , Y SPECIFIC MATERIALS I , A) Site.Information showing. (No. of copies _• ) C 3 1) Vicinity Map "` C " «". 2) Site size & dimensions Col' J, . ,� 3) Contour lines (2 ft &t 0-10% or 5 ft for grades 107 ) Pi 4) brainage patterns, courses, and ponds • 1#1' i ,rA'' 5) Locations of natural hazard areas including: . ay Floodplain areas t ( • b) Slopes in excess of 25% [ 3 c) Unstable ground C 3 . ' d) Areas With high seasonal water table Cie 4 1 • .; "' e) Areas with severe soil erosion potential C 1 x . 6) Location of foundation soils C .. .. f) Areaatr ... ) resource areas as shown on,the Comprehensive . Map inventory including:Y a) Wildlife habitats • y; r` b Wetlands C 3 ' 7) Other site features: . Q. a) Rock outcroppings [ 3 - . b) Trees with 6�' 4. caliper measured 4 feet' a f0 from groUhd 1aVel C ' }' 1 Y . .,• Et"? „ 6) Location of existing structures• nand their ones _:. 9) Location and type of oh ad off—site „noise sources C 1, ti . co.,. utilities and easements Cr'1 • 11) Location of existing dedicated right-of-Ways te .. . DJ B , Site Deyatlopment. Itlaan. show pg (No. of copies ;rte 0.). [ r 1) proposed is to aand �surrr�oundi ro rties A The . y■p�.y1q.'.. 1 1 1 Y Y v 2) Contour line interiala ' ;". . ,. 3) The location, dimensions old naves.of alit , ,•,,;:1'h•'-.' a) Existing & platted streets & other public ways nand easements on the site and on atd joining [ jr • , .d . properties r r :• • ,+. APPLXCATION CHEMIST -" Page 1 v CKL Y Y f 'I r " d r .r ' y 1 I ;.M - ¢se, + r. • 1 ? I l i - � ,- ,t r11: •+' t �, s'.ri {�51 t {J -r ,r, Yr„r i, ,:r •v '7', ,., '.. •f I ., r ^q , i.�� 1 .4 �.i f{,. r i j i � �i i 't 1 .�, r ;,;:::,4,.1: ,:.,:,'1::::::',%,. l f'' '•t ' t 5' rr r 14 't I 1+' 4� l .r li' v t 1• ^S. t i _ _ wl 1” r 'r: 3 r �1• ,1 �I' k ,r �. .Y 7� L. ) t ,p 'I ! 'k k,' r l u'. 1 • •YYn r 1 'r + 1 n i+ ( 'M'r . •'11' Aar, to +4' r •i F.S• u t f 4 f , y5' ;� 1J f . 9 r 1 T , a` S {' I r , l 1 1 1! . { • . , 1 A , • ''7•r'.r 1'1 I 1 •y ,.. y. .'1 .. . ..�1. ,.. , ^,J. .. .d,"9' II i{Y r 't.1.,.*,1 n♦' , 1 '.• t•Y• i• r • 1'r.,•:. 1• t 4 ,1 ''} ' '4''2,• ! f 'I ' + !1 ' .I I e' 1,f; 1 ' r' b) p',. thews�t��eets �r other-public " s eam; s t},rrl k 1 �, M 3) Locatio r.4' terr�►r�es p deck 'p ' heft®rs p area f • Y and co .�ln open 'spaces �; .• , . , . 1 { }r ; ,...•...' c)1 , Alternative routes of dead end or proposed 411 .` •■ N1�7��?A C I I ( I i re i t'I�f'1 Locatfion, !Tale:-' d k, �r 4) ty'�,`' si�o and speciars of existing and streea:ts that require f=uture extension , t 1� The o i n`and d 1 `^ , %.,,•:,,: ;.:. ...a ;' , „� 4) 1 cat o dimension of=: � '1+:,,',�, ,,1 MN1+4'+..,.'r;:;;y.�:*!� � '-• proposed plant materials. � a) Entrances and exit ' 'on th�l site C« s rt 1 .,,1 ' :. se •' The landscape plan small 'include` a narratives which addresses: "' t b) Parking''and circulation areas i co y• �� 1� "4t 5F,rr 'r• 1 f !A "M JNl� 1) Soil Conditi©1'11S•i rl f A IY E J 1, j4Y tY' •, • c) Loading and services areas ,, ,t. , < 2) Erosion control measures'that will "be used. C " . , 'd) Pedestrian and bicycle circulation , C r t .�r ( A,y ,1' ea rY " tiYf 's CMS �y �y ..‘,,,.' : ,..,,-., ,,,,,,,..', ,':%,. ,. S1gn bra 41�nK�5 1 . k• ' I '' • • 1 , ,I' Y l • , 01' ' Y ¢ . r ," ., e) Outdoor common areas, C ] ,, . e,,,-..1, . ) . 11• .r �. 1 ; ,' '; f) ' Above ground u4�i.l;f;ies ' 'r 4 ;; `�� '11, :. e` Sign drawings fsha�l1 be ,submitted iry accordance with Chapter .f r y �,. 1 d,' �` 5) The location, ,, ( � ,, I• dig ansic��es & setback distances of all ° , f , " r �.R.11� of the Code 'as part of Site Development R®v�lew or �; a) Existing permanent structures, improvesmente, y prior to obtaining as Building Permit to e:onstrubt then sign. It I . utilities and easements which are located on ' ,: ;, ,;; <.• �''1 �� G) TraaPfiey ranesration estirrsat® C fir,• . ,;r r��s 1 the situ and on adjacent property within 25 rk a,r , e ,. s e/ ) , r r'YI ' _,�/(/ t �sae P M1• •!•. 1 s .,Irwr elr .oeno .+•rw..' or.ur�r+ww.rrlmumlrwrwl•••w C d s +.t„. '�'�' fruit of then s tl�eaa ea,,, � � ;: + �' .: kr , ” ' " H) Preliminary r�arf:itior� or Iot 1�.ne ndiusttsant mmo showin�a • b) Proposed stru�cturess, improvements, j 1 i�1 e 1 a Ir i1 C r ' (la ',' L*. (N®• of Copiers )A utilities and easements on the �iteaa «IJ 1 . 1 . ,,W. ,'�y. "' 6) Storm drainage facilities, and analysis of �r�rk� r ��. � ", ) P 3 r v ��, 1 The owner of the subject parcel ' e a <':c; downstream conditions ,' .i as' . 2) The owner's authorized agent � " 'f rr ,'� ;` 7) Sanitary sewer facilities C .' 11" " s a ; "` e:.. ", ,',' 3) The map.scalo, (20,50,100 or 200 fees 1), inch north r ,r,r ',� 8) The location of areas to be landscaped arrow and data • i r`,-,I� �� k ! , t'fi +��1 IM�/W (S{i M d�tdf , `',. ,,,.. 9) The location and type of outdoor lighting .i,':es,t 1'f; .rl ,y, �1 y p pa r Description of reel. location and bourasaries considering crime prevont#Aon techniques - 5) Location, width and names of ctreeaata, easements and ' .,.r 10) The location of aaaailbofce>x ¢� '1!` " other public ways within and adjacent to the parcel C J , r Y, h r z r p raga on and within ,'i, 11) The location of all structures and their orieantas�.i.an Da/ ,r , 6) Location of all erma+nent builds 1",:: '4.°,,:."''' , 12) Existing or proposed sewer reimbursement agreements C 3 Y ,, , ( , r rr• , r 25 feat of al1 Property lines C 3 1 , ' , 7) Location and width of all water courses C 3 " C) Cradina Plain (No. of �,' P ,p'f copieas ) 1 � 1 `' ;,,." :,; {� / ° 8) Location of any trees with 6" or greater caliper at .s__w�.e A feet above 'ground level C 3 { 1 ..t a 1, 1"I r 41 il.', ','r.,, �' The site devolopnient plan shall include as grading plan at � 1 k`r ;.,:° , • . " 1 9) All slopes greater than 25' C e.... : 1....; ' the same scale as the site analysis drawings and shall 7 ,11 1 , J 1 i ( / ( 3 ` ' contain the following inforseation. Y rf ' 'r i10) Location. of existing utilities and utility easements J eye: : 1 5 y- l I \•� fl tP 1, ' � 4 { ! i�It „, sees., ,v 1) The location and extent to which grading will take �, / ,+ :. `;; 11) For major land partition which creates a public street! place indicating general contour Dines slope ratios P right-Of-way location and width C 3 , k . " a) The r»aserd ri ;1 b) A scarriead cross' ' :4ion of the , Tt , ' and soil stasbilizastion proposals. and time of year ) proposed street ,1 � . , ;„ '. it is proposed to be done. C ] i ;r ¢:. l ,Ir.., ,� ,(:`y plus any reserve strip ' " ' ,, 12) Any aapp: i t.0) deed restrictions C 3 2) A statement from a registered engineer supported b+� f data► fatctual substantiating: 2�'' e a ` ' 1�3) Evidence hat tares partition will not preclude J 51i ,: ,: efficient future land division where applicable ' k ;� a) Subsurface exploration and geotechnicaal report�1 a. .., :.+ engineering I eporM f o� I !' Ca ` .L 1 r ,Ari P(Y i• 1 �; t I) Subdivision .Prelimire, Plat dohaa and data showinca(No. of b) The validity of sanitary sewer and storm t �•;�Irtl '( ` I � •i yr i' ,. � �rw` t 'r.. , , IM ±f ... drainage service proposals t ¢ ti Copies • , ' � t � ,; c) That all problems will be mitigated and 1 equaling �0,50,1O or 200 feet to the inch 1, 5,: 4- {1 r.. / 1) Scale ' f I t • how they will he mitigated �1 [ and limited to one phase per shera�tt C `; ry _ r taw 2) The proposed name of the subdivision C 3 nomt (No. of copies r , . 3) Picini P n D) Architectural C rawf s Vicinity map showing property's relationship to � .: The site development plan proposal shall � _ # ,� arterial and collector streets C � . per p P include: 1) Floor plans indicating the sal eer•e footage �•'' ` Names " ) P � g of all...'" � '; 4) addresseu telephone numbers o$ the owner proposed for use on-•site, and .:'1 ,t 11, `... de�►eloper,•eertgine , surveyor, designer, as st . ).icable. structures g i Pp t� r. in '` 2) Typical elevation drawings of each structure. E M,`Y. r t r«.:' .4 1 � 5) Date of �Ca on 3 tract subdivided 3 E) Candace e. Plan No. of copies . ,, Names of adjacent subdivision or names E boundary acts of raid to bee ,`° l` owners of adjoining parcels of Unsubei a ( P ) • a �tf recorded drawn at the same scale of the ;, C 8) sin®a�0�o p ivided land ; e� landscape plan plan shall be r � ;,.. �' ) related ta+, a city-established bench- mark site analysis lan ear a larger scale if necessary and shall tip;. indicate. ;.;•; a 2-foot i tt is for 0-'•i10% grades greater roar t afar ,/ ,,,',' ; 1) Description of the 3rri applicable than 10% 1 1 - eae where ' k r ' e gaati,stn syst re sap caab i 2) Location and height of fencet , Cal fers and screenings 1t A ,'.u: 4ti' k' Y '' IraI a' " APPLICATION CHECKLIST Page 2 , , a , 1 , APPLICATION CHECKLIST - Page 3 ' rl t4.. f ` r ,i' X11, r �iT r� N' j IIP �,� � s + r .... rllr ,+_.•,:.,,,.. "i• .,•° r,.y, ,,{. .. - �. es.,,, ry ,rf ltt f , ' { ' ., sea . :;'''..s,.. 1. , «.,� 1 f. .r'.... '; ., ,,;.. ,.,, ., n . .,. • .^^}' ., . 11 f d, i+ '/ + .. .• r ,,,..se.,, j,' nJ r ' ' 1 �' rl .1" '' ,, r' '1 'I■ it 4 r.r ,� , r y r:l!•rr rr,^t ty•"'' . t h'r,, ^ .7�,,. '' <'::. ,: i, ,y`• i.. y .ut ":, i . •L t f1 tl.!;;.;i:'::'4:':',::. , ` .. . . '; , 4 r .�11 es '•.14•a'" ,` •, i.,:?,':,; ` y 3) • I. `•1 ''',. ^',4,":;.` 3 1 Locatio:-. •f.terraces, deckt, 'shelters, r.., areas '. i •`'r,;-4;''f''� and co!'-',n•`..� o ' ' r +. b ,,! r. ;,y,!,..: ,,. ; '`:''/`' 4) Location, .typar,°1 size and species of existing and ?t: ,-'' proposed plant materials.. :,:::,L, . • `;' ;• #• The landscape plan shall 'include' a narrative which addresses• ' ' `{ , ` ``;:,:"..', ..'., 1) Soil condMtions �., p`, r 1 C 3 ,•. ' ,,.:7 .'': fi' 2) Erosion control sn®asur®s•thaC will "be used ':� ti : :.t , ' Sigo�,Drat�inc��, . w' ',' • , ■ . , '". , , it f' o1 •. , .4,a. ;{ " ; ; . Sign drawingsa shall. be ,submitted in accordance with Chapter a c� w p n r r',;:'.' ,i. 19.114 of the tCode 'aas part of Site Davelopment Review or { : ..` .•r prior to obtaining a Building Permit to construct the sign. [ 3 ",.> rtfi '' 8 z ,.''' � % C) ffic anaraatiron arstirsta C 3 S' air.' , . .�1•:�, 4' 1;;':``r ; '`'',' H) Prelimino artition or lot line ad ustdaaant ens ,� °� G`a1`�Y/ � ,f �:�' � � "' �-. �ar_'._- � aa.a.+ sm I�.�w�r�isJ��'y�� �q1;, t.+•+1 :i:"";;.'4.._ (No. of Copies ) ,.. ;', 1) The owner of they sub j aact parcel C 3 „ t7` 2) The owners authorized agent t [ J 1;, „.,G 1), inch north ;. .), ,,, :.' 3) .The map 1 scale, (20,50,100 or 200 f area= k !air`.' :,•' r•„ arrow and date Fr`7`F ":`' 4) Description of parcel location and boundaries C 3 tr' 5) Location, width and names of streets, easements and ,,`_ other public ways within and adjacent to the parcel [ 3 i 6) Location of all parmanont buildings on and Within :�.r:' 25 feet of all Property ;.,ry.,�•0:, .. 7) Location and width of all.l water courses ( 3 �,,,, tt 8) Location of any tetes with 6" or greater calipar at ' ',',..-;�. r� ,�, 4 foot above 'ground level [ 3 , i',, 9) All elopers greater' than 25% .[ 3 . , ,,, , " ,; r lO) Location' of existing utilities Laa�rd utility easements ' [ 3 " !.,4 11) For major land ear"tition which r ;� � � ,, ,, � ) ,� p ha crataettes an public street: -` `' a) The peopcsed right-of-way locaaton and width E 3 . , "._., b) A cad croma-' i;4ion of the proposed str+iat .;r; ,;.,,,;; ,,r f J7 Iy pl sir aanpy�, etitahve strip /e: 1 '. r/ f. ^,`,4,yr r.11,. 12) Any it`•�' 4 0,'d decd ' b d '; :,r, ) y Pp restrictions [ ' l3) Evidarace th.itt la partition will not preclude 1 efficient future land division whoeo ,aapplicaablq 1 . X) Subdivision Prelienir ear plat P'l aj and data► ahoa+�in (No. of i e Cop 1) ) ., Copes .. equaling 30,50,100 or 200 feet to than inch and limited to on phase oe chant ', p itv ,,;, 2) The proposed roam® of the subdivision t 3 _ %.', a 3) Vicinity map showing proparty"s relationship to , arto ial and coll.. C 3 rrr���p�ry actor sate®ors jr j r/'/ �' ;ii.. 4) Nam�s, aaddrassau and telaaphona numb®rs of the 'owner devoloper; originooei murvo er, dosi nor; at a' ?. cable rl s-'. 5) Date of appl meat ion ( 3 6 bou .�. ::.r , ar 1 nets of tract to b® subdivided C 7) Namos of aadjadant subdivision: or' names of recorded ::;I:i owners of adjoining parcels of unsubdividod land C 3 .. 8) �'tlntc�ur girtos r®lasted tr, aa► Cii�y--®stabl#.shad bench c, .-, y mark at 2—foot intoevi,ls for 0-10% ge dot greater than 10% C 3 „, . • -: ` APPLICATION i HECKLIST -' J 3 r „ s r , .M r w•t:. f , ti w . + ' '4. f.1 , a - k• + r . ' ryi', r .t r f 1 i . ,.1 y ! ,..rf n .a:r . ! - ^ ,= r Vt r 2.. 5 wci,. .V�+.♦�I 1)= °1 r.Y,h ff a'4•"r sr' p er r'•-,►t 5? ..,.• �i(c ,,',♦f r r ti)S.1 1 Y+ Y �•r 3�R• ..1..,t.Nv,,•�-v r, . � 5 r „ x i i, .F. ,,) f y T 1 +' '^174,'' - , ' { ; ,,°ra t• rf . -. .,y>r'l! , f 4 r •, t,t 5 , r ,P'S + S e.„ i.,, i''w vP r , r 4 tt b , k•1 r,1 n, , Y '',..!'„* *,•i,r [.,.1 .. a r. �'{I i{+5 it. l. " '• M + 6 4 ,r r .i';,..','''.. ..4',..-".., ' r , .r ° ui•).• f r,.�, «.°Y, y,, ..-. 1 t ,, tl p • r• r ,,„t A ,a I f! " i5 1' C, t A y ! f y r, 1 4 Y .) ' / {! • , •.•r r +. C', .4? lit. y a 'A . k w i fi.j,�a + • ' ' N e, ' ” ''' t r r' ) 4 , .%. v h' it .4 1 .;1.1. ,r r •• t o •t• • ..y:4,•.•.„..`•,;', ,u . r " + ' ' , .. .• '^rX' ){'..1 rii.k.�....Mfily•4...�Nr14,1.• .M•yw • ' r ♦ , , • •• r e N 4 u }:`,•I l i „I,1"fI 5 _ . ♦ , .,• � 01 14 '1.,'' ' , '`1 1 t INq.rA''.• r ",,siv Hw n":1/ / ' 9 `) a••t i•■►w Ar. q N•I••►.w,w r t, p ' . , A - nessan►srs M QAOt.° ak, 'a ■,'' ,, ti' j . ,rt , 7• r ;y ,.6# Mra.aR<67r QAIa1 r�JN t j „rs, !,:-..;,;,„•..,y,.,,,,,,„......:*,, ,,,,, .:': , '1r r ' KNOW Ar•L M MY max P'R13sY56V7'S,7hst...,..t W4S„Ae„WEST AND PATRICIA A. NEST, `'"., .,T- , y „t• r,i�,*,.'t,••:; � husband wife •:";,.„:". ./..:,'4,.';`+ ° '+, +,,"''',',+, '( bar dnmltee maned the Er.maor',Par this oonsideretian hereinafter Wend.to!grantor paid bt° ' D MIRAGE NANCY t a7 f '''..t."1-.; , y+ t° t} .. • •• .., ..,., .'.», ,hereinafter called f,J!' , 4 r 5 a y ' t et;emote.,q! honey dnantt bargain.+gall and=war unto the s ag drarl9er arecP or �antee'r Mn,euo xywuo and • '; ' r r= 'i aqe fa,that pertain read ptopartp,with Oho h'a�sdrtauoenta and afar that'sunto ba ar an. ry:, y' e'• t,' '..Z tl '� perl►arnin,6,situated in the County of Washington and State of Or.Jj s,deathbed es follows,to-wit: r. Vf f n r',• ' t i'� 6 1 t„ ,,�;. : '1:1•A A C cCt of lend in Section 14, Township 2 South, Rateipe 1 West of the Willamette , t v;, ; ` ., '' Ptaridiaa� Washington County, Oregon, described as follows: ''.•••••,,,.':;:,:..,4.,., IP �� ,, K ••...,•)t'" Beginning apt a point 30 rode south of the koc'tbeast corner of said Section 14; thence :,4 '' �,. fj;' r,:","{'';, Nast 53 1/3 rods to etateua; thence South i+�O rode to n stake; thence East 33 1/3 rods 't t /: to a stake; !hence tPtartla 60 rode to point of beginning, EXCEPTING T RIiM the !forth " ..`'.+ (, + .r, ,.I. i 36 rods conveyed to James re Brooke and Esaie N. Brooke in Deed book 224 ps:rr 45. ALSO ,'':' ..fr,, .-” 'r : EXCEPTING THEREFROM a Strip of land 15 feet vide off the East and,beretofore couvoyad y. • ' for a road to Adam Shaver in Deed book 71 page 305, ALSO EXCEPT te Nest 260 feet thereof. hfi Y r i • gw , .,• ri a t r A �.M !! 4•,, w! SUBJECT TO: t ,,- t rr 1.- i 5' . ..• 1 1 Statutory powers and assessments of Unified Sewerage Agency i ''.. .. , ' r Rights of the public in end to any portion of tlt�a herein described premises lying �/ .`ei k, , `' ` ,+, W.,;•• `` within the boundaries of roads or highways. ,. .• ” '•'.1 ,; D ...4'atomism,co nett r ewsowi ou on sensor t+eri 1•, :. •;''':',4F..`-.:'",a, {' tC to Oar*end to Hold the seam unto the and grantee end inan'ee'de holm,euanorasore end aaeifyne inrerae/ • �, ,, Y ti ; ;;.• ,. And and grander Mraby coven.nta to and with weld/retie•and a helve,mamma aesd abridsso that fr ',',. :,-:•.::'''',,,,,.. , °a.?, r..,'ys '- ',,,,t.,' S,'.`�.'♦ :•.., • drentor ill lewfully aired in Ian simpl.of the above granted svismiess.Ina Noss ell encumbrance, f'1 ' ., .�,:. • :'!"."1' r ,V',4.` aid<het • r I'1• ,*c,-::,:".,. ' , grantor Will warrant and daraver Adeosd t .toW praewsre and over t avail Orori th98'4 adda+tar,t eh'1�1'M c idsee a " Y'''',..',..','," L i .,;.:',;!';• r •,` 'r,r ,' ., ti . derr�nds al ell persons wht7tn ?seer, DTI thooa C ndia d ruder the above �. � ' ' s ,. r s.,, , '1't '.r'' T"ha true and eosini ocrnedarafk»l for this harslet,stated fat Asreas ad ,1s dl !3,f,00.00 S• � + s , °r t;' _ .,, ,,, ;,r: Rhein i. ;.. " '' 1 tM tOtRl�' "• ,r4,;;:,1 , '�" , )' �•4 oor araden f Indic a whitA4).0(1.eeiefsb�ror teeemeere rtt»eratast ta,ti aacd eta dd rbiere�d.tree n tae per) ' r e•"i t r r �.f! " °' ', in aonsauirtil this demi erad whim the setadu1 so 01egUa®s•!hi, a retuk &medal►tee►�urael i ' � .J; •"''''if ,,,;e:' .. ci or Beall LW implied to smelter the provisions lwveeu1 .qte llp .,:;.'c;-stead to ira0iraolerx's. t•• r�}� w1 �1 'r �''`r in Witness Whsrr ■f!s'granforr has this inetrsiamrsf J : Cb •!7 71 t O i i A•" „'7"•? .' it a corporate grantor,if his unwed its tram'lobe iJ and avail id bib ks o11ia vs maw.ky ' r r " or,d,,of i.y teased cl dinsctarr. j •, y, ro`+ .'..�.r't r,•t,/.r.w l'i1 r ty,, "/'.r,.�,,,5 tJr"'' �t ,1•�: :•0 � p " N••+••W iv d�e•wi►•w db + !,.; '.'01','•i' v.' "' . «y w+ •eN d ro 4g; .PATRZC A<1 C tST ',,'4. . rd t r,r..i a l .i..,;',,.',:!.,,,::,";°'';;',..,:';; iAt OP OR$OAi,Ceeeld.b J ei ` t. , si 3T Ole dt<BOgl►, ar r i• s ,r,j, t i. , ,,)CYto /R 4 �� ryir• fa i y . 1 ', i,. ... 2141w',.. /P' r le /7t rmead, M v t, ' 14s%issios)oissir sow* +' 'ti s :n + pararaali/�apldern Ad ?aired west met eai tits AP erbel+r Afd erg dbiei tie bonito b t11. r, tr :t . I sllsani Amid • . ,,, " wry ' Willie ..+ .West and_ a enf eA do lancer,hi Rib • /. ,t•1' +' ;' Pitrtcia A. I edt arriaard • . .•• a t end ecktewled'dsi tltir 4,4;,44▪ !seals;• wet Ali.errs.Beal erilhod es eAe iesanmeerad 14*o s y �r i ` ' x' '^ wen fm he a fmhiai ®!'/ •erod t�r �f KJd rs0 trD• •� HLj yt •j "' n,!'i`t..,'. t' r , aiimittesM* .' 4 tls die' i oso frl�e e� '�• n ' +. X ' a I,,.a ,.r (OFFICIAL F thaw red OW •eret ar Ae rrs v i rest eels IdSt s w ice•' r r';ii'''''' "` '` , edelr 1i0 / I e itI jf +. y Mr o twA D i+11 f� / i4 fi jt 1 ..j ",Z taflp�el me�e)t� ri �'1'it ,r5 k. _ ..'tii.i-WilLin A.,. JA�' ... .. ‘;E rryr 4 r�: q• re• '+ �♦ � 1 � y ,,„i4 y•. , "` �^ !.eil � 90 if�.esi�s.Ili:.__ .,.. .... iriAtai os rttiiiawtt '�'Fd6r `.1 3r,' ° H r�, 1 ..Tigar4 Oregara 9722_3 I • r"r•♦ �� y y ■'.� , fi ,5 �, Idl4vtmQ'e M,Aeee stile,beeely�p• + f�•• • ♦r 7!Case*IN inzwagain ` optgiaa i►ev�e � k Ato'1 rei,* f f,, y v � *L'.."' : t'-'- ‘',,;• , t: 'r.,r / � rte.. � q r,•�arnle �'t �°� i +°1id47� reeane..+e. degeo0ef11� � $+,i"'� � r, r "„ o wnec+e r�w71,- � �p�� A Ot 11ra�1{eq a�i a� r f '� d { 1 y � ►M ) r ttE�a12C Bon MR +I eRti ipMj aft dr. "'t a �itie Yes � $ f �' . ��' � 12012;'s.Vt.,c. _ � �, tai;.i �av . 7t� �"'�, .� �� ' r� ' ,"M 3 i- .. MAI�E4,llsulmea.4d + t Q� q,c.... . ,. ,.,�r l ,�� .:� elet+aeeis� �.a.w.-fir ..ti •'SFiM ",•. . "." ' • :" ,1•r . ' ,' stissuesieMipoiaimaisiSitiiiiveie,e4Lb bale er* : •y• i® Led ••�y ie.eeers• 'Qua'+' ,fe t r , r iiio 'o . * U&3 . �._...�. } y ',.;d , w': : .f4' as ¢i , elmeCe�rl1eiQDe l5i•/ 1 • !.�'1',I ,�„ ' :. •� , ass �j y r ;, i' ti-.,;..,-,i) i •", „,,',',-..;',.c..,,...,.;,.,1( fl,),./ rN 1.„, f,.I • ,4 I�r , t' ”,I • ,, . tr p�,C 1 +1 fr et }•� • , + �`, Mj�,F i" .+ ) , yy,, a r 3 , �`TI ;',,'4,-,:'' '''.4 t•'''..**-4..''', *,•1"4''''',.,[":"*"4:•,,L.'1,,4'...-.:•,:,.4•.,:,:,,...,:5?..1'... ',";.'„:.•,a,i,,,,,,;'i:‘'.•!%,t' o3, 4,. :,rmr-v,&,,,,,,,,....,,, '. ,•'. '+ ' % * ...I'd•'•:• .........».....: "` ••' 4 ,',::,,': ',.,`;;1:,:•;',..:::;..::',1.'...',,':i..`..:::?;:,...'.:,,• ',.!:;',.:',4.. ,...';',1.:',,,',..',Li,'''.4;,,.1 :' ::'t :'•1..'"," :7;;1,.. ' 1.,..g.i:•*** ; ' 0. • :., .. 1, •......•:,:.,4:if. .::: :. t,.. • . c . •,,....4;'..", ,„.1%'!;‘,,'. '.';' :;,;'.■';',;.;••• i.',.;t7..,';:,,. 1*`1%,:.:■:','":'i.:.,,t- i ,. .' i•t"*. ot. I,: , t..r.i.iir•'',.;',1,.:',':'' ::•,,,%:.!;''..''',':..',-;'',.;`,.';.''',. .“, "'' '''''''''''.:4'''' '.i 'Ali.'..;P)...11 ,t1 , I , f - ',,: ,2,!*•,'''''.. ,:•• :,;.;r.,.,..','. : ::......;.,,..:;i:::' ,:;;I:''' ,::..';•:"r''.::'r:'':4 ;,:''4ZA!4. ';*,,A4 f. cl.i• Omitii•70:4•i.:::".i . • : :• .. •• ... ..: •t• ,':• • . .' -•1- ,,,...,,,;,:'i...,..::. ,,.!,,,.:,, Tint INSURANCE COMPANY OE ORMON '':'1- ° :.,:,-;',.::'. -:.r..:*7.,',.1 . , .1:- 11•1111.10 MOMS UR 011.1.0111 ■•••■•••0 O ...... NM les.616.0WaSelnif NO Ilikedatil w•Ssiresis4 _ —---.........., . ,.•,,,,,. wswasser ass `93° • ' :•.';',: :1;i!..;',,:,i.;,..`.,LL':.,,.1.",Fi.;)':1;,:'...' .: '?: q'''''r',i.. ,,'i'.l'■;i t'''V'..!%:'nf': k' :;:)':':::';'''''':':::!'.;:::::.,,'''I:;::..,.:''''4 KNOW AU JINN ET THSSZ PIRMYRTS,riot--MS=,-1L. samos Aso GuAuariz A• ; , '. .“ b bond end wife ............. ....PRITOtOsi., Ste ,. ,.1,..%.. ..•,,i;;;', ,i.,,.,,.:...,,,';','„':‘,8;:.,;-i' !, ,:,"!..'!;;?,i..; .',T,?,;'.'it::',1:';4,R.. '1:. " 5Mt*"....-""*..coast Me grenter.k do acromilkoutimio hootoketwo owed.fro atalorlA'Paid b.? •horoinshos called • . • t4.-,,,,.".•.7, •',.',;•.''••,;;•••1:'i,:'„'''. ,,'•, ...''''41...,, ii.Y: '..r;':'''t..,..',,.::,,,''•:.,‘,X .....11a7.1114,81440..IWPC _._:_ _, _ ,....,,._.,_,I,ttei.,. istraman,end • ".•''''''''''' .'..;t'l.;'..- • ,..'.i.''.;:.:1".:.4.':1,•.--'.'It.: NW gimes"tkes hereby"W.kanieigs.int!mud calvier . I'M Mr",°"'"'"'''''''W=..........1".„,0,ap. . 1.';,',':;;1!..,'i..! :• ,..:4': -,'.-:•',',:;., ,,..,-k,: to wain*,dal certain moil Polsiortr.with the ionissento, Ad . :71 docrikair .,„taimpleinE; 44;' A portakins,aituslool in.,m)Com*oi .Weolaihri 4.1:`,•:•:`:',:,*;'•'' •-r'.::','.`....,•'4."...:''':','; . ,..;icv,..',,,....-L,:, ..:"',!.;.•;.(''..*!':..;•:c'.;,':;',' -,,.,'•,.:.': .!',':ii;',';,•*::':4:1?.;•'..';*:'° ,."••:;... ....'X'', -. froli A porava of that tract of lend in Section 1.41, Township 2 South guar) 1 Coot of . , ‘,',.,0'.'•::.,,,,-,, ,.,:;' , ,,.t..., the Willamette Meridian, '''''''''''i '•"',,,',,,';`;',;'..A...',„.,,,...r, 1q-,...,,..,,,,".;::;_ ty28, Ors roof vaibconweinstoye:countoth.4.Worilelsojanea deComeaporat ion r.)...;4',.%`, "..,;.,1,1.."-;),'$.;•1'...,.,,,...,.,..,",,,,,,,,. .,i ,,„.:.:,,..,,,,.., by deed as recorded at pa * 531 VoC°"1 ,, ,,,, i,„1„..•.,,,r .,;.;,,-7,,i',,,',':,,,,,',.!:■‘,,:1,..; rer.orchs, and lune particularly described " )9 21 begAuning at 4 point on th Zest lLn of 4' said section at a point which is South . . 1 feet from d Northeast corner of sold e e ,,,,,„. ;,,,,,., ;.. ...--,,. ,,,,,,,',,:,,,,,.,,,,•V section; • .;,.;,•::;..",•;'•:. yi.,),4.,,r;,;.`;,•:).'.•'",.:•:. - .i:*;•'..'''':;;;;.'". .;':'''.'.''.•.J,'.'',,,;*,•';',., ...•,...;'. .:-„",...'i;:''.i';'+;',""''',,Pli%%',.1t?;'''',,it thence trove the point of beginning W:hetne !:5,1:6;;;.2e::: et:o:101:1&!!el • :,.,, to the Neat line of said Section 295.2 feet; ‘,:;'..',•.;,,t, ..',,,":.',,,',;',',...,..'',.-, ,,,■'1,,4, . ,,,,. V.'i.:1.'•'''''....;'''',';''''1.. ,,,...,..,,,, 4,'.t:L:,, .■.1.'4'1 ,'',4,,4'4 f;.f,'' '.._■':, the east line of said section; thence worth &loos the Zest line of said Section 295.2 feet to the point of beginning. ,-.;',:."';,‘ ',,,::.."',.?,',..',',...•''..,',',.:*.,',;:iL:',1';:i';1".'LL•, :, • :',;;,;04%. ..":".',..,::',;,,;":',,i';!:";:':'•:;.'4',';',!,".;'''?', '"',:q?...' .'''.:,'e,,,'. ",•.;1:,':.1,',, ,`,;;L., ,4"L;.,;:.'s-,"4" i,',,',.,.",,-;.' ■,''4',.••• i i 1,',`,, . ••,;'•:'",?4., ,,',';-.1 .4',4'.'•':_•,''','',•••,'.., ,.'i,,,• .."4:.••■:,'":,;'''... 'f. ''S." .' l '4,;','''..' :,:.'':•:,17'..;'''' ' ,,,■'.,•%:;','' ,;.?'' ..1":'-,r'r :',:, , .')t I I WI 0102 teellio•Cresal,Coesistle elteCSernoen al Griftnig inal To Here and go Hold dm spasti itete Om aid Ogleate.wolf 0 ileil Ala*luocmcw", silli ausdnoinifeenveaaragas., ad r:,":;„, ,J,,,,,.:" .',,,!i,i,,,,,q•,.',..•'„•,.. And mid diltattif bombs,occommrsts to erost with odd dwiwWW Ind towsWeVadv enamiseares ,:,::,",, i,t;,,';..,:.•,;.,',',':,,,i.r.',',.■';'....',ii!.;,. ;'''.:, i „wow n hathao wand an amok of artw**we Ilimmted eavaghtis•if"a*" AVO '',.',,t,'■.;•..•*, •••*.zt,•'',:',',,S,:..'...:.%;,,,,;``',.',.",,,•.'',,,i,.•.:.'e,• li • .I.. ''''.,"..:'; ,','.'i: ':',..1,:'::;',,,.J owl dog .',4",;.,•.; •:,;•..,•'.-, ........ ,' , .- ,-.',....,..• • 11 ''.'''','T''•';' '.•:''••i•,,-,.;;;?;".;:`,,'::. '''',i,'.' •','!,i','.•,'''.,*.i.;'''',"":,':•;.• ,'.',...'-'.•4.4...!. ' I •,',--,-;'' :',"..•'.;.„".•,..,•r.„,•,':',,,-...".'•„.'.:4:'",..,', ',..-.„:`,I I . 1 . ,•'4 II ionnntar oiti Wairena.end tionnyin, &ha lb misi ownixis sad mvry_pen_enti_L_prommi,ieserfaliaottiromelewst d i*ihell deka', .".,;;',';r .-• ',;.!;,';,.,1"'`,`.,',',''...'"...-,'..,"1..1- ::',, .,- ,,,,,g eteenagth of all pawn whoospossmi,mess rw,ve R'1,"11."wbonis'.""7"'ef imitdrioar6g, . O(1.00 !..'4...''.:,.. :,..,•i....',, ..',,N, ,,,,.. oisith is The true and actual comnehdemmtimo postsIL kr Was Mender.noriad in •,■4:,4,‘,:'.°..,.'. y, :',,•,'''.i''.,, :4', ,V.:',''''.:;:4'.' ,• ''4. • StrwriontimplimattlignAttasm""m"rjefillimi ago IM161812=118161215"51.04041 tr a....-.... dadoo.ssuris to opilogt.ose 0E4 Kum) It' '.-,,..;,. •....,:4'',V i.i.i,'•'. indiwW4-------.-4)-kommummo—Atrareskie n •:,.; ':-.: ",',,*;*,,,•,,,,':,,'.i2n,,,''',':',:,,'.....'••..;,"!',n'...2.'',.:•• :, , corleidOrt4"e . . . . th,disslmaise arrasios Was ident)asa de dimagmaff24 In comb/44 ctsia deo,and!hare&too careasu •eat tmegsfri. i. , . b •' !.,„' :' I'''''' *.'' ' ..:' . ''....--''..,''' . chaiw.,0,..,,ft t„,/mom to saphe the pitinwitiorso how#v00 etratalltirritegti two& 9 77 „,,,,,, ' ':::'” "... •.''f ;tV:-'...:1"....:.';'" ; ''1,:' in whasta,Whernai‘ ,tho' grantor hol carevial Ihto immonoinorol deo/ tssinleo iv :•■•:4.•''..,' ' ':4,.,.''' ''';'.' " ' pperiprote itellOordi has cousal its mine io kw oidos#1 end.oomi mitimal lir OA;OfficenirtksiAii.e..,z?9 ,;,.. "4: '''4'!''':•"":1.?.;:.'7'f'''';',:''`'':::r'::! 11 Aal r4c911w o I it*&tam.t dvitono. . , . , '.„..,,-,•::,,,' ;...!;,...'.•''•..i...i..., ,‘.,'„,ri,,. ',,..,..,?,..,,..!.:'.r,,,...,:,.',..,.,,,....„....., ',,,,..,.,.,.•.,,.....,,.., li / . .,....Crici tit . , ,..,..,...!,,..,,:::;'.. : ..,:,...,,e,:,...,..:.,,.. pi 4.4.4.144 bv or argesionl, ).,..,,e6ee L., '.: ' . „..-I 6 lict, ,.',.',,••• , • .;:•,•'',.,";:..,''''•*''', •••'.: ''.''.,1;''•t•..Y'r'',,;1•..„"' ''''''... ?1:,•; "'"::•'',A,' au....novewill• ,•,';',/,,•,...': •:•••,•':,-.:„',..`,,,,,':,.•••'„,,.,*,,'.'il,',!,0„,,i.;,, ,•,"7.-.,•', 1 -- it. SNELTON . ,,.,.. • ■',A. ,.. !,;:',,,,,...,..,,,,``,..;`',.,'".,-':,,',.;;',. „.,`,:.',.:,. II , ,„ „ tr Art O oieSOOM IMAM of 001414240.Caw* IP of *,a% ' ... a ,.,,,••;','' ',,,,,..,'".,,,,. ... r ..,, ,, ,.,.:,.,.,a '4,‘4-,,-, ,.,,,.,,,,+,,,,,,',,,t.,,.. i; washLagt91 3, ..• Ii. Its — L b. .''' • :...,','...r-..--",' ••.-'';',.*,:. •1:-.1.. Posioner deduzsed . I '.1:K.:•",'. ..:',.'!:''•',''•.-.,'• ::',!',•','', .'t'''.:'..`"::••"'IV.,".L ',•'",•':,,,*;',":V,',.3'..• 1 11 Astrook 42,/,/,e244, / 'te {At.'1.44'kir eimo°6 ' ' ...,;.,,.,.;.'. .,,,c.'..,11••:•',',.,•.,.,,,,i ...- .,••.',,,,..;" .,•":„'•',"''.'.':,.*, .,•:'',"•';'..-.','"•'•,-i,,,,.. •, il " AI 6 do* e , • ,-",..;4•,•.,. :•;':.?1.''7.",:.•"+.4.:/ siasif Mr kintrb end an ins,isti Oa cottem telki fl ■*401..,,,.f Arsitrn intikal 7.,', :,.' ..;'..;‘c':,:::,'''''W:;.-.:';',":',.',';,,')'•:',/,:L,;',''t.',:''',' ■::,i;,.i: III Pai"116*°P.Eawd '. ifireilittei mai Mil,'mito km,a our 44 .,''', `'''!.,.:",,,,'",',•'. • Iogiaii..14..Sluiltiab...?.$ . mime" ,C,, *:'`',1,,4.. , '' •,:.';''j,'.;■ ';,;,'r; ,,'!,',,:t!, , .•::.-';:j4,V!'";!: ;:::.;' . 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'to*mos- 0,4 a,, , ,'. ,4'...,-..:-; ar:,-,4: '..',4 .'-: ,.1,. iti iiiiso toOanon 49- J, • ,r. ' NO OtioMmiiiisoi ormobeit i4.. . ••;,;•.,',: ' :•.',Sr:,:: ^. id. . '...••••: '.;.1::,,,:t.'•,.,!',1,`.;: , . .. ••• „• •,. •.,•+...'., !,i.• ..t.',•• ' ' -;. mi... mid )ti Pall "- " . 11.21 ,I- tholtioit . - 'L .,.c. .%.-:. ,..,„,..., —, ljt6„firj...:14,,,Otil... . ... .... • , intast- — itAi eisitoli i ,didde .if, A ' -..'.,-%"4: ..,..L.,..,-;.-.„--..,„- 9 ' '''' '.1 ''' :::',:':.. . 111N40.14 ___04.-912.2.3..—., _, es ;.,:'":,,... :'':-.. 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A'i,:::-.::; *1: 111: 1• olnli:tc.euriiiiiiiii: Cliiiiiki"17-:7 - ' i ' .„ tititgo ittP ii=itt iitui iispi iiittext— 7 .,, iii 1 -e 4"'R.. ,•%•,*..---''-ii• .„, , •,:,.• -. ..egaph jigg&ILY ' 62,4TIAM:,7.1,001;241,...e.irti■ WW1 itiolosisoi. oar. ottotwas o annatis .""' ', ,:'. • 'i"',,,,,:,-., - git,4. 1,:',7'•.4., .''':,',.'..'' r ! ::-. '!, • ..,.."*.., -•••,--.!, ; im a eis,ii iiiimagi ed in ez.t....i. ' iibms ea.,ts ihti isiemuve .,. .,.. _ 64,414 A 4;4' 0 ,,' ''.'„.,:', 3"':.,,,T.:. ;-'..t.",,;,';.'..,''',''•,.,'".,';;2'.";....4 Waitied 04:09#44JOfitY „ '" ` ' - ''4'-',:.,''.'r.'',,.'.','• ' ' ' ',•,, 150 NA AIL irrep-. ..' " ,_____.., ....._..., , ,,, , ,,„... :i..,';::•.',.:4;,.!" :' ?. 011 14 beilrOi 9.T, il1r-rA.23 -f, -- Mk IS 9 *ffril , a l'•,,' !•••,C.'fe,"'•••,;..; i,.<4 .•;,.1,.,.: ,*:,,,.:,"?'...i.:,,.. 4.7,,,.f:',1:',;:,iir",,,,,::,,,,,',,,,....,.,',1 ...„.1 ..,, , ..„9.," •.4". ,,...:". - ..,;'..:.•''.•":"... 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I" ' kt 's, • a• a r1 +1 ' , Y„ )-+`," h '4,„r f „ . C ^ r +' r r r.a r,t i, 1 x i r v jr, t4►,1;y.r. rMi't r Z,i,.t' +i;M ly d �F „+P•. .+. d ' 1 ,�i �> .ti nrwr ♦ , r r: 1 64" ' .t 0::':'..',',..,::',.':".4 .,.. i `' ' 1,s •'.r k. i,i t,;eth a w ,4,pt. ,F••,,ti 1 t ,J e'-^fir•,•'a Y.''41, c'r I ”,.3 Sa 'ft"1 7(4.r. -' *,i k,5p. ^lw� 1,:r . } !'} �••:4 Y., 1 w, ea r r {0P+"`;`'t,,"'.; r 4�t F , t rs t e f •.ti r 4`•'`';K �r, ',:.1•r 7{,"r",t 7 r '>..,' . '(C'•r :r+, :t�,4h i' ' .',`"K',� FrrY;., r:?,'F "w +GQ' t.an.f, . * XE r :r a e y ,�,�,t+,r r � {rr. ..l.'r + ,. k“ r ^*,v��.., 'r•,yn q 1, ;.,., „ `;•.•,4,r r'''.71!!''''''I`'.." , ,�"1+r _i•��`fy`.i 1.e l.rY. ' , r:1"k. ;.4"-?..077;7•t ' 1',�u s t• :!7",!,:;•!::-••„:',",, i �, F,'ri.t ; , t !, ' y:r +p.� ,;4 ',' '.P t .J”1;.' �.t,Yl.'• °•h`*�fy. V!”r,, fypr.7 N; �1!4� ,, w,, ;.tt �W:; •!„,y Y'• 'G J ', �u, •t E.':1„J h a i r+ :"'. lit' ';`,,:•.•'''.''''''•4 r "t if,x.+, . fi ,ND e . „t r. •+�, (; v •, x tt rrs A t , i rt .+ 5�' +r • y. r r ; y,. J at ,, a , t r'i WARRANTY DEED ' `', , ,., f �, ;; rY�„ �r 1 r;,v,r'iC ,f �,"`! rsi "J, , , , 'r.. r ',45.,.,..', ";. I:I}('AR E RdP'P'ET and CHAR LINE A. itlP'PET, husband and ysilr, x� ;"•' or ;i is Grantors, convey and warrant to UNIFIED SEWERAGE. AGENCY O1' f ` ,'; 4" `,`'"' WASHINGTON COUNTY, a municipal corporation, Grantee, the itol II inq described real property, free of encumbrances except as m t �, ,,, , t -'4 i ,r ' Ae r,r,, specifically sect forth heroine `' r w ; ' +r PARCEL Is ',r ,4 t er pt of the Northeast 1/4 of Section tion 14, Teronst 00 i' `• ) ' t ,,�" :` 2 South, Wong(' I West of the Wit 1 vrertte. sier:'laan« tta0tt- ,, ,: c,. a'' i , { ' en Huston e:oalrttx/, Orogen, dotbe,:rt ed as S,...11'.ws: �SQ"y�,Irns L " '” ' ' k t' + t` 4erl.,', ({!tt at d I,dint r)n the lia:st lire Iit Section 14, •�.iw s,)sp 2 r4•,f yt .a Y � ai a, ' rt.; South, Raro•;• 1 Wirst, Wiltamett.^ 9i r*dt4n, *$ashinai»girt .':';,"'f.-'4,;',:..: ..,,,i'',:.:,,,,:;:,. J t,,n + 4!, ' '+' yrY l:Ullfaty) (1rt!+It)nr t.. rods ic,tath :11 thin .aLlirCtte'.YSt S.'�►Dr-.er. - ;,!:4: ',.'''',:4:,:.;,:.':,,.,!..,':,.,!, .':. i' '' 1,: cif said sect1'r t thence Went parallel watts the Wirth it:4° e� � :' tl. r{ �� • ” � J ,rr "� +, ' , Ut sa.ald section 209 feet; thence North peraliel With •....• r ; , �;; k.i:it III of said sects 0n, 209 fits tten er rear! pa s 4 , T�1��� �Y `z x, �''i . 5 r ,,v 1,tr• "r'` < r: with the North line of 4414 sactIron 209 feats thence Sold.. `s'": #�{; '' !' ';�;. ,' siting the East i ire of maid section.ion, 209+ feet to tgo log x fir, , �•� �, ��e �:'.� •4 lirltf+h + 't t , ` of beginning. ', k' a � r *. 4r■ , 1 y 4t1.' /rvF fir t 1'' i•,t‘ r, , J t PARCEL 11 s .j' rr. � j. � r �'^t 4 fit part of the Northeast 1/4 of Section* 14 Toeenseti ' �' `,^ '.. \ 2 South, Ranger I Nest, Willamette Nisridisn, Isashiriet ;'y:` �_' ,tk• �'t,,,,,,,,,%.,,,,,!Y z'�`}, w County, os.�g�on, described se fellows* isa*�lseaei y et o :,,,:,,,',,,,'7.',,,l',.:,., t b ri ,„ o'.. "0' point on the East 1 i ra+a of $aact ton 34, teush fr .t 8aa�etlt, ' ' , ' er.f•" t J ; 'r •,/ ' Y Ranee i West, 6'li 1 lastm • Iloridien, Washinetcn C4�t nt's+tr e ,5+1 I 1 Oregon i b4 rods South of the Wo rtlae ast u vat.et' et sa►x4 a `: + P ':t; °,tY ' ,t; , Section: thence Worth 209 (set ale►�a the hest Biwa of 6'' k;.;-" •4 ': it 7, '' ' 44icc stu't ion to the tree plate of beeinn*iq! th ere H-•.�° , ,' �� North 4IOng the rmatt line. of nQi4 etio.etinn, 9k,� t a.r 'v' '/d ',r1 ' !hones.. nosit petalittl WIth this triton Ii+�rt ref laid wr!•ts��:� +. - .i.':',4;',',,-;4'."':...','',,' 't "' ,'. 41U fawbl W the lost i f he a'i iitn. Ti�sar4 .r,lr,., a1'* ...0 ..o.a ,;''%.,,,..,F treet 48i &Scrik ed in dead recorded Janus,/ 1:41. :a& i"� �i J I r•• r'''.:;,,,' i tilt i)0 i pails r2100 rcc dit of RO"Osrti�S0n cy.>o•",,AT. ,,ire v Ar'• Y r / �`", -,A .y� , *1 ; ; ' a# ;„l'...' ,� ' 28►:i73 foot along t�inntt East,he of Said rae h« U as .°. f a} �fr ik �' ; ', '` r ;".lire' tract as described In �e1 ravcur*9 retwOlowtt .2 11PL ' t ,ti." ,"'tJ,” In Uo)k 224 pogo 4'a, tSped re ttds, thence tet4 pkezall.• f rr r�" �" ,-+ etlth the Nlseth 1ln, 0 (Send section. 411 feet ttit the !':;',,,?.'.•-,,,::„' ', ; , ,$ these st Corn�O1' Of the 01P0Ort tract sae *tacrlbed ie► : dive « f, f recorded Nay 28 1944 in Mou 3 t ', `,, '' ,` Wighin+tton County, Orogen, tha'no ottn slurii ,ne ewes �. '',,!..,%,Y.:','.%'4 . t ;^ , ":...,:,,P4,:40!,,. :',,,,'*:', iitees 01 aea1d OlM:n trao.•t 2o91 (e.* t , chw feet *'e rw,O.be►P is t ,� V Y,Y thlt!"AteSf j t11elncd' I:aA1. a1+�aiy the north 1it0 C11 said 414 r. {`' r Ir d ;, + ',. Y kraut 3'09 foot CO tho 1� u a e see r''j rl 'ter o�ri+� �1/2tiCi �r �►'riibQll�i �'x � ;M " �■i 1 ' '',< 4.',y ( SUas%U C? 'CO MO EketPt i Nd i ,. ,d r' x ,y° � ,4 I. StattUtyry f firserel land si►as�ssstiectst a r'! .fit f s.:1 s�. .are , e : � 7 , ''f,!,..',. hcia+utyii ''�` t° • r 5.. .....,0:, •t t. d i i 't r. ,J 2. Fttf ¢l►sb Nis 11 f * - �, l Itl oolitic i a tea ae►q pa►e ices' b �, , � r •{� war ', a+r+: '�, • her ea i efla/+Clr l bad Ik1rCAIt dY�ti l l i�y sit�t t Os 4 rtI 1.'4.4.60>r#k e + " ,, )f rodeorh y „, G: L t ; . . la $42,060,00,the trite un d dct+ +ii coeseidtsr4tinn toil thee teetrioNer,► 4� v `w„: r ., �'vTI t� e �r ! ,u t y v- .a t, n�..r na i�,) I i 1 * , a li l y; "a 1 - iferritty irt !w1 o e � ,, + '6+ I� a oi,t, r,)Y 4 r::.;',';',.;;,.\'',"!:.„1-,''f:::,";, , f t . i,, z .�+'-'..►. , . .., . ,,' y• ' .{ V1,':'4'• .y k7. ► 1 r,Y�ti 5 ',". •r. 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' ., t , . -4 .•.i a Grantors, convey and warrant to UNIFIED SEWERAGE AG Y or 7 ? i%1,.'.' ', y';..,; WASHINGTON COUNTY, ai municipal corporation, Grantee, the follow �` �r.;r1i� Y ` Y , ing described real property, free of encumbrances except em tgj' ,.'° 1#i ,ie N p y t ,i :s np+;citical ly set forth hereiM r + , l,i y. '1 • • ' 'e PARCEL Is : :;:�°;. w'!��, ae pert of the Northeast 1/4 of Sect ion 14, Township 1 � � �:1�:�; >, ' 2i south, Range 1 West i f the W'i 11•srw'tto *'ridiart, 6t4a6',� l `� p .i...,-t';' ,i „!r'. lnyteyn t.'o*inty, elra�jl.r►, eisMb�;e jit.ve� du s�.l l�i+.as �sc'jsnn r�t , ,,r"eF `:, ,,�., '.. f �` ' ., ' at u t�aent 'r►► e.h& l:�oro11 line of h.o41ttwr. 14, Y%msh1N ;r` ;,� 'I r .'''I 7r';i',, ','.,''- M SSotithi Range $ W n t, Wi t l+a.i,ttr� �t'r i� Ph, `d./Yhen,j••,n . ,ti►r141 ' {- `. I,.r +x ,,,r a' ra *';' etjunt'/, Qt' 4am, l,I� rod` kiuth of the, ksrtOeAst, cv,rncr a ,{ , •,' :.` fl ,, 5 :• of :sold tit.+ct 1 erne j than!:': Neat parallel �r:th t;ar Nor to k i-Ar »' •, , r ; ',� ,' it said dtctian x14 feet; �feeri North par,ali�ti with ,� ,i,.;.,' 1 I ( J rr n ' >, .j„i, East llf;( of Laid sectltir+, 209 feet] ttenen Emst parch .li ' .. t '?r ,. ,-1 with the North line 1!t [1aid seetaon 2O'% fe.ct t ytmrtwe to; '�?�` 1,.,..:, ,,,,f4,,,.•xKa , . " �” r • along the East lino of said section, 209 feet to fife $or)irtr .,fir ti- ; . , ,,,,:,7,'.:'...», ,.,x{»r> t, , ,,; , `rxY.' 1, ` of beginning. -"i 4!";,,,".y,,,,.:4.,:,..".,':k �� ,..',":„;,;...,:',i7,',,,.:. r1. '` " r 7, ,� _ .,.• c , iy r +; »,r I,4 Iy'.,.• . . !•,. r. • PARCEL fit •'r '. :,, +`' fro—Bert of the Horthoait 1/4 of /section 14, Tnsrshil. + �' n� >, air;4',''..,:',,..4;',.'":,' l 2 SoUth, Range 1 Neat, Willamette /Mrri4lieen, braahin tram xis r, r y .Y ,;1 County; oration, e9ldsisrrilaasl as s<cal lcnc�r Mrrglnnlvq at la t. . . ',.?`' r r 1 r -,`:t• point on the goat lire of faction l 4. �anrrta►i>igl A £ a,h # Y4.2.. � ,,,;;; , ii+,» r'; Range 1 Watt, Willamette Meridian. ida+t+hiraq oia C` �ntyr ►t , a ,i ,,;;.r ,• !1�',Y' r a »j,;: ,, Oregon, 6 reds Socath of the Northeast corns/ of a4i4 ``' I `� '. ^`**w He±e`4 inn t her►eer dlarr h ,tiiS+ feet. e 1 rerwa ,this ICav,p 1 iear of • ; + • :.1 p ��', *told ,':1a'+t ion tri thrf true place of begbh611av9 the } r . y' ,, :: `bare`► �DionEl the, ita*t I it* rif Rued a# $611011. 'j°, "1, foto, `• .. '.. �f ' frll'lltL' i( Ift $Iat4lltfl w1tIe the lrI h line .of t.i4 *.*'t`"rte»• ! 4� 420 feet to the East �inv of tae' 1iija74 t 111got, 4i'I"' MQ.''�4 I,0 d s ,i,'4.1,� w, 7. ,' ?i� ,Y•` Q tract dt dasdcxlOrd in dr►ad re�+rrrdcr+9 .t unerr ?`J, ,b14b i'" r . I ;'" ." � �t�., 4� 7, `'y'�. `!sheik '4,05 i.a+lee 2lo# retlurde of L shir.gtaan Coat, r. r/r«'rasa c. ' ' 'y . 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Wirth line` of eesti Uie,1rY S'` :1,:),;', .',".,,,',,:.- 7, „ !`` tradt 201 feet CO thw `rhea i+imeo of tIO91nirsvi '” 5UhJICT to AND l XCrPrilbCi a YY,Y r , i ,, f y c „� #, •!i ti< „ti r+Yee f ''':;1"'.".''''t i e T *' 1 ��'r: �,,,, `" �•,,. i+r ySytsbtutQcy ivied end edso snot d� -f :' f►.r� 6..40.r. . „,.v.,,;•fl1l�► 1► a y! :11'1. 4 q ' ,Ir 2r itightii of the tidbit it in rind to Any putt ion e1 4# ;�8 f , + ' kite.”i H dllil•r i iuvd ile tiff's tllCl7► 1}1144 f15 i g1 ff(F1 i'it iavl1/,4`,1.!11 t i e r 1f.<, 1 r r ` �.• ,r ':: �' y r+,,'[ 'r of ro.s or hi:plte�i�e j0'M 1 :,"':',1,, 4' <u ' . � M1f• ` ' r',, X17Y f a . 111 r{:' 14.1.� ` ,1:0-..1'0 tei Ainf stem `oheitinrsit1d51 Eat the ik r eci�trl aetlw y /9 wi Y7 , IAA $92,o00.00. } ''» ,ey' • » +a . . t r r ff ', r CJ 'y i +p 4 Y•} { vy 5..1.. .ii, i r ‘....,',• ' •' A r r'r r„'` Yt Y ' r,•r T,' ,,,, i i b a 1 ,MT � ; 4,.1 Farren L� hood 1 ( ri` 1 a {O , 1 ''1 ' '”, 3 '» 1:4 sea , .., '1 ; ' ,t". ::r.',� :.Y q# .q,:� . r yy . • " 4. +_BJ J• i. 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''..;,''''''"'" •)I.• I 1 '•''..",•.,••:.,) of ,••.'., ' • .; .''''''•'•": %.',4.',...'.',' ' :`'•;', , . , . . 1 r .......,„ .. ,.. .:,,,,., ,.„.„..,...,..,.. , , , ... , .,..... ,... . ,,. ..,„ 1,,,,,, ,..... „,..,.„..,. . , ,„:„....,,,,p., „:„;„.,„ ., „,.,,,„.,.,,,,,, , ......:,,i. ...... . , ,,„.. .... ....,,,,,. ,..., ,,,,,,„,. .. ,,,,„ ..„,.:...t......: ..„......„ ., ,...,,.„. ,..,,,....,.,,,:„.„,,,,. , , ,,......: „ .„.,, .. .,... 7339 ,,,,, ...,, ,,.......•-',...._,..,: ',;,' ,' '1::.i,.".■:,l''';''1:,''''''.i ' 1, Until a change is requested, all tax statements are to •:',.',....':,-.`7,'; ....,,, ., , ;. ..,,•`.,....q-.,: be sent to the following address: t.e ,'''.. ......i..,.., .',;:: '.,,!,:..';;''.,,,,,!, „...,,,, ,I , l'• ., ' I ., q" ,t“.:'',:"•. ',:• ':,:':',;!■k#''''••• .;•p.'"‘',''. 150 U. ,Firs%!, St. 1 , Ili 1 leborcatAre :m29712 3 •i#: • •„,,,, i'S•,*`.•„!,;*,•,'," '•#:,Y ''''#q*,'=. • ).!..4':,''*' ''•' :# .0 . Dated this 28th day of March ,o 1977. .—........— ...... ),,i-,,',..;,;„".K...:.:, ,.......,,,:,,,.,,,,,..?„..,,,,;,...., ; to.'t !!'•:,./,",.' • '' '... , # I. :,,:•',1•., ,7 r ..:',, .I ,,,1,,4,,,,,'• • , ' ,.'. '. ..". '''',-, toartjliti,-ki07ei ' -.--`.-- - - 1' ' '', ,1• li.',,..-.'..:, , ,,,... • ,7,, ” ...: . 1$ .,1 '•.ii':,.., ,4*!.....','“".";".•, '''••*.i.!..,',' '` " ..-,';„,... .,:; ,.;',-,n. .,.:•. '“,',.'-,.• '.• ,..: '''.v..''''k'. Clierl I tha.. A-#701141.**t '•:.,'"#,''''.•':;".' ".”..'',.•••,,, •;' ,42,• "•,' ..,,",..4‘ ."'" •*.* •■•••"•,1 1#• '.•,#,-.f:'4 '',:,=,, 4 ,;„'' ' . .1 1,11f'tql ' • '',", .■•''',t..'' ' STATE OF OACCOU I ', ,•,...t , ,. I ss. Cotinty of Warshington 1 ..,, .41,,:.;„„,.. ,,,.,-,.. 4 ,.."1.,•'. 4,4:„. '• '1',1,• ..;',::;'''',' •'f'' . • "'"0", '' .';•.`1";• ;• '. ,„ . ''''''•' '„" ."' ' . ifk.' ' •',, .-E4i.t.rth.at-........ ..........., 1977. , , ,,'' 1,,,.::,:!;: ,',"•,; :,' ,:t...,,,,! ..;:.'''. '... ,,) , . ,...;,-„ ,• .,•:,!'. (..'..*,48 !‘;,!. ',.%,/ - ,.,,'i-,,,, :. Personally appeared the above owned COGAN lt, ntprri and .,1,", '.••I'''''' A • '''n''''',••:'','4•••■:,',‘■•.. •'''4....'•I .1-I'A.',• ' ' ,',•:,'."''r A,,; CHAALINE Ao MOPE husband and wile, and ocknoviedqed tli. going instrUovnt to be thole .•4',.'.,"•.•,'.,...,',','•..'^.,.,t',.,.'.•.:''- =,•',;,,:%",i.i,.,.,-:,-.".'„...;,•",...•,,;,,'' ..:.,,, .,1,-,.,.,,,,..,,,.1...,..':-. ' . l tfo.t.v.•o:riy lm .i.itfafzry le c *nd wd4eem, t ,i: •. ', , #„ #1 # . fierOl . 4rt.a el.4100 ic or reo II ' :'-,`.•■, • ,0.” :,' ,, ,: „, '.' '' ...., '.' ""', •"" e:4,/,„,:,,'.':'„'.-,.'''t'...'.'”',' ':•*'''.'..■?'".',.,.'.,''','^'.,'.,Y..,,-4"t, .!:',.•.„^.': ).' ' 0 10101 tifttit.01 TA I .,. . ?: .0 • , .•,, I .,',•,' •: • ,•' ''■••' i ''A. '' !'o'' ••1'., '41 ,■ • ,'■''',I 1*4 i,,t • ,:••■".,'• 7.-1,.. ••4!.". 1/''•'•■■''. •,,•',.•'':, '' '' . 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' ' .;‘, . ,•... • . :,,...:,..., , .: ,.., 4,"..t,"7, ,,..:,.,.-' : . ,.*"1..:',,,,t.•"....':„,.',?';,''..t, i,...'11.1';;;•`::, ,,,),. .I..1 '''''.'.:...' ,..',... `,,..-:,-,,..,,,.-'''''•:',......,:'4,....,....:[,,,,,,,....,.... .......2'.. .,.' ,,,. '....'..•,,-,-....,, .,", ',,I,...;;;;:',4,:,,t,,,,,,,,,4,,,,,,.•L.11„,,,,,,...„,,,,Lo.. • ' a.e....L.......4.1,,,t,'‘',,,,,,,..,,I4.4.........,.......6......4..44,,... . -,r ',..,,.,, ...0,„,,, ,..,,,,,,„..„.„,i, ,,,,,,,r .,„„,,,,,..,.... .4„,, ,”,4 „.,•0,. •''''..''..".." •.'." . .. •,, .,k.,, . . , '',..4 fi•'^':''' •'. It ' is r . • . ,.‘liortirgirtkIt't '''''' # , • . "...%, ,>,''', .,, "'. It # " ni ..„.,:;.:. , .1 , t t' ...i..,.,. t'4'. • ;'," . .II ,, '' 1 ,'', ;,,o',."' 'I t;',,t, .,",t 1, I.t''''' , f '.''t't",','■ *.,■ ,. . Y'rt:!.... "t* . . • , n , 4.. 1 .,,.. , ....... .,„ , ..„ ..... ...,,......., , :,.,..: .,,,. .. „. ,,......, ,,c, , .. .. . .,, ..o.,..,..,..„. ,,, . . :.■'..! ...:...,'.' 'r,',:1,'...\• '.' 1', :■':,* UNIFIED SEWERAGE Aael\ICY ,..,. „, OF ,:.,..9.... :,.. ,,,,...,...,,,,,:,',.',„‘ .... , - ! .....-,....,, ,. :,. ......, ...,,, WASHINGTON COUNTY , "1'1.),'■'.' ''A ,,,,,, :. 0 "1' !...,. '1,,s■'.0',..; ,..,,,:. .•,..,.':',1, r v NI ,',.,,'•,.:.''',,,,:....„,?+:•. DURHAM AWWTP .., ....,,,, NEW HEAL)WORKS BUILDING '....... ... , . , ,., . . f • ,, I .,a''•'',. „ CONDITIONAL USE PERMIT ,,c;, .,.., .... -....' . Zr.F .., '"," ''.'■•::',',.. • '•","‘t:t''..... ;""'‘,1 VT"i:".....",,r,,. " • r"..",,,,•:‘,'„..,...".'",;." . ..,•, . .. ''''',,',.•'t,'','./.".„ 1 l'',4''''''..• q.t.''t.t.ik •••I, 4 II 1. " 4 4... • 4'4 . •,,''' , 1 , ■ 4,.. JUNE 14, 1988 • . . ol.;:'■ Uil t . • : , .,,..: , . . .,.. , . 0 , ... , „, ''..i •''..4-”."). , . • , . ,, ■ . . ' 0 ' 1 '.`"4 t•'" . ■ ...• .. i e, * .i ''.."''' .'', ",," .,,, ' .• ' ;"'''. • '"'".r '''.'“' .'"•,''''''" ' ,.;''"" r ,* . f'. "..,'"' ''t '''' ' ■": "‘.; .•4','' " '4" ...A"'',1''' 't 'r'''''4''tt '".' , t■;" "2. "I' 1 t: '.. ;,,•', :t >.r•.},': 4 t r„ y,.2 p 1 yt ','' 4, �' f t ,. i . I,I ;.' Ir. -1.1F •-',.'',•- x,. 's ,.,,,. • ., ix. r.�. •f t•• ,v` Yr ..X t,,.. '•n' `,i. 0. ..r�,. .1 •} ., r... .,i �.,,o.,... ' '!-s' k . ,'.! .... .. }�„�, '-h' 7%'�' s$� '•� 't, '1 :r: L }. 'i..w w+ • 4' :>':: } UNIFIED SEWERAGE AGENCY `I •I'` '. �, ;'' Ct NfITIGNAL USE PERMIT y!'•• `` `,. SUPPLEMENTAL IN 'ORMATION ', 4'f+.. ,._�.:<. JUNE 14, 1988• t' i.'s 'y• ,• • ' 1. .f; r • , Y,,..: SITE CONDITIONS ',',, '"'` 1. A vicinity map, showing streets and access points, pedestrian and bicycle ;.• ,i ": pathways, transit stops and utility locations; t,,,,.,.., 3" ,. ... A vicinity map is provided on Sheet 1 of the drawings. Existing access points 4ri `y r`}.7...,4• along 85th Avenue are identified on Sheets 2, 3 & 4. Pedestrian and bicycle '; '`; pathways along Durham Rd. are identified on Sheet 2. No transit stops are known s� I±; ,' •,�1.''r to exist along Durham Rd or 85th Avenue.•;; , g 8 Existing utilities currently identified , ;,,:, ''',?:M1' are shown on Sheets 2, 3, & 4. ;;'f' ;"'„ ',.`,., 2. The site size and its dimensions w ' : ::G The site to impacted by this project is shown on Sheet 3. Assessor ittaps identify the parcel under three tax lot numbers as follows: '�� •`!.• ._ 'T2S R1W 14A 1101 4'® a T2S R1W 14A 1103 " '; ' ':• . T2S R1W 14A 1200 x; `o'` Physical dimensions of the site are approximately 603 feet by 683 feet. Total '_' ,e acreage is approximately 9.5. ;� 1 co ti 3. Contour lines at 2-foot intervals for grades 0-10% and less and 5-foot intervals r;fi for grades over 10 percent; .: 0 ' Contour lines at 1-foot intervals are shown on the site drawing at the subject :I, property and on adjacent lands. The general topography of the site is gently sloping from west to east toward 85th Avenue, Elevations are based on U,S,G,S, datum, Y f, ix y. . , `, 4•l,, I a ,t"" • f ,. I ,,,'a ' s, q- }r M,4 : . '.-tsix , „ t, j',f I,,~,., a, ....,v.a ,a f %f. ,.. ...=',:v, '•4 r,'•.... •i, i ,t ., fy'•, � :.. ,,.,, as t, F 4• The general location of drainage patterns; ,',.. .1„,. �,': ?t ' ;} "` ° No well defined drainage exists on the site Surface drainage follows topography 1 ;`:`" I c r , ` in a west to east direction. At 85th Avenue, drainage from the subject property s; �'•',' ' s,. travels south to the Fanno Creek drainage area. , 5. The general location of natural hazard areas including; ,� t t.,r•,. •!` (A) Floodplarn areas (100-year floodplain and flooding); , '_:a *,,:,,.:' ' ;. ' ,:,:�:. The subject property is not located within the Tualatin River floodplain area. :.' • `'.;� The identified floodplain elevation of 125.0 is shown on Sheet a. ',.. ;'..."„', (B) Slopes in excess of 25%, ' . , The subject property does not have slopes in excess of 25% The predominate '`Y`” slopes on the subject property are less than 4 percent .',, «, .f ,, , (C) Unstable ground (areas subject to slumping, earth slides or movement), ,;�..' �_,. ..i? " •�' ilk •I •';,'., 'r` No unstable ground conditions have been identified on the site A copy of ;,'„ . " the soils report for this project is included in Appendix A. , b awl :..�• ,(D) Areas having a high seasonal water' table within 0.24 !itches o f the stir face ,,,,, ''i?tr . r for three or more weeks of the year; . "' ' !A r s i ,' , No areas of high seasonal water table have been identified on the site A '` 1„ v , R copy of the soils report for this project is included in Appendix A. ' • M • (E) Areas having a severe soil erosion potential; I `I i" ( No areas of severe soil erosion have been identified on the sites A copy of - 1 the soils report for this project is included in Appendix A. Zl�) ,k I y. ', t 1 Y'1`•' 1,•iJ 'F , .v f �[ .. +'�'i'..r' 4.', ,,, ,\'� 6,� 1 .t r1.\•;;u.4..A` .- h, s- .1, , ,'v.l. l i'' y'" t°,.k (r1' ':� ,, ,"i a',' z `s 0( F) Areas having severe weak foundation soils; ` ,•;� ,, :: , 4 No areas having severe weak foundation soils have been identified on thy;, site. ,. 4..7... A copy of the soils report for this project is included in Appendix A. , ,},, '�` , . r ul, 1{N, y ' (r '''1 6. The general location of natural resource areas as shown on the Comprehensive Plait ', "''' ,' Y,,�(," :'' map inveartory data: ,. � 1'� ;F�,'`:,•"fin±;?rj ,n, r;+l�,n :, . No known natural resource areas such as wildlife habitats or wetlands exist on the ,.-fi•,.'' '`a , ;.:•' I subject p,.operty. Drainageways and wetlands existing south of the subject property ,, h.k`'`;`'a will not be impact; >y this project. %.Yr: �; ‘-,L,, : 7. The general location of site features inc(utling: . , l' '' ,h (A) Rock outcroppings; +,� ' ,, , 14 r., No rock outcroppings were identified on the subject property. A copy Of the ffir 1;;, y:`{ `?is :fr+ �"• soils report for this project is included in Appendix A. ,; 11 ' (B) with 6" caliper or g reater measuring 4 feet f rom grod� d level: . } A1.,• ." All trees on the subject property with 6-inch caliper or greater are identified sP \ on Sheet 3• Clearing and grubbing limits for the proposed improvements are ,,, .,.:1 , . °+ . : shown on Sheet 3 and Sheet 7 Clearing and grubbing limits have been held , ,. ' °.h. to a minimum, while permitting sufficient area for construction of the j+ itr improvements: .. s;;.' t.7 ' Y A'Y E a, .,,,': tto The followi )• r - 14" pear; 1 - 10" apple; 1 - 12" apple; I - 14'J apple; 2 - 16" apple; 1 - 22" apple; 3 - 24" apple; 1 - 28" apple; 2 - t1" fir; 1 - 10" fir; 1 - 6" pine; 3 - 8" p: pine; 2 - 10" pine; 3 - 12" pine; 1 - 14" pine; 3 - 16" pine. 85th Avenue, R . W„ I - 24" ash, I - 26" ash; 1 - 24" maple; 1 - 36" maple, 5, ' 1 - 12" spruce. +': . , Tree removal will be mitigated by planting of trees on the subject property i' • during clean-up and restoration of the site .'�; 8. The location of existing structures on the site and proposed use of those • i: structures. 4 IM ' Existing structures on the subject property are identified on Sheet 3. Those structures to be demolished and removed are identified on Sheet 7. ,) i• 9. The location and type of noise sources on the site or on adjoining property such J 1,4.' as traffic ways, mechanical equipment or noise producing land uses; The existing Durham Advanced Wastewater Treatment Plant (Durham AWWTP) is a ''',•. located to the east of the subject property. Noise sources at the Durham AWWTP ..' ' are limited, The High School athletic field is located to the west of the subject • IIP . .`, property. To fi„-te north, light industrial activities are being conducted. The lands lying south of the subject property are currently undeveloped, r It1 'YU.t 1: , •proposed improvements Will be controlled to no more than 85 Noise levels at the p dBA inside the building and 65 dBA outside the building a � The new headworks facility will be heated and ventilated to provide a safe working • environment. The screenings room and dumpster room are classified as Class I Division 1 and will kept slight negative p ,. ill be ke t under a sli ht ne�alive pressure, All equipment located . ai in these rooms will be of explosion proof construction. The balance of the facility 0 will be kept under` a slight positive pressures 1 . II I -4- 1 r t , 'q: 1 . ' The ventilation approach is to provide fresh outside air to the relatively clean areas and then transfer this air through succeeding dirtier rooms until it is finally exhausted through the odor control tower. Design air change rates and room temperatures are shown in Table 1. HVAC - equipment is listed in Table 2. TABLE 1 4 HEATING, VENTILATING AND AIR CONDITIONING DESIGN CRITERIA Min/Max Air Changes Roou T to °E1 'fir chit C,FM Screen 50/90 10 12500 Dumpster 50/90 20 12500 Grit Pumping 60/90 6 2400 Compressor 60/90 2-3 1200 70 90 2'-3 1000 MCC/Control / , Restroom 70/90 2.3 200 a TABLE 2 F HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT • EQUIDment No: Descriotion, Q. F100 Grit pumping room supply fan, 2400 cfm HTR101 Grit pumping room duct furnace, 160 MBH + Compressor room supply fan, 1200 cfm . Flo UH 103 Compressor room unit heating, 70 MBE[ ca F104 Screen room transfer fan, 3000 cfm m 0 AHU105 Screen room air handling unit, cfm 390 MBH , � 8900 c • F106 Dumpster room transfer fan, 12500 cfm 'e's F107 MCC .• 8 MCC uni supply e an, 1000 cf�ri ,, UH 10 electric unit heater, 3 KW UH110 ' Restroom unit heater, 1000 'W ' r ' 4.. P The odor control unit is a high pressure, mist type unit having a 10 second detention for odorous gases from the screening area, grit channels and influent and effluent boxes. .' Odors will be oxidized with sodium hypochlorite under a pH adjusted environment using sodium hydroxide. The exhaust air from the odor control unit will pass through a mist :` eliminator and exhaust from the roof of the new headworks facility. Sodium hypochiorite and sodium hydroxide will be stored in 1500 gallon and 500 gallon storage tanks, respectively, with vent and fill lines on the cast face of the headworks building. , Manually set, piston-diaphragm pumps will meter chemical flow to the odor control unit. B. SITE PLAN ' 1. The proposed site and surrounding properties; ± The proposed site is identified on Shut 3 together with surrounding properties. ,: ,' Improvements to the subject property are identified on Sheet 7. 2. Contour intervals; tr See previous response, item A.(3) New contours are shown on Sheet 7. , 3. The location. dimensions and names of all: a. Existing Streets; ":-. Existing streets in the area of subject property are shown on the Vicinity Map on Sheet L The subject property faces the 30 foot dedicated right-of. ' way of 85th Avenue. Sheet 3 indicates current existing street conditions along the easterly boundary of the subject property, 0 .. r. Proposed rop sees str e ets, 0 . As part of this project, additional right-of-way will be dedicated to 85th . Avenue. An additional 30 feet will be dedicated along the east side of 85th i Avenue and an additional 10 feet will be dedicated alon g the west side of 85th -6- . I 1F. Avenue. The total dedicated width of 85th Avenue, to the south end of the f subject property, will be 70 feet. : ti... ; Improvements will be made to the curb line along the cast side of 85th Avenue . north of the subject property. The existing access to the Durham AWWTP will be modified to a right angle entry. Across the east boundary of the ` i subject property, 85th Avenue will be improved to 34 feet in width with curb and gutter on both sides. At the south ertd of 85th Avenue, the full width ,e',•r; improvements will be stopped at the new plant access road to avoid damage to existing trees in the right-of-way at the southeast corner of the subject site. Pavement will be extended southerly to tie in current driveways of properties owned by John and Sally Thomas. • `` vt,r4'. 4. The location and dimension of: A. The entrances and exits on the site A narrow gravel drive entry currently exists to the subject property which will be abandoned as part of the improvements being proposed. The proposed n - ee r headworks building will have two 30 foot paved entry ways to 85th Avenue as shown on Sheet 7: The northerly entry will be located approximately 120 feet south of the north property line. The southerly entry is located . ri ,''::•4 : , approximately 225 feet south of the northerly entry. A new 30 foot primary access to the existing Durham AWWTP will be constructed at the southerly end ''I , 1 ' ' of the improved 85th Avenue: The existing entry way to the Durham AWWTP to the north of the subject property will be modified as shown on Sheet 7 as part of this project. ,, . ,• tm. (B) The parking and circulation areas; ' .�. Employees of the Durham AWWTP currently utilize parking facilities across ;; 85th Avenue in front of the administration building. Id`o new employees are - -I anticipated to be hired as the result of this project. For those periods of• time when operators are present at the proposed headworks building, a total of 7 parking spaces arc available. Parking g spaces arc shown on Sheet ?`: Five , . I -7- , spaces are provided at the westerly (lower) side of the building, and two spaces are provided in the easterly (upper) side of the building. The majority Y of activity at the headworks building occurs at the lower level (C) Loading and services areas: '' The. proposed headworks building will contain clamber sc screens which separate , ' :« materials from the sewage which cannot be treated in the AWWTP process. Grit materials will also be separated from the sewage at the proposed headworks building. Screenings and grit will be deposited in dumpsters that will be hauled to a landfill for ultimate disposaL The dumpsters are located at the lower floor level. Approximately 3 dumpsters per week will be hauled from .' . the headworks to a landfill. The service area to the proposed headworks building was generally described in Item 4. (B). The MCC/Control room, compressors, odor control equipment, ` dumpsters and pumps are all located at tl,e lower level. Bar screens and grit washers are located at the upper level. Operators attending this facility will generally enter at the lower level (east side) and walk up the interior stairway to attend the upper level equipment. h 1 (D) Pedestrian and bicycle circulation, if applicable; No pedestrian or bicycle circulation. facilities currently exist along 85th Avenue. As part of this project an 8 foot wide sidewalk will be constructed existin the from a:minis <. �. g ,, . tration building to 85th Avenue, north on 85th ;... Avenue, and then westerly to the proposed facility. The new sidewalk will �, �- permit operators to make routine visits to the new facility on foot. , g I (E) Outdoor common areas; if applicable; CD No outdoor common areas, in addition to those alread y existing, are - proposed in this project: '� I ; r Y' 1 (F) Above ground utilities; RN Potable water - new 2-inch connection to existing 8-inch waterline in 85th Avenue. Backflow prevention device to be installed in accordanice • , � with Utility Standards. (Underground installation) Ng Non-potable water - new 4-inch chlorinated effluent pipeline to be • • constructed from east side of 85th Avenue to the new facilities. Landscaping and orchard area to be irrigated with treated effluent. `',. (Underground installation) Natural gas - new 1-inch service to be installed to headworks building from existing g xistin of natural as main on the cast side of 85th Avenue. • (Underground installation) • F Alum and polymer - new pipelines for alum and polymer feeds to the sanitary sewage will be constructed from the east side of 85th Avenue to the new facilities. (Underground installation) • Electrical power and communication - electrical service and communication facilities will be extended underground from the existing ' i ` AWWTP, on the east side of 85th Avenue to the facilities at the Durham AV�'W'I' ,ati new facilities. The existing overhead power lines along 85th Avenue will n. • t : r, be moved to the east to permit construction of roadway improvements. (, D 6. The location, dimension and setback distances of all: (A) Existing structures, improvements and utilities which are; I (r) Located within 25 feet of the site and are on adjoining property; Existing structures on site and on adjoining property are shown on r Sheets 2, 3, and 4, All structures located within 25 feet of the subject property are setback greater than 75 feet front centerline of the new 85th Avenue improvements. -9- t =M ' , r (ii) To remain on site; li The only existing structure to remain on site is a small loafing shed ; located in the south central portion of the property. f (B) Proposed structures, improvements and utilities on the site • 4. • The proposed facilities are shown on Sheet 7. All new structures will be • , set back a minimum of 75 feet from centerline of the new 85th Avenue improvements. • . • . 7. The location of areas to be landscaped; Areas to be landscaped include the property within the new fence west of 85th • Avenue and the property adjacent to the new fence. • Construction of the 42" FM located on the east side of 85th Avenue and south of • •• the subject property will also incorporate landscaping restoration. • . '; • ' Landscape features include low growth ground cover, deciduous and evergreen trees ' ` and grass planting. A proposed landscaping plan for the new facilities is shown elsewhere in this document. d. 4. -"' A planting schedule is identified on Sheet 7, All landscaping within the fenced area will be irrigated b ated underground r g y sprinklers using non potable water from the Durham AWWTP. Areas outside the fencing are irrigated in conjunction with the existing land application system using non-potable water from the Durham AWWTP. M . �1, � ,.. 8. The locations of proposed utility lines; an Proposed futility lines to be constructed as part of this project within the 85th ,... g y .p . . p Avenue right-of-way of-wa are shown on Sheets 6, 7, and $, Pipelines and improvements au constructed outside the 85th Avenue right-of-way are also shown on the accompanying plans. Existing site utilities are shown on Sheets 2, 3, 4 and 5. , Y • . 1. ' tf� x ,h• 9. The location of mailboxes; No mailboxes will be installed or relocated as part of this project. ., 10. The location o f all structures and their orientation; y.I The location and orientation of all structures are shown on Sheet 7. Structures are aligned with existing facilities on the east side of 85th Avenue. • 11. The location and type of outdoor lighting considering crime prevention techniques: , VI Outdoor lighting, similar to that existing at the Durham AW o'a'r, will be continued on the subject property. proposed outdoor lighting p lan has been incorporated 1 with the landscaping plan shown elsewhere in this document. r C. GRADING PLAN 1. The site development plan shall include a grading plan at the same scale as the ; site analysis drawings and shall contain the following information: y ' a. Requirements in Sections 18.130.080 and 18.130.090 of this Chapter; ` Requirements as set forth in the above paragraphs are described. in the previous text. b. The location and extent to which grading will take place indicating general contour lures, slope ratios and slope stabilization proposals. V,q,+..,1. Location and extent of grading to be included in this project is identified on Sheets 6 and 7. In those areas where the slope of the final surface is 2 ,,,, horizontal to 1 vertical or greater, the slope will be protected from erosion 0 with a biaxially oriented net while grass surfacing becomes established. ' w • } • ......• YM Q. c. A statement from a registered engineer supported by factual data substantiating the validity of the slope stabilization proposals; and that all problems will be mitigated and how they will be mitigated. y' A copy of the soils report for this project is included in Appendix A. D. ARCHITECTURAL DRAWINGS t { •,. 1. The square footage of all structures proposed for use on-site; The facility to be constructed in this project is a new headworks facility to remove 4b�r',, screenable waste and grit from the sewage prior to treatment at the existing treatment plant. The majority of the structure will be located below ground. That . portion above ground will contain mechanical, electrical and, control equipment: Appendix B contains preliminary floor plans of the new headworks building. 2. Preliminary elevation drawings of each structure; Preliminary elevations of the new headworks building are included in Appendix C. The exposed structure will be constructed from cast-in-place concrete or precast I concrete tilt-up panels. The structure will depart from the architectural concept used on the existing treatment plant and will be similar in appearance to the commercial/industrial structures located north of"the subject property. B. LANDSCAPING PLAN 1. The general location of fences, buffers and screenings: 0 The proposed location + ; on of facilities is shown on Sheet 7. Security fences will be g fencing as shown. proposed headworks structure will be � The ct added to the existing located over 200 feet south of existing structures located on the property to the 1 h : north of the subject property, and 450 feet north of existing structures located on the property to the south of the subject property. The proposed structure will be located nearly 400 feet east of the high school property. The existing Durham I A . WWTP is located to the east of the Subject property. Existing trees on the north, -12- 1• ' west and south will provide screening. Where removal of existing trees is required •. to construct the new headworks facilities, new trees will be planted to screen the facility from its neighbors. ■ 2. The general location of play areas and common open spaces,• No new play areas or common open areas will be added with this project. 3. The general location of existing and proposed plant ntaterr"als, Existing trees on the site are identified on Sheet 3. In order to construct the new headworks building and 85th Avenue improvements, a number of the existing trees located on the property will be removed: Trees to be removed are identified in A.7. (B) herein, A proposed planting schedule to be incorporated into the landscaping plan is identified on Sheet 7. The proposed landscaping plan is shown in Appendix D. 4. Location of underground sprinkler heads where applicable; ; Underground sprinklers will be installed for all landscaping within the fenced area around the new headworks building. Areas outside the fencing will be irrigated in ' 4 con junction with the existing land application system. 5, The landscape plan shall include a narrative which addresses soil conditions; and erosion control measures that will be used: P Soil conditions are described in the soils report incorporated in Appendix A. ` • '. Erosion control measures are described in a previous section of this report, . g V. SIGN DRAWINGS , tU ' i Entry signs will be placed at the access points to the new headworks building and ` at the new access drive to the Durham AWWWTP. Signs will comply with , requirements of Chapter 18,114 of the City Code, -13- I . . . . . . ... . . . .. .. , , .' Y•,..".' , . ' 11'.1.1,,,,At 41.1',/,' . .., ' •I • •A.' , . , , , . . A. , .. . ' • . . . . . . , ' • '..,- ... ., ' . . .. . . ., . . , , . • . , . . , , . . , 1' . . . . . , . . • . ., . * . . . , . . . , . . . ..' ,'''• •' . . A a . . ,.. ..•, . . . . , . . , . . . . ' ' r.• . . . ' . ' . f,!,.#.,.• # ' ''.;,..1 ,. ' , . , . ' . , • ' ,, ' , . .t114/1„'.,‘,. • , . . . . , . . . , . . '' *'.''.'*•... ., . , . I , . . . '' . A. . •"' * , , . .* . . , . . .. ' . . ., . • , . . . . ... '.. A, • • ' ..• A • . , • .. ' . APPENDIX A . . ,. . .. . .. • , .. . .. . . , . . . , .. . . . . .,.. . .., . , ,......... :. ... . SUBSURFACE EXPLORATION AND . . . .., .'. . . . , . . . .. . GEOTECHNICAL ENGINEERING ' . . . . ... .,,,,,, ... ... . , ... ... . .. . ., .. , . . . REPORT , •. . , , . , ' . I ,-. .,. , . . . . 7 •..' • ,. ::•, .. , . # ' ' ' ' •., ., ....•.',, • : . , , . . , . DURHAM AWW11' . . , , . .. ,. : . . • . , . . .. .. . . , . . . .. . . . . . . ..: . .. . . . ..! co . .. . ... , . . . .. . . • . . . . . .. • . . .„: . . . . ,. . . . . .. „ , . . . '...: 0 .,,... .L. : . . .. . . . . . . , .. . . . . . , . . .. . . „ . : . . ._ ,. ., . ,. . , .,, . . ..,.. . . . . . , . . . , . . . . ' . . ' . . , . . . . . , . ... . . ' • , — . , . . ,. .. , , . , ,i',• . . . . . . , ■ r , . . , — - I . .. .• ., , . . . . . , . . .. . i , . . , , • ', +' '. .,"'' {*'44'."'":" ilo 'e,",oh..L• . -. ,.. . . . r ......,....ego".... ...'..4. .. . r ' • Hi * . , I ,' is . •'.', I SUBSURFACE EXPLORATION AND DI GEOTECHNICAL ENGINEERING REPORT . . .. . „. If. ., . , .. . ....! ' .. .., ...,.. . . . , .. .. ,,. ,„.... .• .. . 1 .. ' ; DURHAM AVVVVIT EXPANSION [ ..,.,` ,... . . . WASHINGTON COUNTY, OREGON ... II .,, . . . .. . 44 _ PREPARED FOR , . . CWCHDR I .1 '. r r ,:.. 0-4472 MAY 1988 . m . , 0 " III RITTENHOUSE-ZEMAN&ASSOCIATES .. Geotechnical Consultants , . . . . . . , . ' . • to, , y , ‘ . ,ii.- 1 !sow 100.+' RZA RITTENHHOUSE-ZEMAN&ASSOCIATES, INC. Geotechnical&Hydrogeological Consultants vimektaies 5050 S,W,Cirrus Drive Beaverton,Oregon 97005 1503)644-9141 May 23, 1988 04472 CWC-HDR 300 Admiral Way Suite 204 Edmonds,WA, 98020-4127 Attn: Bruce Willey SUBJECT: SUBSURFACE GEOTECHNICAL EXPLORATION DUHHAM AWWTP EXPANSION WASHINGTON COUNTY,OREGON • Dear Bruce: Enclosed is our geotechnical engineering report on the subject project. Overall, the site is suitable for the proposed expansion. Soils encountered consisted of good quality, silty sand, fills composed of reworked, native soils, The new I leadworks ifacility is to be located in an area of relatively undisturbed native soils that appear to be . somewhat softer than the fills within the existing facility, Groundwater occurs primarily in a perched condition within sand layers resting on silts and is a potential problem in deep excavations. j yed working with you on this r • .,, g y this project and look forward to further involvement during We have enjoyed pl• construction. If you have any questions regarding this report, please contact the undersigned, ' Respectfully submitted, f RITTENHOUSE-ZEMAN&ASSOCIATES,INC ,,e /32_,..,,c, Richard W. Rinne,C.E.G. C9 c , Terry N7 Cra - J , --""111111111111111111111111 i `1 i ..r , CWC-HDR 0-44��;Z May 19, 1988 Page 1 •r 1 • t. . . "., � 1, i 11PJi f1A�►��` The site is suitable for the proposed construction. Key design items are summarized below and tire discussed in greater detail in the following sections of this report. a 0 Most of the site is overlain by five to•15 feet of compacted fills composed of native sandy silts and fine sands. Native soils underlying the fill consist of layered silty sands grading into cleaner sands. o Groundwater was encountered as perched zones throughout the site (mostly below the fill),with free I water at a depth of about. 18.5 feet in boring 8-10 at the time of our explorations. A subsequent reading in the piezometer in 8-15 revealed a water level two and one-half feet below existing grade, , Even during dry summer weather,water should be expected in any excavations deeper than about 10 feet. Due to the very high soil permeability,dewatering could be very difficult. • o New fills should be compacted to the following relative compactions i.;1sed upon A:l,'y -14T0 T-180. • Subgrade-Roller Compaction, . ..;• f 111 Granular Structural Fill-95%, • Landscape Fill-85%, Tank or Wall gackfill a 90%to 92% a i 4,.. 4 o Building foundations that will be installed on undisturbed native or compacted soil may be designed • Building p y g �- • for 25ou psf. • I •1 `- o Moor slabs may be placed on compacted native soil with a rriininium six•inches of crushed rock base course. in areas of heavy floor loading or lift truck traffic,the base rock thickness should be increased ioras to 12 inches, o Temporary excavation slopes may be cut at about i H i but some local variations may occur, • a� p rY p y � y CD especially if groundwater is encountered, The preceding summary Is intended for introductory and reference use, A complete reading of this report is necessary for a thorough understanding of the conditions or limitations affecting the use of this Information, (Design should be based on the complete recommendations contained in the Main body of ;1 this report, yi"o•i'.� .. ... 17" 0-4472 .: .';',,,. : , I May 19, 1988 Page 2 2.0 1�11°'R(�®l1 TIB 1 This report presents the results of our subsurface exploration and geotechnica! engineering study for the ' Y •V '' ��" proposed Durham Advanced Waste Water Treatment Plant (AWWTP). The proposed development and locations of the subsurface explorations are presented on the attached Site Plan,Plate 1. 1 ` ` .` ' The purpose of our study was to establish general subsurface conditions at the site on which to base our conclusions and recommendations for foundation design and construction considerations. The scope of work consisted of literature and past report research, field explorations, and geotechnical engineering analysis. I ' This study has been completed in general accordance with our contract of April 13, 1988. This report has been prepared for the exclusive use of CWC•HDR Engineers, their client and their agents, for specific application to this project, in accordance with generally accepted geotechnical engineering practices. ' ' .•.. 10 PROJECT DESCRIPTI_ `N ,r 1 ,; ',0t, : , I The project site is located south of Durham Road at S.W. 55th Ave. in Durham, Oregon, The project will involve a new Headworks facility about 120 feet x 120 feet in plan dimension, a series of new utility lines, upgrading and altering existing clarifiers and aeration basins, and two new pumps at the Raw Sewage • • ' }r Pumping Station, The new Headworks facility will have lower floor elevations of q 10Lto 15 feet below existing grades, and some of the utility lines will be up to 20 feet deep; Items of concern are allowable bearing capacity, retaining structures,drainage, excavation,and control of water during construction, , ,.,Y , 4.0 SUBSURFACE CONDITIONS ,. 4:1 Exploration TechniaueS Our subsurface exploration consisted of drilling 15 borings of 21,5 to 41,5 feet in depth, with a trailer- tta mounted Versa Drill, All explorations were observed by a geologist from our firm who logged conditions , `' encountered and obtained samples for laboratory testing, Exploration logs, together with more detailed , ., .. descriptions of the drilling and sampling techniques, can be found in the Appendix 1 , t . X1 .>,. . .2 Site Conditions 4.2.1 Surface•The locations of the hew facilities are mostly within the confines of the existing AWW7ia and as such, will probably be founded oh compacted fills,consisting of re'Worked native soils, The Headworks 1 , 1 . W 4 . -r r•r..w-r'. r w. - CWC-HDR 0-4472 May 19, 1988 Page 3 Wfacility is located at the highest part of the site, west of S.W. 185th Ave., in a relatively undisturbed area of pasture grass and small trees. The site slopes gently downward toward the southeast, from a high of approximate El. 180 to El. 125. 14.2.2 Subsurf -As noted previously, the bulk of the existing site facilities are underlain by about five to 15 feet of sandy silt fill, presumably emplaced during original construction. The fills appeared to consist of relatively well-compacted (stiff to very stiff), reworked native soil. Although it may exist, we observed no residual topsoil below the fill The remainder of our explorations revealed six to 12 inches of topsoil in the area of the existing facility, and possibly two feet thick in the pasture/orchard where the new Headworks is to be located. The native soils consist of typical floodplain deposits of loose to medium dense, Interbedded silt and silty fine sand with scattered lenses of gravel. The sands are typically more silty near the ground surface (or • Just below the fill)and grade cleaner with depth. Any resulting settlements should be rapid and uniform. ri 4,2.3 Groundwater -We only encountered free groundwater in B-10, at 18,5 feet below existing grade. However, most of the borings had perched water in the sand layers which could translate into a seasonal groundwater level. Piexometers were installed in B-14 and B-15, and one Was scheduled for B-5i During drilling, B-5 was a ''dry hole", so we left it open and returned several days later to see whether the perched lenses would fill it up, The hole was still dry, so we backfilled it without a piezometer. Cpnversely, the piezometer in B-15 had filled to within two and one-half feet of the ground surface during the same amount of time. It is possible that existing underground utility trenches have"dried up' portions of the site. Considering the time of ear, We expect that during extreme. Wet winters,the groundwater may rise to ... g y p during y g y within a few feet of existing grade,and during the driest months it may drop below 20 feet, Excavation and • construction within the groundwater zone are discussed later in this report. • • r 5,0 DESIGN RECOMMENDATIONS 5.1 Site Preparation We have provided recommendations for both wet weather and dry weather construction, .Because the near surface soils consist of moisture-sensitive silts, if possible, it is recommended that the site be prepared during relatively dry weather, , CWC-MDR 0.4472 May 19, 1988 Page 4 f, x.1.1 Site Sjjpp g - Prior to beginning construction, all areas of the site that will receive building or . 't r pavement elements should be stripped of topsoil, roots, and any non-engineered surface fill. Minimum , stripping deaths may range from six Inches in areas of existing facilities,to twoand one-half to three feet in order to remove any non-engineered fills (if any) and the thick topsoil in the northwest corner of the site ';, Existing fills, as discussed in Section 4.2.2, consist of generally good quality material, but may contain occasional debris, and do not appear to be underlain by topsoil. After stripping, we recommend that the ` '? • resulting exposed surface be observed by a representative from our office, and any areas of soft soil or remaining fill should be overexcavated, ./,{A 5 t.2 Dr u Weather Construe#ion-Seasonal wetting,drying,freezing,and thawing can substantially loosen , 'Y I �• the near-surface soils. After$tripping and excavating to final grades, but before any new fill is installed,we . recommend that ail building, pavement and fill areas be scarified to a depth of at least eight inches. The • n scarified soil should be aerated as necessary and then compacted to at least 92% (95%below'paverrients) •. •r � relative compaction (AASHTO T-180). We recommend that we be retained to observe this operation. Even • during dry weather it is possible that some areas of the subgrade will become soft or will pump,particularly Iin cut areas. Soft or wet areas that cannot be effectively dried and compacted should be prepared in • accordance with Section 5,i,3,Wet Weather Construction, 5.1:3 Wet Weather Construction - During wet weather, when adequate moisture control cannot be • obtained, or in areas softened by prolonged standing water,a granular working blanket may be installed to y; support construction equipment and provide a firm base on which to place subsequent fills,floor slabs and . yr, ,; pavements: Commonly the working blanket consists of a bank run gravel or pit run quarry rock(six inch to .,.. u, _ eight inch maximum size with no more than 5% by weight passing a No. 200 sieve), We recommend that ®„ ' we be consulted to approve the material before installation, ' • � , The working blanket should be installed on a stripped subgrade in a single lift with trucks end-dumping off an advancing pad of granular fill. It should be possible to strip the site with the careful operation of crawier- F mounted equipment, However, during prolonged wet weather, operation of this type of equipment ma y 0 w cause excessive subgrade disturbance and final stripping may have to be accomplished with a large ; • backh0e or similar equipments working from the advancing pad of fill. After installation,the working blanket should be compacted by a minimum of four complete passes with a moderately heavy steel drum or grid roller: , a ' ; ' .,N Y�NV.�!M'N• n . '' P it GWc-HDR 0-4472 ; ,•. Q. ,, .'.. Il May 19, 1988 Page 5 • C The working blanket must provide a firm base for subsequent fill installation and Compaction. It has been '.` our experience that 121°,18 Inches of working pad is normally required, depending on the gradation and . angularity of the working pad material. This assumes that the material is placed on a relatively undisturbed . . subgrade in accordance with the preceding recommendations, and that it is not subjected to frequent heavy construction traffic. .A very conscientious contractor may be able to prepare the site with track- . mounted equipment without resulting in major subgrade disturbance. However, since it will not be .:: possible to scarify and compact the surface during wet weather, we recommend a minimum 12'inch , ''• granular working pad be installed in all areas where scarification and compaction is not accomplished, if . . ,' settlement or cracking is a concern(including floor slab areas). 5 of-rolling IFollowing subgrade preparation and prior to fill placement or base course installation, we recommend that ::. the subgrade be proof-rolled with a fully-loaded 10 to 12 yard dump truck. This pertains to ail pavement , ` • and fill areas. Any areas that pump, weave or appear soft and muddy should be scarified and dried or a.:•..4.t overexcavated and backfilled with compacted granular fill. If a significant length of time passes between �, completion of fill placement and commencement of construction operations, or if significant traffic has r ": been routed across the site, we recommend that the site be similarly proof-roiled again before final placement of base rock or asphalt, • f 3 Irillp . i Any fills on this project should be installed on a subgrade that has been prepared in accordance with the • ;p , recommendations in the previous sections of this report. Fills should be installed in horizontal lifts not ' - i exceeding about eight inches in thickness, and should be compacted to at least 92% relative compaction (M'SHTO T'180) for Native soils, and 95•o Relative compaction for irnported granular materials and the 2 upper eight inches of pavement subgrade, regardless of the type of fill material, Compaction criteria may . � i' i • . co • be reduced to 85% in landscaping or planter areas, ' . ' 1 During dry weather, structural fills may consist of virtually any relatively well-graded soil that is free of debris and organic matter and that can he compacted to the preceding specifications, The non-organic �, � � .,i 'i .i• 'v '' existing fills encountered at this site (excluding topsoil) would generally be adequate for reuse as compacted fill, If wood, debris or topsoil are encountered they should be removed prior to filling: Native silty sands and sands would also make adequate dry weather fill, l� I•r 1 ' 1. I • 4Y !1 CWC-HDR 0-4472 ... May 19, 1988 Page 6 .�. In-order to achieve adequate compaction during wet weather, we recommend that fills consist of well- graded granular soils (sand or sand and gravel) that do not contain more than 5% material by weight . ,, passing the No.2011 sieve. in addition, it is usually desirable to limit this material to a maximum six to eight • ' • inches in diameter for future ease in the installation of utilities.' 5, .4 Ar9a1 Settlements " The native soils at this site(outside existing engineered fill areas)are somewhat loose and exhibit moderate :., y '' compressibility. Areal fills could increase the stresses in the existing soil strata, and could cause variable ".°.,4 ,•.., .. ..: 1 consolidation, We understand that no significant new fills are proposed. Fills up to three or four feet should not result in significant settlements if the site surface is prepared as outlined in previous sections of 1,a" . ,, this report: if fills thicker than four feet are proposed (above existing grades),we should be contacted for additional recommendations/ ;;, I 5,5 l=our anon ,e This section pertains mainly to the new Headworks building area We are assuming that this building will ' 't :,; ,' have only light loads associated with a two-story budding containing a basement Column loads are , , - • a sumed to be under 80 kips, with wall loads not exceeding four kips per lineal foot. Subject to site °.' • ... preparation as outlined in Section 5.1,these footings will bear on native soils, or possibly one to two feet of • engineered fill, For this case we recommend that these foundations be designed for a maximum bearing °'*' pressure of 2500 psf and that they be a minimum of 12 inches wide and 18 inches below finished grade, This pressure applies to dead plus frequent live load and may be increased by one-third for wind or seismic "� loading conditions: For foundations established in accordance with the above recommendations we ''••:•. q,timate that settlements will not exceed one-half inch, If the building Toads are substantially higher than those noted,we should be contacted for additional recommendations, ' 5:G Retaining Walls • This portion of the rep+;rkt pertains mainly to the new Headworks building that appears to be substantially bei j grades, ally such structures are either built as a structurally reinforced box . ow adjacent exterior rade� iNorm suc y ' designed to resist hydrostatic loads, or have a drainage system that allows dewatermg during periods of high groundwater. This being the case,we would recommend that the walls be designed for the pressures shown below: Y ' ,r .. .. .. .. .... .. a .,.... ..� _... , . ... "J., .,.. .� ..w � �,�', ,. ,.r: '' . .,. ... .. v .. . .. �'• � � ... �.. • I• �I j } ' • '.I. t' � � , 1 n J, .�i. Slope to Drain � i',ogaBgtO or Pavement ----I-I- i A� 4a / Arm 0/ 12 in., Mine 0;4: a 0.. � .. / /' 0,• ,vim - , , �- f„tilR. 15 ft., 1 yp. Perforated Pipe ,' .. Filter Fabric, Fibretek 180 or Equal ,Open Graded Crushed Rock ` I• FOOTING FLOOR SLAB SUBDRAIN D . AIL , r A p • A & . �+I ,r1�1 Y nr,,A A►7SOC PES; Ace By Ly bate MAC` 1888 Ceotcddirticdl Coit,wliants liTor 800 S.0:eireirs Drive • • N . CWC-HDR 0-4472 .. May 19, 1988 Page 7 w JI'. For Fully Drained Wall Equivalent Fluid (See Section 5.7) Pressure for Undrained Backfill Slope Equivalent Fluid Pressure Waterproof Wall I°lorizontal/Verticai ,�. 4- Level 40 80 I3HeIV 60 100 ; 2H 1V 100 140 • These pressures represent our best estimates of actual pressures that may develop and do not contain a factor of safety, .. Backfill behind all walls should consist of compacted fill installed in accordance with Section 5.2 except as modified herein, Since overcompaction of this fill can greatly Increase lateral soil pressures, we recommend that it be compacted between 88%and 90% relative compaction (AASHTO T-180 or ASTIR D- 1557), In addition, wer'recommend that all fill within five feet of walls .(measured horizontally), be compacted with lightweight, hand-operated equipment, If any foundations or major loads will be •'; supported on wail backfill,we should be contacted for additional recommendations. ; 5,7 Subsurface Drainagg Although groundwater levels were encountered at about 18.5 feet in B-10 at the time of our exploration, they rose during a fain short period of time to two and one-half feet in boring B 15, In addition,a perched '* y n water surface develops within the upper silty sands, Because of the relatively high lateral permeability of native soils, extensive drainage systems would be required to lower the groundwater table, We recommend that any areas below exterior grade that cannot be drained by gravity be designed to resist hydrostatic pressures. If specific areas a.. ear to fit this case,We would be happy to address''ralna. e with y p pp ppy 9 L you on a case-by-case basis, Normal gravity wall drains and subdrains should consist of a four-inch diameter perforated pipe enveloped�„ g y p pp p in drain rock,with the rock wrapped in a nonwoven filter fabric. An acceptable filter fabric b°Fibertex 150, a•� or equivalent, A typical detail for wall and under-slab drains is attached as Figure 5,6, 5. 8 Floor Slabs The proposed floor slab in the Headworks building ma be subject to heavy floor loads, and may well be trafficked by fork-lift trucks, We would be happy to assist In the design of an appropriate floor slab section • ° • " ..« a . . y , . YIN.• 111 r n.. • •r' a CwC-HDR 0-4472 .. :.:: . I -, May 19, 1988 Rage 5 if provided with loading details. As a minimum we recommend that floor slab areas be compacted in . accordance with Section 5.1.3. In addition, we recommend Installing a rnInt mum of six Inches of .•.;:.�' compacted (95%, AACHTO T-180) 'crushed rock below floor slab areas. If heavy floor loads are anticipated, 12 inches of crushed rock may be necessary. To minimize potential offsets at joints, it is .. usually desirable that ail joints be either keyed or doweled. ,4, .. r` In addition, If floors are not drained in accordance with Section 5.7,they may be subject to hydrostatic up- .• ft forces. If this type of design is contemplated,we should be contacted for additional recommendations. 5.9 'Temporary Sloaes and Utilities Ali temporary excavations should be adequately sloped or shored. Because of the variable soil moisture conditions, it is not possible to provide recommended "safe slopes, and final decisions may have to be : r. a•. 4 based on field conditions at the time of construction. We`expect that slopes of 1 H:1 V should remain stable , - . I to depths of at least/5 feet,providing groundwater is not encountered, Ail of our explorations were advanced with a light weight drill rig. No significant obstructions were encountered in any of our explorations (depths up to 41.5 feet). Some sidewall caving did occur near the • ` groundwater table and in some perched water zones, Y r 8 0 PAVEMENT DESIGN ' In order to facilitate pavement design, we have reviewed a number of CBR tests that we have performed In the vicinity of the site and pers,°armed two additional CBR tests for this project, Based on this data we recommend designing for the following: a. Il Relative +E ' Dornoaction CBR R-y lig , If Val . •: g ,, 1 95% 6 28 140 ,, •.', fAi '. I We have alternate paved eht designs for both asphalt and portland cement concrete. Asphaltic concrete designs have been prepared in substantial accordance with State of Oregon design methods, The State of Oregon does not have design standards for conventional portland cement concrete pavements, These I pavements have been designed hi accordance with Methods developed by the Portland Cement ar, • Association (PCA), 1. Il • M.• Img r. I I.' s\, .. CWC-HDR 0-4472 May19, 1988 , • TABLE 8.0 PAVEMENT DE%91,1 ASPHALT CONCRETE PAVEMENT: , 1 . Approx,Number Asphalt Concrete Crushed Rock Traffic of Trucks per Thickness Base Thickness ggfs_g_H r.lt Agy jfflaby) ALIJ ihil. • AUto Parking — 2.0 8 5.5 5 . 2,5 9 ..,. , 6.0 8 3.0 10 • . •, ', 6,5 16 3.0 11 . . 1 7.0 30 7.5 60 3.5 11 3.5 13 N , 8.0 85 4.0 13 8,5 150 4.0 15 . „ PORTLAND CEMENT CONCRETE IPAVEMENT:1/2 , i .- .. ..,,. Approx, Number Crushed Rock Traffic of Trucks per P,C,C,Thickness Base Thickness Coefficient j2gylogi_ y)i w lid kb) 5,5 5 6.J 0 6.0 8 6.0 0 • d 6,5 16 • 6.5 0 ..iti,---' . 7.0 30 6.5 0• 7,5 60 7,0 0 8,0 85 7.0 6 8,5 150 7,0 6 . , . ,.. r . 11. " ' ASPHALT CONCRETE WITH CEMENT TREATED BASE:203,4 ci) ApproX, Number Asphalt Condrete Crushed Rock Traffic Coefficient of Trucks per IDgyLocb way) Thickness Id Base Thickness ILO ta 0 , 6.5 5 2.0 7 RU 1 6,0 6 2,0 7 ...1 6.5 16 2,0 7 7,0 30 2,0 7 7.5 60 2.0 7 8,0 85 3.0 7 r . o 8.5 150 3,0 7 • •f ■ I 1 , . , . , . ■ . . . , 4 . , I CWC-HDR '. .; May 19, 1988 d-4472 '• f^ ' �tes• • • 1) Concrete design based on a modulus of rupture equal to 550 psi. 2) Both concrete and cement treated base sections assume that pavements have integral curbs, or that the concrete portion underlies shoulders, to prevent wheel loads from occurring at the pavement edge. • , • 3) Cement treated base refers to "Plant Mix Cement Treated Base" in accordance with ODOT . , specifications, 4) For traffic indices of 7.5 or less,3 inches of A.C.over 0,5 inches of CTB would be a more expensive alternate,but would allow less surface variation and improved ride quality. 5) These designs are intended for use on public streets. Lesser thicknesses may be appropriate for ,° • automobile and truck parking areas where occasional maintenance is acceptable, ' • , , t;' r ,1 • • 1. • �;.�.' �, r r • I Ir a ; • 1:.1 CO J i.ql ' . J, f . . '` CWC-HDR 0-4472 May 19, 1988 page 9 Because we do not know the projected traffic flows for this site, We have provided a range of pavement ." designs for various traffic conditions. Design pavement sections are provided in Table 6.0, Pavement 1 Designs. Our designs assume that the subgrade will be prepared in accordance with Sections 5.1,5.2,and • 5.3. The top eight inches of subgrade should be compacted to 95% relative compaction. Specifications for pavements, base course and subbase should conform to Oregon State Highway specifications Section 703, Lime-treatment is not recommended for this site due to the high organic content at depth. ,; if possible, construction traffic should be limited to unpaved and Untreated roadways, or specially /,..'... constructed haul roads, if this is not possible,the pavement design selected from Table 6,0 should Include , ,F .. • . an allowance for construction traffic. • . ', 7 0 FUTURE GEOTECHNICAL SERVICES The recommendations contained in this report are based on information gathered during our field and ' laboratory study, and on design information provided by CWC-HDR. We have not yet received a final ,,,.:.• . copy of the plans for this project. We recommend that we be provided an opportunity to review the final , ' ® plans and specifications when they become available, This will allow us to determine whether any change , in concept may have affected the validity of our recommendations, and whether our recommendations ' , have been correctly interpreted: in order to correlate preliminary sod data with the actual soil conditions encountered during construction • .. •'� ' �. and to check for construction conformance to our report, we also recommend that we be retained for construction observation of stripping, grading, compaction, foundation excavations and other soils related portions of this project, . ' 4 c� : , Respectfully submitted, `" ■ . RITTENHOUSC-ZEmAN &AS OWES . , -r a osTIt.J: ",, t �``t e* 7onitcot �tifFd �1 6, ' Ei -, L__,....4, i.,: : r;1 v: r.`,..4,4\ ;. 0 ,. ii / it///2. 4-1'"*"*---- `,. i'''',.„ 1/4".. ..'"%%'""*""*"."-'-"..,. -'. Richard W4 Rinne, C.E G. VTR 'E::17 e '`` �.,:,:` _ O EdO1 %v, eery Irt i�raven P,C: 1 ti , , • i I . .l` . s \ \I: SELECTED BY CWCIHDR.: ,;; , ^ ittikaa IIASIN No yt ' .' %. \ ...: • i i '4. / \\•./ : : . . \\ . '''. . 7\,),7 { 3 %stoma r* IN Nit ......... .-. , ' • ill /\:\:1%LK\ C' lM/ M 1' . \*: . '. [1 r0.•..r.....wJ.os...s•Y....wmw,+..aswr Ob.f. i, i•' '. �.. " , —I--�~N. •.. . '~ r • 9-9 APPROX. BOREHOLE LOCATIONS• • l_r_,......`�...r..o.....M.o...�... al ..,,,1 �"".—r....,, ~``•,.,.°`+•,� ,"'�,, 6-6 !:ø± :;;iT!r1� •y •Qi' i '''.::..'r\H° : ; • , ! t i. ‘'''.\\\,\\. ... ,... , .. ., . . i I 1, �ti�,,. I '�I��, •- v,. ��r' f ..Ib�U�i`!N �yy��� n.:-..04/TF411, . . . ,,... • • . 13.1.3 '''', .-ABP' . 'frie,,,.) I C ') E3 ...b „,... , ..,. ..., ., , ,O;. 1 )..)\-, 1 �"`•+..�;,, P'4.Aw1 1:N�p►Y b/11vsp� / \•` L.: i'• i 4AfQR et,•.J • b41ALiTY -4•.. 6.A! 1 �j4. o,1(.21 tit , . '1( . ,,,,. 4= .,y �,,. '�DitDDt ...tee al)ILalliG `s e ' � ." " ` . INFLUENT CEMAiIw ' SEWAGE A....-s.,,,,... ` »_ ✓ \ .. � ."'��- _ .: / • SAA .. ` — • , `�— .x I T I�( ow�w�:w:.-n'� .� ,;.,, " -� A T10 W .r �. ,. ,�r � /, . -.11111EZC2.13:FILli ' ' ' :lat._ . ... _ _, ...,...____.... . .. i. . .. . . '6....:=1".".Z.,"7"..77::'..1.' \ r".." . \ ,..:,.• ... • 13-9 6R5PWi(1 i ii '\\J. 1 1 i a .,:,a:,t ► t ....i.4, ra\—/ 1 4. '.• \f 1i R.J ,....„ °.: 11, k ti o,ma i , 0 . --........."...„7,4 t . .I- i .-.�,w�:.i..;... o..+.�r. ....�.i�....." � . 1 . PIEZOMEIreitt INSTALLED • r • pp�.. ., .•. ..�.4,.. •. •' f tt�'3►7`�ENf�PU�1584EiVA1'�& iOClA7",�,Si INC. tlr' y� 0? it Wk . . . .- GeoEechhical&Hydrogeakgreol Cor surlt is NIAY 1 88 $C . A.....P.,r B 'ur erdrt Cr > ��3 4 t made1/41 PIS i I ., • , . , x W ,' - • • • APPENDIX B NEW HEADWORKS BUILDING PRELIMINARY FLOOR PLANS DURHAM AWWTP , - ',',...••,,• ;.,•,.:,,',..,,. , . , , :.;,•, .. ...4 •Y'''... . . . . . , • . . . .i,.,,:..•..!',:.',. , . ..b' ' ,.. . . „ . . , . • . . . . .. g•' . , . •:.•:'''' . . „ .1 ... .• • . . . . , .• f* . . ,. ...• .'. . „.. . ... . . . ' ..:.' . 4. ., •.' . .•..,, . ....A , . ':.:. .i :,...., .•,' ','.,.•.'.' . .„' . . . . , . • ..,... ..: ....„....-. APPENDIX C . .. . . . , ..: ... - .: ,:, :4:.*, ' • .. ,. ,,i', , •.'•,. NEW HEADWORKS BUILDING , . •, „... ...::...,,,:...., PRELIMINARY ELEVATIONS .. • . .. . ., , .. .. . ., . . .. . ,... . . „....„; ,-....' .,. ::.•,,.. flU ,.. .. . ,„...., . ,..,..,,,. . . , , , . ...., ..,. . ,,,.. .., •...1:„........,..,.....4 DURHAM AWWTP •......,:. '; ex. .,., .. . .,. .1 •: ere t' . . •• 0 ' '' . , ...ii .... • , . , . . . . .. ..... , . , ■• . . . . , . , , . . . . ' •:.,•.. ' ' • . 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AertLAA11.7UP ..." . / . . / , .............. . • 6 —6 / CONTROL \\. :EXHAUST STACK , . / • , . .. . ,, TOWER // 4 2' ci INFLUENT , . : . (/e'''T-z-- H"'"j"-- Se--.0*.., ,. • 1..\\•.•• il : ' al Air,__--:-r--------=---___. . ••■■•...too 4.......1......4 a.....•........ 1......0. / . ..' 1 ' -•■•--____I' / /Ws...ro.....11 sow...ow 1.1a....• ....••■••■•••in.... „„............ .. . .....•••■•......,,, \\'‘.. ,r ..: .,,,,...„.,.,:L:,, . . . . ............._ . a /-----------: be, . . , • , . . oniT nAs11,1 0) / •!. . .w • . . . , .......1.•••■•rum Om*. Z : . . .....,.... I . 1 4 0-‘50 MOO . ...........,..... • , . .4 A 4 MOTORIZED / 03 0 A , . Silt); to 1 In . I . ■• • ' I . , u ' . 11, • , o :GATE I TYPi *- . . ' • ' 0..•••••Me.e..., ).. • ...: ,.... .:i . iii 6 . , - tu . from.1.1.0 >,, . ***.'. '.. I ....I I& . I Z .4 * 14 1 1 I . ORIT DASIN 0 2 30 MOI3 , . .' . . . , • i ' , , GRIT nAsIN INFLUENT cr-lAtrtrEL .c.„. : ....,............ Z 0 - in ......more*.................: ...... .1 41.0... [il I lik it rt 1LAuT Et 11, . ... . o a•• . z . , 1 . .• . •.• . •, o o . , _ _a, 1111111411 I le 13 0 X ,. ; . ...t ..• > ,.,. . .' .• , .. . . •• . • . . ., , wurei .. -...... ....—..--.-- ........ . . . , • . EL 03 .................. /0,,,i . , . • . • .. , . . . .in/ .....:.....,..... • , , '''''"--."".."*" In - .**.. •.'.'- 1 1 01 In W . .4 .1 1, Ei 0 X a . SLUICE OATE 44 I - • . I Li • ...'-''' ' .--151 ..--•—) . ..''' . • • ............, ,, • — • r ' /-- ,..-............ r- ................— O.... ..........., 1 i . 4 . . . • GRIT ()ASIR itioLyENT cilANNEL /_ • -, .4. .. . ................ .,'......"."....'war................. ......11-.... . , ' • ,, .. . , , . . , , . .,. Uri —.4....., • .. ? . , 0 . • . FLOOrt EL ,6-,0 ..0- :51---41 ii i . 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I .., • .. . , : ■•i ', 1' ? ., Worn i U 0•.' 0 i'' 4 1 .e..8 IO • Ci * i •' n '. , 111: 1.4................,j I 4 Mitt trASIN EPFLtittit triAlINEL . 0 4 ? .:• • . ... .,., ,._. , . .. ....,.... ., . , . „ .. , ... . . ,. . ...... . ,.. ... .., . , . „ ,. , .. . ., .. ,.,... . , . . . , ,,,, „. ..•.. . . . . . .. .. .,,,, . .,.,,...• , ... . . , .,.,. : 1 , HOUtlE. . '' ••• •‘:. • • l' bURHAM At:NANO:4 wAttewAttoIREATMENT PLANT '.. . HEAOWORK% SCREEN ROOM AND CHANNEL PLAN . ,.. , ,. , ' PRECIESIOK:Orio, '.4$E.1,,OPANSION. . ., •„, , ,, . . , • , . , . .,. .,„ .• II . , I i.'.--' -'''' ' ','''''"',;', 04., 41cql; '.',':'.,'''::-'''''':: -:*''''''''.'''''' ' - ' • ' ,'''''':' ''' •' '''' L'f ''' ,, '. '''‘.',..•* ,:' er ''."":,e''''''''.*;',4''±''''',..':,.. -,,,''•4:, ' 7 '..: .,.) ., . . . .. . •. , , „ ., n , . ' . . l' . 0 • n n n.n • .n n n,. . I . i • ■ '') •. ........41.0..211 ....wordor .............. ........... ................,...1 ,,. , . ,. . • IPIIIIIIIIIIIIIIIIIIIIIIMIIIIIIPIIIIIIIIM ...■........o. "." s r, , . • 4 S.--Or EYEWASH . SHOWER ---4P6". . . . .........., .......................... • 5 ' Tos ROLL-UP DOORS . . • 'lemr„-u4' . • ' ' • • ' '' • • ' '''ROLL-UP: • . . . • FLOOR EL 162.0 • DOOR MCC/CONTROL ROOM , = 1 . . • . . . '• .; ' .... • in. --..:............ REVERSIBLE BELT' • e 1401*le CONVEYOR No OCI) OW 3 ........, , .., . gm. FLOOR EL 162.0 ..," ' , • CURB . . OrtiWi ,w,:limon, = ...........—_,.... . • ...... , ' :. li." , ' ■••Of, ,,,I,1 I 1 .onwernmormvarm...,...-,-4, . : No OH . . I .........• .6.k:............ 1.0. , L... i umpEo i ,. OPNG TO yr) 1-• • e.YEWASII "if(..i..,,. -METERINO)PUMP-S,, CHUTE ABOVE . . .. . . FLOOR • ,. ' SECTION I COMPRESSOR ROOM - . . . l' ' SHOWER ..-4° . ‘. .. , • 1 • g ' . ' •, ‘'''..---DUMPSTERS ---.- ' , z ODOR •.. ..,,„ , . i 3 '. , . , , iLLUMAIJUI . ..•! I CONTROL CLEAN-UP , ..............oL...ti.. ..1 TOWER , AREA „......_ . . ,..•. , I 0311 ; ' , . 4 ResTRoom . c0 . . ,Ael, 0 .. .: ..................... .. ,.; • ' ' /..'..;. •,'''. . , .:, . ,,..I.•.','. .• EXHAUST STACK • FLOOR EL. 160.5 , ' . ° , • 0 . 1 i • . , • . . . 1 , ', ,"./ '.. ' ',''..,•,',''''' 0 . . . N.INIMINW, • . , ■ , / . : GRIT . —............- , .. . m •'/' : • "s„'.. ' . . , . - . . ••.,.,, • .• - • - • . ROOM t . ,L., -. ' • • , r PUMPING 1•MIMINVIINW. . . . '...,.. . I ; , 1 :. . , . ., .■ , . —. ..... GRIT P ./ ' . , .... I TYP)PUM • .; I' . , . 4 , Ca a. . -, . . , .. . ,.. --........--__...____I . i..i..1, . .'. i. t■ ' 11111 •'.. ' . . ill . " ■ * 1 3 i‘ Or . e . . . , . • FIGURE 1 . • . , OURHAM AOVANcEO WATEWATER TREATMENT PLANT . 4 , . . 4, • .. ' pREOEsioN or PHASE 1 EXPANS1oN HEAOWOR1<g: LOWER PLAN . , , , • . , , . . . ., . , • qt),. . I . 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