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SUB2013-00005
.,..,.. ,.,o�_woovt�Doz�awia�asauus�uIZZ51bdla.Jpg(JPEG Image,3300 x 2550 pixels)... http://svr.tigardmaps.com/arcgisoutpuVHiResMaps/zoning_41680_5bc86f2b82584185a3dO... �I J Zoning Map FR 1 a R14.5 Legend ASPEN RIDGE DR ® Subject Site Zoning Classifications R-1 30,000 Sq Ft Min Lot Size R-2 20,000 Sq Ft Min Lot Size [�R-3.5 10,000 Sq Ft Min Lot Size [ j R-4.5 7,500 Sq Ft Min Lot Size _ R-7 5,000 Sq Ft Min Lot Size [„ R-12 3,050 Sq Ft Min Lot Size R-25 1,480 Sq Ft Min Lot Size R-40 40 Units Per Acre MUR-1 Mixed Use Residential 1 - MUR-2 Mixed Use Residential \ MU-CBD Mixed Use Central Bus Dist C-C Community Commercial �� C-G General Commercial C-N Neighborhood Commercial R—� a M C-P Professional Commercial A _MUC Mixed Use Commercial �* MUC-1 Mixed Use Commercial 1 MUE Mixed Use Empoloyment J+.-.A MUE-1 Mixed Use Employment 1 MUE-2 Mixed Use Employment 2 I-L Light Industrial I-P Industrial Park s I-H Heavy Industrial N M Washington County GOverlay Zones �V Historic District Overlay Planned Development Overlay Mop Printed:10-Feb-14 /S[ 0 I.Yr ® ���� , INFORMATION ON THIS MAD 19 FOR GENERAL LOCATION Y�/(N�� AYE►V(}M ON LYANJSHOULDSEVERIFIEDtNI TH THE.EVELOPI1ENT -- Q _.._�\T/ Y Y Y `���� j SERVICEBD:OURC. DATA IS DERIVED FROM EPRE EN SOURCES.THE CITY E S TO T r-� 1 CONTE N ACLU RANT',REPRESS OR COM,OR ENESS OF ANY TO THE u CONTENT ACCURACY,EIN T E HE C OR O TIGARD NESS OF ANY OF THE © Q DATA PROV RA HEREIN S.OMITY SSIONS, ORINACCURACIES NACCU ACIES1 NO 4- I---� LIBABIJTYNFO INFORMATION ERRORS.REGARDLESS SOF O W CAUSED.THE INFORMATION PROVIDED REGARDLEBS OF HOW CAUSED. COMMUNITY DEVELOPMENT DEPARTMENT 'A Place M Call Home' 1—H City of Tigard Q RD I ee F,� 13125 SW Hall Blvd tnA� Tigard.OR 97223 ■ 40 -`�� 503 639-4171 ' W A,gard-or.gm of 2 2/10/2014 8:32 AM Zonin Ma Zoning Map R-7 R-4.5 • � - _ Legend ASPEN RIDGE DR Subjed Sit. �I � Zonula C.,ss'-rat,ns � � �;,• ._ R1 23300 Sc Ft Min i.o:Sao .- R 20 003 S.Ft f-I n Lo!S•tc sas.f.a s:�a s•In�was-��,a-�t,r•awr#ss s. - R-35 10.000 Sq.Ft Ahn Lot S¢e R-4*' 7 500 Sq Ft Min of C•Ic R-Z 5 030 Sq Ft Mm Lot Svc R 12 3050 S5 Ft Min Lo1<_c R-23 1 4w Sr,F^M.m.o•. - '0 o•.S-:e R-a0 10 Unda P.•A...h1Ua_:t<`,we-Use Resxser5a„ MU?-;V.—Jeo,Ro,0-1,a i Mt.'-CBD M-1 Jac Corrtra:Eu Drst C.0 Cor -Ay Conme,,A1 C-G G-1 C---1 C-N Wgnbcawcd Cam.rc— A,Z` C-P P,c•,eswnal C.—'-i ^0i \ :.- �tsILC.A.11Yftl Uve Co«vne lal Er,Vc-Yment MUE- M-6 Uae E'-4;4.Y—t 1 k l 3 -. —MU'=_:Miea3 Jaa ErrPbN.nent s 3-L Light Gndmmoiar I-P 3MtanI,N F*a+k N z 'rashmgeoo Ccurt?• rJ G—L""zones M 0� �¢\t4 P armed D�iop—1 C day O¢ -_,� WpFevrttsl A K ti KING Q¢G� CITY { _rG 0 120 "40 ? v1^+nSwu,YtLwa � ycsa�a`rr+ Comments: Zoning Map shows project location and adjacent City Zoning. Hatched area demarcates project site. City of Tigard,Community Development Division-13125 SW Hall Blvd.,Tigard,Oregon 97223 111112" Area Notified (500�► X11 �' " m ■r `� Ft) � X11..1. ��w�1�`�r■ �. Mimi Doukas, Venture Prop � 1i ■ rr.imi@venturepror).com 503-387-7600 Rd -unit 2S110CB02000 �� 12035 S\�/Beef Berd Rd Ila `'� ....rte. , � a ggg-ew nanog I gs- W*Kpf"l-KK1604 Subject Site V V wg V 010116 W05KIN-1 egguv 'tg*W ggfXX Lv,WO V V V, Property owner information is valid W V V1. for 3 months from the date printed on this map WR k1w Map Printed 12-Dec-13 Informabon on ths mW,,.ft.ge-ral I., ,on only and hould e.1,.tf"ied 0 me De.elop—t OATAIS DERIVEDFROM MULTIPLE',�UR-ES THECITYOFTIGARD t,�IKES NOT WARRANTY.REPREoENTATION ORGUkRANTEEASTIIHE i C ONTENT p r CURACY.TIME LINE, CR-OMPLETENE,�,OFANYOF THE DATA PRO IDEDHEPEM THE �YOF IGIRD'HALLAVUMENO LI�ABIIL TYFORANY ERROR OMI -IONS,OR INA--CUR I INPCRMATIONPRO IDEDR1GRDU11 OF...,C�U�FDIN'HE COMMUNITY DEVELOPMENT DEPARTMENT 'A PlaCe to Call Home" City of Tigard 13125 SW Hall Blvd Tga d.OR 97223 50'3 639-4171 NINE ISO! www figard-or gov 4 AFFIDAVIT OF MAILING I, Gary Pagenstecher being first duly sworn/affirm, on oath depose and say that I am an Associate Planner for the City of Tigard,Washington County,Oregon and that I served the following: {Check Appropriate Box(s)Below} ® NOTICE OF TYPE Il DECISION FOR: SUBDIVISION WITHOUT PLANNED DEVELOPMENT-CASE ID• SUB2013-00005 f SLR2013-00003IVAR2013-00020/VAR2014-00002IVAR2013-00003 NOTICE TO AGENCIES ❑ AMENDED NOTICE (File No./Name Reference) HEARING BODY: HEARING DATE: ® City of Tigard Planning Director ❑ Tigard Hearings Officer ❑ Tigard Planning Commission ❑ Tigard City Council A copy of the said notice being hereto attached, marked Exhibit"A", and by reference made a part hereof, was mailed to each named person(s)at the address(s)shown at Exhibit"B" and by reference made a part hereof, on March 25.2014,and deposited in the United States Mail on March 25.2014postage prepaid. Gary Pagenstecher ssociate Planner STATE OF OREGON County of Washington ) ss. City of Tigard ) Subscribed and sworn/affirmed before me on the day of /�Q`C� , 2014. OFFICIAL STA' P BETSY GALICIA NOTARY PUBLIC-OREGON COMMISSION NO.925741 MY COMMISSION EXPIRES MARCH 09,2018 4)r�� -et NOTA UBC OF OREGON My Commissi Expires: 3- '1 gj � Notice of a Type II Decision EXHIBIT s Subdivision Without Planned Development Case ID: SUB2013-00005/SLR2013-00003/ VAR 2013-00020/VAR2014-00002/ VAR2013-00003 SOUTH VIEW HEIGHTS SUBDIVISION The Decision Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the requested 35-lot subdivision and sensitive land review for slopes greater than 25%, and APPROVED the requested street improvement adjustments to allow 1) a modified internal street section and 2) a curb tight sidewalk along SW Beef Bend Road, and an access spacing adjustment for less than 600-foot spacing on Beef Bend Road, subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in the Final Decision and the proposal is described below. Tigard Community Development Contact Information Date of Notice: Tuesday,February 25,2014 120 days = Friday,May 23,2014 Staff Contact: Gary Pagenstecher 503-718-2434 Garyp@tigard-or.gov Appeal Information All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision may appeal the decision.Appeal forms are available on the city's website or by person at the Permits Center. If you would like to appeal this land use decision,we need to receive your completed appeal form by 4 p.m. on Wednesday,April 09,2014. Please include the Case ID Number: SUB2013-00005. Please hand-deliver your completed appeal form (which will be time-stamped) and pay the associated appeal fees at the Permits Center, 13125 SW Hall Blvd., Tigard, Oregon 97223. If you have any questions regarding this decision please address them to the appropriate staff person noted on this form: Gary Pagenstecher and note the Case ID Number: SUB2013-00004 This decision is final on Tuesday,March 25,2014,unless an appeal is filed. The decision will go into effect on Thursday, April 10, 2014, unless an appeal is filed. A copy of the Final Decision is available upon request from the staff contact person noted above. Information About the Decision Applicant: Venture Properties,Inc. Owner: Hlknauss LLC 4230 Galewood Street, Suite 100 4661 Wildwood Street Lake Oswego, OR 97035 Lake Oswego, OR97035 Description of the Proposal: The applicant is requesting Subdivision Review approval for a 35-lot subdivision of a 5.82-acre property, sensitive land review for slopes greater than 25%,and street improvement adjustments to allow 1) a modified internal street section and 2) a curb tight sidewalk along SW Beef Bend Road,and an access spacing adjustment for less than 600-foot spacing on Beef Bend Road. Legal Washington County Tax Map 2S110CB,Tax Lot 02000. Description: City of Tigard,Community Development Division•13125 SW Hall Blvd.,Tigard,Oregon 97223 pg. 1 Zoning: R-7: Medium-Density Residential District Appeal Procedure Details The decision of the Director (Type II Procedure) or Review Authority (Type II Administrative Appeal or Type III Procedure)is final for purposes of appeal on the date that it is mailed. Any parry with standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section 18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the notice of the decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard,Tigard,Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. The deadline for filing an appeal is 4 p.m. on Wednesday,April 09,2014 City of Tigard,Community Development Division•13125 SW Hall Blvd.,Tigard,Oregon 97223 pg.2 Zoning Ma Zoning Map R-7 R-4.5 � - Lencnd ASP EN RIDGE DR ScbjeciSite i Z.—g Cla&sA,ca.cns R-1 30 300 Sq Ft Min LW Sim R 220000 Sq Ft Min Lol.Sae. - sr ss.sata:r:i-�•i^s erw-�,i, R-3.5 10.000 Sq Ft It Lot Sae R-<.5 7 500 Sq Ft Min-.1 Site 8 -7 5 030 Sq F,Mr Lot See R-t2 3050 Sq Ft M+n Lo:Sae R-25 1»80 Sq F,Min.o15trc R40 40 Units Por Acre MURn Mixed Use Res-,e MUR-2!tined UmRe—*—7 M ML-CBD Mixed Jx-C-A.bus Dat C-C Comnwrnty Coh—e,cat JM C-G General Conme".1 C-N Nofghborhood Co xtas+ C-P ProtesaonalCwnmer;al ^e� IM MUC Mixed Use Co—herc131 Mixod J.Can�.mur w t MUE Mixed Use Empo+orrhern MUE-`Mixed IlseEny--aloyment 1 - MUE.12 Mtted Jsc E1%A ynx:nt 2 I-L Light industrial l-P IndUsttiai Psr§ I.R Meavy ind hid Z Y,hsh:ngbn C—Tj v ® d� 0—W,Wanes > IDX P X Historic DVW 0—by a6� ¢,P Planned Dera*p-M C dray KING CITY - .� awe eelQ `ee P caar e MI p 1$0 IR 40 �\_ � nsasex arcs Comments: Zoning Map shows project location and adjacent City Zoning. Hatched area demarcates project site. City of Tigard,Community Development Division •13125 SW Hall Blvd.,Tigard,Oregon 97223 A83A`d-09-008-L Mon-010d paogaa al aalanaluawa6ae4:)aP suaS ®L9L5 @AM3AV l!jegeb al zaslon wore(aaAe°avemm ap ul}e aan42e4 el a zallda)l ; v salad a salpe}saalanbn3 2S11OBDO5800 2S11OCB80005 ABLE, MICHAEL J & LINDA M REV LI BELL, RETA MAE TRUSTEE 11838 SW VIEWCREST CT 12265 SW IMPERIAL AVE PORTLAND OR 97224 KING CITY OR 97224 EXHIBITS 2S110CB06100 2S110CA02200 RICHER, LYNDA L& CHRISTOPHER J BLACKLEY, KATHERINE 1 15340 SW TURNAGAIN DR 11830 SW KING GEORGE DR TIGARD OR 97224 KING CITY OR 97224 2S110BC11200 2S11OBCO2300 ANGARAN, JAMES M&SALLY J BOITANO, TIMOTHY DEAN & 12018 SW STRINGER LN CAROLYN M TIGARD OR 97224 11988 SW ASPEN RIDGE DR TIGARD OR 97224 2S11OCB90011 2S11OCA04001 BACKMAN, WILFRED H &JUDITH R BRUMBAUGH, SHARON 12160 SW ROYAL CT#B BRYAN,ALICE L KING CITY OR 97224 15140 SW 119TH AVE TIGARD OR 97223 2S110CB06600 2S110BD06600 BALOUGH, STEPHEN F BUEERMANN, MARK A IRREVOCABLE TR CARLE, ROBIN L BUEERMANN, JUDY A 15273 SW 122ND AVE 11926 SW ASPEN RIDGE DR TIGARD OR 97224 TIGARD OR 97224 2S11OCB90005 2S110CB90013 BARKER, BETTY L REVOCABLE LIVING BUSTOS, JOE M &ANNETTE B 12235 SW KING ARTHUR ST 12160 SW ROYAL COURT#C KING CITY OR 97224 PORTLAND OR 97224 2S110CB80036 2S110BC07500 BARNET, DAVID M & LINDA D CANTRELL, DONALD P& DENISE L 2306 S EDGEWOOD ST 12360 SW ASPEN RIDGE DR SEASIDE OR 97138 TIGARD OR 97224 2S11OCA03401 2S11OBDO6000 BATES INVESTMENT PROPERTIES LLC CARUFEL, DANIEL J&LISA D BY BATES, BARBARA H 11903 SW ASPEN RIDGE DR 14450 SW AYNSLEY WAY TIGARD OR 97224 TIGARD OR 97224 2S110CB04700 2S110CA02300 BAUDER, MICHAEL& HAYLEY CHAMBERLIN, DAVID MICHAEL& PATR 15257 SW TURNAGAIN DR 11840 SW KING GEORGE DR TIGARD OR 97224 KING CITY OR 97224 2S110CB04300 2S11OCB80015 BAUMGARTEN, DAVID A&LORI S CHANDLER, CAROL A 15179 SW 122ND AVE 12088 SW KING ARTHUR ST, #333B TIGARD OR 97224 KING CITY OR 97224 EXHIBIT B �„e6p3 do-dod asodxa t jaded Paa3 OL9Ls aaeldwal QJGaAd as0 T AUAt1-09-008-L ,wan-aod pjogaj al jalanaj T iu9wa6je 3 a sua L9LS AH3AV}lje eb a zasl n wo:)-Ajane-mmm i y p 5 ,� q 1 1. ap ule ajny3ey el a zallda� , jagad a sall3e�saanbll� 2S110BC05600 2S110CB02600 CHEUNG, DAVID HA& LIANA LA REV DEINES, LORAIN J 2231 SKYLINE DR 12140 SW PAR 4 DR MILPITAS CA 95035 KING CITY OR 97224 2S110CB80013 2S110CB80012 CHILDERS, EVA M DENNIS, DANIEL 12095 SW IMPERIAL AVE 12110 SW KING ARTHUR ST KING CITY OR 97224 KING CITY OR 97224 2S110CB80033 2S110CB90006 CHINN, WILLIAM DIETER, JEAN G 12022 SW KING ARTHUR ST#B 12238 SW ROYAL CT TIGARD OR 97224 KING CITY OR 97224 2S110CB90018 2S110CB06800 CHURILLA, MELANIE D DIMMER, MARK& 12115 SW KING ARTHUR ST GEORGE, KATHY KING CITY OR 97224 15327 SW 122ND AVE TIGARD OR 97224 2S110BD06300 2S110CB06900 COE, SAMUEL B& KAREN L DOLINNY, DOMNIKA V&VIKTOR M 11959 SW ASPEN RIDGE DR 15349 SW 122ND TIGARD OR 97224 TIGARD OR 97224 2S110CB06500 2S110CA02900 COOPER, C WILLIAM & IRIS LEE DOWNING, PAUL D&BEVERLY J 15232 SW TURNAGAIN DR 11920 SW KING GEORGE DR TIGARD OR 97224 KING CITY OR 97224 2S110CA02800 2S110CB80011 CRAWFORD, SUZANNE L DREVES, CHARLES BRYAN & PATRICIA 11910 SW KING GEORGE DR 12115 SW IMPERIAL AVE KING CITY OR 97224 KING CITY OR 97224 2S110CB90021 2S110CB04400 D'ANGELO, GLADYS O DUNCAN, ERIC BY MARYVILLE NURSING HOME VELAZQUEZ, SORINA 14645 SW FARMINGTON RD#2038 15191 SW 122ND AVE BEAVERTON OR 97007 PORTLAND OR 92247 2S110CB90016 2S110BC11100 DAVIS-WAMPLER LEGACY TRUST DUNCAN, SEAN JP 5010 OAKRIDGE RD GARCIA, VANESSA ACOSTA LAKE OSWEGO OR 97035 12036 SW STRINGER LANE TIGARD OR 97224 2S110CA02400 2S110BD05900 DEARDORFF, HARRY C& MARIE S DUNNE, PATRICK J &MARY K BY RON SEIP 11887 SW ASPEN RIDGE DR 95819 HIGHWAY 241 TIGARD OR 97224 COOS BAY OR 97420 w06143 do-dad asodxa jaded pa83 @L9LS aleldwaj @Sjany asn Aaanv-09-009-L ,Wan-ood paogai al aalanaa Juawabae43 ap suas @L9LS @Aa3AV l!aegeo al zaslmn wow eGane mnnnn ap uge aon4:)e4 el a zalldaa ; jalad a salpq sauanbq 2S110BC05300 2S11OBDO6800 EGAN, TRACY S & FUN, JAMES L JR& KAYVANDOKHT BITTS, LAURA K 11894 SW ASPEN RIDGE DR 12265 SW THORNWOOD DR TIGARD OR 97223 TIGARD OR 97224 2S110CB06400 2S11OBC07100 ELLIOT, JOHN D GALLAGHER, SCOTT A& SARAH L 15254 SW TURNAGAIN DR 22223 SW 110TH PL TIGARD OR 97224 TUALATIN OR 97062 2S11OCB06200 2S11OCB04900 ELLIS, SHARON TRUST GANSIANTY, LIDIAWATY& 15318 SW TURNAGAIN DR STEVEN, ANDREAS TIGARD OR 97224 15271 SW TURNAGAIN DR TIGARD OR 97224 2S110BC07000 2S110BDO6500 ELY, MICHELE GLAZIER, DON C&JANEIL A 12250 SW ASPEN RIDGE DR 11944 SW ASPEN RIDGE DR TIGARD OR 97224 TIGARD OR 97224 2S110CB01500 2S11OCA04100 ERICKSON, KAARE O&SHARON D GOODWIN,ARLO&SALLY D 15495 SW 123RD AVE 33992 N BARBARA DR KING CITY OR 97224 SAN TAN VALLEY AZ 85142 2S11OBC01900 2S11OBDO6900 FOWLER FAMILY TRUST GOSPODINOVIC, ROSE BY FOWLER, ROBERT E AND PEGGY Y TRS 11888 SW ASPEN RIDGE DR 11981 SW ASPEN RIDGE DR TIGARD OR 97224 TIGARD OR 97224 2S110C1380029 2S11OCB90022 FRANTZ, DENNIS GOSS, KERMA A& ALEXANDER, CLARA Z RICHARD, MAY J 12044-C SW KING ARTHUR ST 12092 SW ROYAL CT KING CITY OR 97224 KING CITY OR 97224 2S110CA03100 2S11OCB90023 FREDERICKSON, ALFRED& MARIA GREEN, WALTER L&MARIA E 11950 SW KING GEORGE DR 12075 SW KING ARTHUR ST KING CITY OR 97224 KING CITY OR 97224 2S110CB01800 2S110CA03701 FROUDE, BEVERLY SURVIVOR'S TRUST GREENFIELD, JAMES R FROUDE, CARL J CREDIT SHELTER TRUST 15105 SW 119TH AVE 12200 SW BULL MTN RD TIGARD OR 97224 TIGARD OR 97224 2S11OBC01300 2S11OCB90004 FROUDE, BEVERLY SURVIVOR'S TRUST GUNDERSON, LOTTE M FROUDE, CARL J CREDIT SHELTER TRUST 122416 SW ROYAL CT 12200 SW BULL MTN RD PORTLAND OR 97224 TIGARD OR 97224 _ off!C�. a�.�wv� W,a6P3 do-dod asodxa � jaded paaJ @L9Ls a}eldwas,&faaAV asn A83AV-09-008-L Man-00d paogaa al Aalanaa 3 luawabaey:)ap suag @L91 S oAH3AV l!jegeD al zaslmn wor/Gane nnnnev+ ap uge aany:)eq el a zalldaa i T ,salad a salpe j sa:aanbg 2S11013D06200 2S11OCDO6000 GUTIERREZ, ANGEL& HASTRICH,JOHN D& BONNIE A MCCAULLEY, DONNA 11970 SW KING GEORGE DR 11937 SW ASPEN RIDGE DR KING CITY OR 97224 TIGARD OR 97224 2S11OCA03400 2S110C1303800 HAILING, MARK HATWAL, SANJEEV HAWES, DENISE 12322 SW AUTUMN VIEW ST 15187 SW 119TH AVE TIGARD OR 97224 TIGARD OR 97224 2S110CB03200 2S110CB80010 HALL, DOUGLAS S& RENEE M HLKNAUSS LLC 12311 SW AUTUMNVIEW ST BY SARAH J KNAUSS TIGARD OR 97224 4661 WILDWOOD ST LAKE OSWEGO OR 97035 2S11OCB90002 2S110C1302000 HAMLETT, LEON &GAYLE TRUST HLKNAUSS LLC 12272 SW ROYAL CT BY SARAH J KNAUSS KING CITY OR 97224 4661 WILDWOOD ST LAKE OSWEGO OR 97035 2S11OCB80022 2S110CD06300 HAMMEL, RICHARD C HOLDEN, ELISABETH R 12045 SW IMPERIAL AVE 12000 SW KING GEORGE KING CITY OR 97224 KING CITY OR 97224 2S11OBCO2000 2S110BC05200 HANSEN, ERIC& LESLIE HONG,AMY&ANH 12096 SW ASPEN RIDGE DR 12285 SW THORNWOOD DR TIGARD OR 97224 TIGARD OR 97224 2S110BC06900 2S11OCB80000 HARRIS, DAVID J & MICHELLE A IMPERIAL COURT CONDO 2528 NW 141ST PL UNIT OWNERS PORTLAND OR 97229 00000 2S110CB80028 2S110C1390000 HARSHFIELD,JEANNE E IMPERIAL TERRACE CONDO 12025 SW IMPERIAL AVE UNIT OWNERS KING CITY OR 97224 00000 2S11OCA04500 2S11OBDO5200 HARVEY,ARTHUR R JENSEN, BRIGHAM C 15157 SW 119TH AVE JENSEN, CATHERINE L HUNTINGTON PORTLAND OR 97224 11945 SW VIEWCREST CT PORTLAND OR 97224 2S110CB80034 2S11OCB80014 HARVEY, EVA M JOHNSON, HANNI S 12005 SW IMPERIAL AVE 12088 SW KING ARTHUR ST#D KING CITY OR 97224 KING CITY OR 97224 I�o ®gam Wsa6p3 do-dod asodxa f jaded paa3 @L9Ls al.eldwal oAjaAV as0 A83"-09-008-6 ),an-aod paogaj al aalanaa fluawa6aey�ap suss @6g9 s QA213Att llaegeb al zaslll}t1 u�orlGane ap uie aan43ey el q zallda8 ; salad a salpei sa�anbg4 2S110BC11000 2S110CB01700 JOHNSTON, WILLIAM&LINDA KING CITY ASSOCIATES LLC 12042 SW STRINGER LN 3811 SW BARBUR BLVD TIGARD OR 97224 PORTLAND OR 97239 2S11OCB06300 2S11OCA04400 JONES,JOY L KING CITY NO 2 15270 SW TURNAGAIN DR OWNERS OF ALL LOTS TIGARD OR 97224 97223 2S110BCO2200 2S11OCB80016 KAEDING, GEORGE E&ELLEN E KLEARMAN, ELLIOT K&NANCY L 12012 SW ASPEN RIDGE DR 12065 SW IMPERIAL AVE TIGARD OR 97224 KING CITY OR 97224 2S11OBDO5300 2S11OCB90017 KAM, RICHARD LAWRENCE &LYNETTE KLINKER, MARGARET 11979 SW VIEWCREST CT 12120 SW ROYAL CT"B" TIGARD OR 97224 KING CITY OR 97224 2S110CB90001 2S110CA04000 KAPLAN, GLORIA KNAUSS, MARGARET ANN 12265 SW KING ARTHUR ST 14190 AMBERWOOD CIR KING CITY OR 97224 LAKE OSWEGO OR 97035 2S11OBC05900 2S110CB04600 KEHE FAMILY TRUST, THE KODACHAWAD, PADMAJARANI 12330 SW THORNWOOD DR GHONGADI, SHANTINATH TIGARD OR 97224 15245 SW TURNAGAIN DR TIGARD OR 97224 2S110CA03700 2S110CB90020 KEMP, EILEEN M TRUST KOMAREK, DOROTHY M 15125 SW 119TH AVE 12120-A SW ROYAL CT TIGARD OR 97224 KING CITY OR 97224 2S110CB90007 2S110BD06400 KERBY, LYNNOURE KUBISIAK, LAURA G&MICHAEL P 12215 SW KING ARTHUR ST 11960 SW ASPEN RIDGE DR KING CITY OR 97224 TIGARD OR 97224 2S11OBCO2100 2S11OBC05700 KIM, JIN YOUNG AND OK LAI, LONG S 12055 SW ASPEN RIDGE DR 12290 SW THORNWOOD DR TIGARD OR 97224 TIGARD OR 97224 2S11OCA00200 2S11OBC07400 KING CITY ASSOCIATES LLC LAVRINENKO, IGOR V& IRINA 3811 SW BARBUR BLVD 12340 SW ASPEN RIDGE DR PORTLAND OR 97239 TIGARD OR 97224 P ®,c .&%111'�w� wja6p3 do-dod asodxa T jaded paaA ®4gLs aleldwal ofuaw ash A2l3AV-09-008-L ,Wtin-dOd paogaa al aalanaa ivawa6ae4:)ap sua5 @L9Ls @AM3AV I!aegea al zasell�n i wo,•/Gane°mmm ap up aJny:)ey el a aalldaV ; salad a salpel sal4anl�l�3 2S11OCB90025 2S11OCB90012 LAZZARO, AGNES H MADDOX, RAY 1201 BENSKIN SW MADDOX, HELEN M CANTON OH 44710 12155 SW KING ARTHUR ST KING CITY OR 97224 2S110BC05400 2S11OCB02901 LE, HUY B& MALIK, VALERIE DO, MINH T WHITE, BEATRICE 12245 SW THORNWOOD DR %PARHAM, DIANNE TIGARD OR 97223 12040 SW PAR 4 DR KING CITY OR 97224 2S11OBDO5600 2S110CB80027 LEE, DANIEL H &MICHELLE M MARKEE LIVING TRUST 11904 SW VIEWCREST CT BY MARGY W MARKEE TR TIGARD OR 97224 12044B SW KING ARTHUR ST KING CITY OR 97224 2S11OCA04600 2S110CB05700 LEVERENZ, NATHAN B&JULIA M MARKS, RONALD 15171 SW 119TH AVE 15428 SW TURNAGAIN DR TIGARD OR 97224 TIGARD OR 97224 2S110BC07300 2S110CB02200 LIBBY FAMILY REV LIV TRUST MARTIN, MARY ANN BY ROBERT I/MENA ALIBBY TRS 12180 SW PAR 4 DR 12320 SW ASPEN RIDGE DR KING CITY OR 97224 TIGARD OR 97224 2S110CB80020 2S11OCB02900 LONG, S CAROLYN MEANS, RICHARD T& ELIZABETH F T 12066 SW KING ARTHUR ST#D 12020 SW PAR 4 DR KING CITY OR 97224 KING CITY OR 97224 2S110CB80018 2S110BD06700 LOSS, RAYMOND M MENIG, PAUL M &SUSAN L 12088 SW KING ARTHUR ST#A 11902 SW ASPEN RIDGE DR KING CITY OR 97224 TIGARD OR 97224 2S110CB06700 2S11OCB80001 LOTTRIDGE, MIKE W MERRICK, MICHAEL D 15305 SW 122ND AVE 14874 SW 106TH AVE TIGARD OR 97224 TIGARD OR 97224 2S110BD05500 2S11OCB80009 LOUIE, STEVEN P& MILLARD, LEONARD A BEVERLY LOUISE, TRUSTEES 12125 SW IMPERIAL AVE 11920 SW VIEWCREST CT KING CITY OR 97224 TIGARD OR 97224 2S110CB02300 2S11OCB80017 LOW, DAVID C& NANCY A MILLER, LINDA ANNE 12170 SW PAR 4 DR 12088 SW KING ARTHUR ST C KING CITY OR 97224 KING CITY OR 97224 .s.® �,� a �,,a6p3 do-dod asadxa ( Jaded paa3 @,L9Ls aleldwaL @AjaAd as0 I A2l3A�1-09-008-L ,wtin-dod p�oga�al aal�naa i,uawal5jey7 op sua5 @L965 oAa3AV lljegeb al zaslll}n i wox Ajane-MMM ap ule aan4�e4 el a zalldaa salad a sap �e;sauanblq 2S110CB04800 2S11OCB80003 MILSTED, SCOTT& OLSON, BONITA J STOVER-MILSTED, SUSAN L 12275 SW IMPERIAL AVE 15269 SW TURNAGAIN DR KING CITY OR 97224 PORTLAND OR 97223 2S110CA03600 2S11OCB80019 MORGAVI, ISADOR WILLIAM SR OLSON, HAROLD L AND DELLA C BY AYRES, WILLIAM G 15145 SW 119TH AVE 22971 SW HOSLER WAY TIGARD OR 97224 SHERWOOD OR 97140 2S11OCB90019 2S110CB02500 MULVIHILL, SHIRLEY A OLSON, LARENE REVOCABLE TRUST 12120 SW ROYAL CT#C BY OLSON, LARENE TR KING CITY OR 97224 8135 SW SENECA ST TUALATIN OR 97062 2S110CA02700 2S110CB80002 NELSON, GARY& MERRILY REVOC TRU OSBORN-RYAN, SHARON E 62237 WALLACE RD 12284 SW KING ARTHUR ST BEND OR 97701 KING CITY OR 97224 2S110CB80030 2S110BD06100 NESBITT, ELLEN MARIE PARK, SUN J 12044 SW KING ARTHUR#A 11915 SW ASPEN RIDGE DR KING CITY OR 97224 TIGARD OR 97224 2S110CB03000 2S110C1380021 NEWMAN, LARRY W PARKER, VERNA M NEWMAN, CALLY A 12066-B SW KING ARTHUR ST 15085 SW 122ND AVE KING CITY OR 97224 PORTLAND OR 97224 2S11OCB05800 2S110CB06000 NOVAK, JOHN C& KELLY A PASUMAMULA, GIRIDHAR& 15406 SW TURNAGAIN DR SHAILAJA TIGARD OR 97224 15362 SW TURNAGAIN DR TIGARD OR 97224 2S11OCA03000 2S110CB80035 O'MALLEY, MARGARET C PATTERSON, MARVIN WESLEY 11940 SW KING GEORGE DR 12022 SW KING ARTHUR ST#C KING CITY OR 97224 KING CITY OR 97224 2S110CB04200 2S110BC05500 O'NEILL, TODD A&JAMIE PETERS, RONALD D& ILA M 15157 SW 122ND AVE 12240 SW THORNWOOD DR TIGARD OR 97224 TIGARD OR 97224 2S11OCB04500 2S110CB90024 OLESON, DAVID EDWARD& PETERS, SHARON L OLESON, SHELLY DIANE 12084 SW ROYAL CT 15233 SW 122ND AVE KING CITY OR 97224 TIGARD OR 97224 T _ < . e.�tc I w�a6p3 do-dod asodxa 'f, jaded paa3 @L945 aleldwal®tiany asn AH3"-09-008-t ,,on-cod Paogaa al aalaAaa i luawa6ae43 ap suaS @L9I.5 @AH3AV tlaegeb al zaslmn wo:)-AjaAe-mmm ap ul;e aan43e4 el a zaildaH ; waled a salpe}sa:.anbl� 2S110BC06700 2S110CB90008 PHUA, DESMOND C RIHALA, ROBERT ROY&DEBRA LYNN TANG, LAI L 18535 SW EDGEWOOD CT 12305 SW ASPEN RIDGE DR LAKE OSWEGO OR 97035 TIGARD OR 97224 2S110BD05400 2S11OCB07100 PLANK, KIMBERLEY E MARSON & KEVI ROBERTS, LEAH M 11946 SW VIEWCREST CT ROBERTS, GIL W TIGARD OR 97224 15383 SW 122ND AVE TIGARD OR 97224 2S110CB80008 2S110BC01700 POOLE, PHILIP A&DARLENE G ROBINSON, CONSTANCE A 12250 SW KING ARTHUR ST 12000 SW VIEWCREST CT KING CITY OR 97224 TIGARD OR 97224 2S110CB03300 2S110BC01800 PURDY, CRAIG D ROBINSON, CONSTANCE A 2443 NW THURMON ST 12000 SW VIEWCREST CT PORTLAND OR 97210 TIGARD OR 97224 2S110CB02400 2S11OCB80007 PYTOSKY,JACK S &LORETTA B RODLUN, LAURELI 12160 SW PAR 4 DR 12255 SW IMPERIAL AVE KING CITY OR 97224 KING CITY OR 97224 2S110BC06600 2S11OBC06500 RAFTER, MARK P& EVA J SADIGHI, FREYDOON &ERIKA 12325 SW ASPEN RIDGE DR 12345 SW ASPEN RIDGE DR TIGARD OR 97224 TIGARD OR 97224 2S110CA04200 2S110CA03200 RANDALL, GARY L SANDBERG REVOCABLE TRUST 11777 SW BEEF BEND RD BY SANDBERG, ROBERT &SALLY TRS TIGARD OR 97224 11960 SW KING GEORGE DR KING CITY OR 97224 2S11OCA03900 2S110BD05000 RANDALL, GARY LEE SCHAER, RONALD F& KATHEY M 11777 SW BEEF BEND RD 11901 SW VIEWCREST CT TIGARD OR 97224 PORTLAND OR 97224 2S110BC05800 2S110CB01600 RAY, ROBIN SYDNE SCHWARTZ, CONTANCE J PO BOX 794 15474 SW 123RD CITY OF ORANGE CA 92856 KING CITY OR 97224 2S110CA04101 2S110CD06200 REED, MICHAEL&AUBREY SEIFER, SANDRA E REED, JOSEPH JR 11990 SW KING GEORGE DR 15166 SW 119TH AVE KING CITY OR 97224 TIGARD OR 97224 i .r^ A a�-ftn w,,a6p3 do-dod asodxa C Jaded paa3 @6965 aaeldwal @AjaAV asn A113AV-O9-008-L „Nan-aod paogaa al aalanaa i luawabaey,ap suag Q691.5 pAN3AV i!iegea al zaslmn +� worAaane MMM ap uge ain43e4 el a zalldaa ; v jolad a salpe}sa:4anbg4 2S110CD06100 2S110CA03800 SHAY, ELLEN STEPP, DONALD F 11980 SW KING GEORGE DR 15100 SW 119TH AVE KING CITY OR 97224 TIGARD OR 97223 2S110CB04000 2S110CB05900 SHELTON, DAVID A&KRISA L STINE, WILLIAM W& EILEEN G 15113 SW 122ND AVE 15384 SW TURNAGAIN DR TIGARD OR 97224 TIGARD OR 97224 2S110CA02500 2S110BD05700 SILLS, GAVIN R STRAND, MONTE D/KAREN L& 7830 SANTA THERSA DR GOUGE, VIRGINIA J GILROY CA 95020 11872 SW VIEWCREST CT TIGARD OR 97224 2S110CB80025 2S110CD06400 SLIPSAGER, KURT SUTTER, SUE E REVOCABLE LIVING T 17933 NW EVERGREEN PKWY#290 12010 SW KING GEORGE DR BEAVERTON OR 97006 KING CITY OR 97224 2S110CB80031 2S110BD07000 SMITH, DIANA L TANG, THOMAS W&PENNY LU 12015 SW IMPERIAL AVE 11876 SW ASPEN RIDGE DR KING CITY OR 97224 TIGARD OR 97224 2S110CB00201 2S110BC09600 SMITH, EULA L THORNWOOD HOMEOWNERS ASSN 15045 SW 122ND AVE BY VENTURE PROPERTIES, INC TIGARD OR 97224 4230 GALEWOOD ST, STE 100 LAKE OSWEGO OR 97035 2S110BD05100 2S110CB00300 SMURTHWAITE, THOMAS J& TIGARD WATER DISTRICT ROSEMARY A 8777 SW BURNHAM ST 11927 SW VIEWCREST CT TIGARD OR 97223 PORTLAND OR 97224 2S110CB80024 2S110BCO2400 SORENSON, MARY ANN TIGARD, CITY OF 12066 SW KING ARTHUR ST UNIT A 13125 SW HALL KING CITY OR 97224 TIGARD OR 97223 2S110CB80026 2S110CB90026 SPRINGER, SANDRA C TODOROV, ATANAS VANGELOV 12044-D SW KING ARTHUR ST 12072 SW ROYAL CT KING CITY OR 97224 KING CITY OR 97224 2S110CB02800 2S110CB02902 STARK-JONES, EDNA TRUST, THE TROUDT, LORINE H 12120 SW PAR 4 DR TROUDT, ROBERT W LIVING TRUST KING CITY OR 97224 12060 SW PAR 4 DR KING CITY OR 97224 ,Ia6P3 do-dod asodxa jaded paaJ o69Ls a;eldwal mfumy asn r A213RtJ-09-008-L ,�dn-dod paogaa al J819AOA t ivawaFaec{,ap staa, @L9Ls®AH3AV ilaegets al aaslllin wo�-aGane-A+mm ap cal}e aany�e4 el a aalldaa ; v aalad a salpel senanbai 2S11OBC06800 2S11OBC07200 TRUONG, HIEU ANH WELLS, ALEX M & KRISTINA M TON, HUONG NGUYEN 12300 SW ASPEN RIDGE DR 12275 SW ASPEN RIDGE DR TIGARD OR 97224 TIGARD OR 97224 2S11OCB90010 2S110CB80006 UNDERWOOD, PEARL WELP LIVING TRUST 12160 SW ROYAL CT BY ALLEN & BERNIECE E WELP TR KING CITY OR 97224 12262 SW KING ARTHUR ST KING CITY OR 97224 2S110BC10900 2S110CB90003 UTBERG, DOUGLAS JAMES&JASMINE WHITAKER, BARBARA WEST 12070 SW STRINGER LN PO BOX 148 TIGARD OR 97224 GLADSTONE OR 97027 2S110CB90014 2S110CB03700 VANALSTINE, ELISABETH J WHITNEY, TERRON MICHAEL&VIRGIN 12160 SW ROYAL CT#A 12344 SW AUTUMNVIEW ST KING CITY OR 97224 TIGARD OR 97224 2S11OCB03900 2S110CB90015 VANEEDEN, MARGARET CHARMAINE WILLIAMS, SUSAN MARIE 12310 SW AUTUMNVIEW ST 12123 SW KING ARTHUR CT TIGARD OR 97223 KING CITY OR 97224 2S110CA02600 2S110CB04100 VANSCHOTEN, MARGARET WONG, ROGER R&TAMARA J 11890 SW KING GEORGE DR HUFFORD-WONG REV LIV TRUST KING CITY OR 97224 15135 SW 122ND AVE PORTLAND OR 97224 2S11OCB02700 2S110CB80032 VONRUDEN, JACK J &RUBY I WRIGHT, GERALD J &JO ANN WRIGHT 12130 SW PAR 4 DR REVOCABLE LIVING TRUST KING CITY OR 97224 BY WRIGHT, GERALD J &JO ANN TRS 12022 D SW KING ARTHUR ST KING CITY OR 97224 2S110CB90009 2S110CB02903 WALKER, ROSS L&ANNETTE J XUE,JOHN S& LINDA A 12163 SW KING ARTHUR ST 12080 SW PAR 4 DR KING CITY OR 97224 KING CITY OR 97224 2S11OCB03100 2S11OCB80023 WALKER, SARAH E YARNO, WENDY L& GARY S 15097 SW 122ND AVE 50 ENCHANTED WAY TIGARD OR 97224 SEDONA AZ 86336 2S110CB01711 2S110CB07000 WARNOCK, MARGARET FAMILY TRUST YOUNG, DOUGLAS A&TERESA S 6095 SW OLD SCHOLLS FERRY RD 987 SOLANA CT PORTLAND OR 97223 MOUNTAIN VIEW CA 94040 -, m®_� mt� ,�,,a6pg do-dod asodxa I" laded peaq 0L%s aieldwa.,Q)iGaAg asn tasy reel—Laoeis AL , tsena along nne to , Use Avery®Template 51610 Feed Paper j expose Pop-up Edge TM AVERY®5161® j DON & DOROTHY ERDT The'o!!owing labels list interested persons who requested notice 13760 SW 121ST AVENUE re ANY development ANYWHERE it Tigard See Memo for File re TIGARD OR 97223 interested Parties Update,August 2012 BARRY ALBERTSON VANESSA FOSTER 15445 SW 150TH AVE 13085 SW HOWARD DR TIGARD OR 97224 TIGARD OR 97223 SUSAN BEILKE MONA KNAPP 11755 SW 114TH PLACE 9600 SW FREWING STREET TIGARD OR 97223 TIGARD, OR 97223 ELLEN BEILSTEIN BEVERLY FROUDE 14630 SW 139TH AVE 12200 SW BULL MOUNTAIN ROAD TIGARD OR 97224 TIGARD OR 97224 HEIDI BRENNEMAN NAOMI GALLUCCI 11680 SW TIGARD DRIVE 11285 SW 78T"AVENUE TIGARD OR 97223 TIGARD OR 97223 GRETCHEN BUEHNER CPO 413 MAILING ADDRESS 13249 SW 136TH PLACE 16200 SW PACIFIC HWY,STE H, BOX 242 TIGARD OR 97224 TIGARD OR 97224 REX CAFFALL KEVIN HOGAN 13205 SW VILLAGE GLENN 14357 SW 133RD AVENUE TIGARD OR 97223 TIGARD OR 97224 LORA GARLAND, CITY RECORDS HAROLD AND RUTH HOWLAND CITY OF TIGARD 13145 SW BENISH 13125 SW HALL BLVD TIGARD OR 97223 TIGARD OR 97223 PATRICIA KEERINS NOT* Don't mail the City of Tigard label 12195 SW 121ST AVE if there is already a label for City of Tigard TIGARD OR 97223 printed from the GIS labels list. WLN/SetUp/Labels/CIT Citywide Last Update:06 24 2013 ttiquettes faciles a peler c ♦ ; Repliez a la hachure afin de www.averycom i Easy Peer Laneis A► a vena along line to �(®5161 i Use Avery Template 51610 Feed Paper expose Pop-up Edge TM �'1 ALEXANDER CRAGHEAD JULIE RUSSELL,CPO 4B CHAIR 12205 SW HALL BOULEVARD 12662 SW TERRAVIEW DRIVE TIGARD OR 97223-6210 TIGARD OR 97224 GENE MILDREN BRAD SPRING MILDREN DESIGN GROUP 7555 SW SPRUCE STREET 7650 SW BEVELAND ST, STE 120 TIGARD OR 97223 TIGARD OR 97223 NATHAN AND ANN MURDOCK CHARLIE AND LARIE STALZER 7415 SW SPRUCE STREET 14781 SW JULIET TERRACE TIGARD OR 97223 TIGARD OR 97224 PATTY NEWTH ROSS SUNDBERG 12180 SW MERESTONE COURT 16382 SW 1047"AVE TIGARD OR 97223 TIGARD OR 97224 TODD HARDING&BLAKE HERING JR. WILLIAM S. FARGHER NORRIS BEGGS&SIMPSON EQUITY BUILDERS REALTY 121 SW MORRISON,SUITE 200 10300 SW 92ND AVENUE PORTLAND OR 97204 HAPPY VALLEY OR 97086 DAVID WALSH GLENNA THOMPSON 10236 SW STUART COURT 13676 SW HALL BLVD UNIT 2 TIGARD OR 97223 TIGARD OR 97223 SUE RORMAN BRIAN WEGENER 11250 SW 82ND AVE 9830 SW KIMBERLY DRIVE TIGARD OR 97223 TIGARD OR 97224 LISA HAMILTON, CPO 4B VICE CHAIR CAROL RENAUD—WACO CPO NEWSLETTER COORD. 13565 SW BEEF BEND ROAD OSU EXTENSION SVC-CITIZEN INVOLVEMENT FACULTY TIGARD OR 97224 155 NORTH IT AVENUE SUITE 200 MS48 HILLSBORO OR 97124 DAVID KIMMEL VICTOR DEFILIPPIS 1335 SW 66TH SUITE 201 13892 SW BRAYDON CT PORTLAND OR 97225 TIGARD OR 97224 RPLN/SetUp/Labels/CIT Citywide Last Update:06 24 2013 ttiquettes faciles a peter A ; Repliez A la hachure afin de www.avery.com i easy reei— Ldoeis A& beno among ime toyAVERY®5161 i Use Avery®Template 5161® Feed Paper ��� expose Pop-up EdgeTM ►=' j Pe�otts-li t to he notified a6rs�t �A�T,side No persons currently want to be notified about SOUTH d r or CENTRAL development ONLY: Jim Long, Chair,CPO 4M 10730 SW 72"d Ave Portland, OR 97223 DAYLE D.&EVELYN O.BEACH 11530 SW 72ND AVENUE TIGARD OR 97223 tPLN/SetUp/Labels/CIT Citywide Last Update:06 24 2013 ttiquettes faciles a peter_ _ A ; Repliez A la hachure afin de www.avery.com xis owexc a[.w soim+ntx ws ui.lxcx wus qrc I uvom wsuv[Ea �� / j \ I ��l I/ / rr %I I1- / /f �/Al I l��/ {ll�i f fill, Ill{ / �— //���/ /1 11/ji r I I / l // /C ! 1 1 1 1 1 f:- 1 ! / I{1/! r F{ / 111 I f II 1 1 1 I I / I/7 r ll 1 �I / i f �I� Iilll ' rr� �/ ll�llT�� l �lt \l \I\\\\\\I111111\11111111111111111 V ill��rlill�lIlllllll IIjj 1// /I' f I , II IIiI \Ii/�f/���� ��1/ �Pal�ll\\\\\\�\�I 1l II I ! 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VA F>V A \\VVA A A\VA\\V A V A\\\VAA VA\\VA VA\VA�vv}4\11\\Vll \ ��11�1<y`�vv��� v v vv�v�����vv���v��v vvvAAvvvvvvvvvvvvvvvAvvvvvv�vvvvvvAvvnv�A vvvvvvvv_ �wvvvvv���� va v vvv v v vv vvvvvv vv vv v vvv vvvvv vA v v v �- `vvvv o rn vvvvvv v v �,' vv vvvv '�vvvvv v vvvvvvvvvvvvvv vvvv vvvv vvvvvv' \� v�Avv �v`�vvvvv��� -NN vVA \)\v o\\ A\A AVS\� A Vl 1!\(\\ \\ �VA\\\VA A�1 \ \ \ \ \ \ \ 1 V A\VAVAA AVAV A \vA\VA \\\\ \ \\\ I F $m R F5 $Y SIp R F e tl � S 4 Q� Nt5 FNGINFEPING r1l0 FOx6,LT,LLC m E SOUTH VIEW HEIGHTS , TM�r /�/ PRE-DEVELOPED BASIN w;� N= 1 �A DELINEATION TIGARD OREGON ENGINEERING PLANNING SURVEYING FORESTRY LANDSCAPE ARCHITECTURE 1S Ba E. in 1 AR 12" Cc ncrete 2S Basin 2 A2R 21 " Concrete �Sub7cat Reach On FU n1k Drainage Diagram for 3252 Prelim PreDev Storm Evaluation,E Basi Prepared by AKS Engineering&Forestry(PAS), Printed 10/2/2013 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC 3252 Prelim PreDev Storm Evaluation, E Basin Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 10/2/2013 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 6 Summary for Pond 1R: 12" Concrete Inflow Area = 177,187 sf, 0.00% Impervious, Inflow Depth > 1.38" Inflow = 1.12 cfs @ 8.05 hrs, Volume= 20,410 cf Outflow = 1.12 cfs @ 8.05 hrs, Volume= 20,410 cf, Atten= 0%, Lag= 0.0 min Primary = 1.12 cfs @ 8.05 hrs, Volume= 20,410 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 285.99' @ 8.05 hrs Flood Elev= 292.75' Device Routing Invert Outlet Devices #1 Primary 285.25' 12.0" x 15.0' long Culvert Ke= 0.500 Outlet Invert= 285.25' S= 0.0000 T Cc= 0.900 n= 0.013 Concrete pipe, bends & connections Primary OutFlow Max=1.12 cfs @ 8.05 hrs HW=285.99' TW=283.10' (Dynamic Tailwater) L1=Culvert (Barrel Controls 1.12 cfs @ 2.49 fps) Pond 1R: 12" Concrete Hydrograph 1 17 cfc Primary Inflow x1.12 cfs Inflow Area=177,187 sf 1 Peak Elev=285.99' 12.0" x 15.0' Culvert N V 3 O LL / V 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PreDev Storm Evaluation, E Basin Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 10/2/2013 HydroCAD®8.50 s/n 005096 @2007 HydroCAD Software Solutions LLC Page 7 Summary for Pond 2R: 21" Concrete Inflow Area = 189,154 sf, 2.15% Impervious, Inflow Depth > 1.42" Inflow = 1.24 cfs @ 8.04 hrs, Volume= 22,360 cf Outflow = 1.24 cfs @ 8.04 hrs, Volume= 22,360 cf, Atten= 0%, Lag= 0.0 min Primary = 1.24 cfs @ 8.04 hrs, Volume= 22,360 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 283.10' @ 8.04 hrs Flood Elev= 285.85' Device Routing Invert Outlet Devices #1 Primary 282.62' 21.0" x 108.0' long Culvert Ke= 0.500 Outlet Invert= 281.56' S= 0.0098 '/' Cc= 0.900 n= 0.013 Primary OutFlow Max=1.24 cfs @ 8.04 hrs HW=283.10' (Free Discharge) t1=Culvert (Inlet Controls 1.24 cfs @ 2.35 fps) Pond 2R: 21" Concrete Hydrograph - — Inflow � 1_d� rf� G Primary 1.24 cfs Inflow Area=189,154 sf Peak Elev=283.10' 21 .0" x 108.0' Culvert N U 3 0 LL 0':., 0 1 2 3 4 5 6 7 T''9 1'6777"2' 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 100D Basin 100 - Post AR 12" Cc ncrete CB 2 R 21 " Concrete jbcat Reach Pond' Link Drainage Diagram for 3252 Prelim PostDev Storm Evaluation,E Basi -- � Prepared by AKS Engineering& Forestry(PAS), Printed 10/2/2013 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC 3252 Prelim PostDev Storm Evaluation, E Basin Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 10/2/2013 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment 10OD: Basin 100 - Post Runoff = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf, Depth> 1.52" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=3.90" Area (sf) CN Description 67,145 74 Lawns, landscaped yards, Good Condition, C Soil 67,145 Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.1 50 0.1500 0.20 Sheet Flow, Sheet Flow Grass: Dense n= 0.240 P2= 2.50" 4.7 550 0.1500 1.94 Shallow Concentrated Flow, Shallow concentrated flow Woodland Kv= 5.0 fps 8.8 600 Total Subcatchment 10OD: Basin 100 - Post Hydrograph 0.55 0.50 CfS ❑Runoff 05 � Type IA 24-hr 0.45 Rainfall=3.90" 04 Runoff Area=67,145 sf 0.35 Runoff Volume=8,484 cf 03 Runoff Depth>1.52" LL 0.25 Flow Length=600' 0.2 Slope=0.1500 '/' 0.15 Tc=8.8 min 0.1 0.05 0 _.. .. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) r� 3252 Prelim PostDev Storm Evaluation, E Basin Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 10/2/2013 HydroCAD®8.50 s/n 005096 @2007 HydroCAD Software Solutions LLC Page 5 Summary for Pond 1R: 12" Concrete Inflow Area = 67,145 sf, 0.00% Impervious, Inflow Depth > 1.52" Inflow = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf Outflow = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf, Atten= 0%, Lag= 0.0 min Primary = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 285.74' @ 8.03 hrs Flood Elev= 292.75' Device Routing Invert Outlet Devices #1 Primary 285.25' 12.0" x 15.0' long Culvert Ke= 0.500 Outlet Invert= 285.25' S= 0.0000 T Cc= 0.900 n= 0.013 Concrete pipe, bends & connections Primary OutFlow Max=0.50 cfs @ 8.03 hrs HW=285.74' TW=283.48' (Dynamic Tailwater) t-1=Culvert (Barrel Controls 0.50 cfs @ 1.91 fps) Pond 1 R: 12" Concrete Hydrograph Inflow 0.55 ❑Primary 0.50 cfs0.5 Inflow Area=67,145 sf 0.45 Peak Elev=285.74' 0.4- 12.0" x 15.0' Culvert 0.35- N � 0.3 3 0.25 LL 0.2- 0.15- 0.1- 0.05- 0 .20.15 0.1 0.050 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, E Basin Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 10/2/2013 HydroCAD®8.50 s/n 005096 @2007 HydroCAD Software Solutions LLC Page 6 Summary for Pond 2R: 21" Concrete Inflow Area = 67,145 sf, 0.00% Impervious, Inflow Depth > 1.52" Inflow = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf Outflow = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf, Atten= 0%, Lag= 0.0 min Primary = 0.50 cfs @ 8.03 hrs, Volume= 8,484 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 283.48' @ 8.03 hrs Flood Elev= 286.72' Device Routing Invert Outlet Devices #1 Primary 282.62' 21.0" x 108.0' long Culvert Ke= 0.500 Outlet Invert= 281.56' S= 0.0098 T Cc= 0.900 n= 0.130 Primary OutFlow Max=0.50 cfs @ 8.03 hrs HW=283.48' (Free Discharge) t-1=Culvert (Barrel Controls 0.50 cfs @ 0.62 fps) Pond 2R: 21" Concrete Hydrograph 0.55 �_- } Inflow 0.50 cfs 0.5 InflowArea=67,145 sf El Primary 0.45 Peak Elev=283.48' 0.4 21 .0" x 108.0' Culvert 0 35 N 0.3 3 LL 0.25 0.2 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 7''T''10 11 11 12 13 14 15 1'6-17'17 19 20 21 22 23 24 Time (hours) 3S 74S Ba in 3 Basin 4 4R 3R 12" Conc 15" Ductile OSubcat [eac]h on PLink Drainage Diagram for 3252 Prelim PreDev Storm Evaluation,W Basi -- , Prepared by AKS Engineering&Forestry(PAS), Printed 9/30/2013 HydroCAD®8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC 3252 Prelim PreDev Storm Evaluation, W Basin -� Prepared by AKS Engineering & Forestry (PAS) Printed 9/30/2013 HydroCAD®8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 109,948 71 Meadow covered slope, C Soil (3S,4S) 2,600 89 Gravel driveway (3S) 1,600 98 Beef Bend pavements (4S) 3,300 98 Beef Bend pavements&side (3S) 1,300 98 Concrete driveway (3S) 900 98 Existing structure roofs (3S) 500 98 Old house (4S) 120,148 TOTAL AREA 3252 Prelim PreDev Storm Evaluation, W Basin Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 9/30/2013 HydroCAD®8.50 s/n 005096 @2007 HydroCAD Software Solutions LLC Page 7 Summary for Reach 3R: 12" Conc Inflow Area = 8,593 sf, 24.44% Impervious, Inflow Depth > 1.80" Inflow = 0.08 cfs @ 7.97 hrs, Volume= 1,291 cf Outflow = 0.08 cfs @ 8.00 hrs, Volume= 1,288 cf, Atten= 0%, Lag= 1.6 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 1.22 fps, Min. Travel Time= 2.3 min Avg. Velocity = 0.75 fps, Avg. Travel Time= 3.7 min Peak Storage= 11 cf @ 8.00 hrs, Average Depth at Peak Storage= 0.14' Defined Flood Depth= 287.16', Capacity at Flood Depth= -2,301.68 cfs Bank-Full Depth= 1.00', Capacity at Bank-Full= 1.92 cfs 12.0" Diameter Pipe, n= 0.013 Length= 169.0' Slope= 0.0029 T Inlet Invert= 284.05', Outlet Invert= 283.56' 0 Reach 3R: 12" Conc Hydrograph nflow 0.09 ❑Outflow 0.065 0.08 cfs Inflow Area=8,593 sf 0.08 °.075 Avg. Depth=0.14' 0.07 0.065- Max Vel=1 .22 fps 0.06 D=12.0" 0.055- 0.05 .055-0 05 n=0.013 0.045 0.04 L=169.0' .03'0° 35 0.03- 0 025 .025 ✓ :�..-'� 92 cfs 0.02 0.015 0.01 0.005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14-'1'5 16-17 18 19-20 21 22 23 24 Time (hours) 3252 Prelim PreDev Storm Evaluation, W Basin Type /A 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 9/30/2013 HydroCAD®8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 8 Summary for Reach 4R: 15" Ductile Inflow Area = 120,148 sf, 6.33% Impervious, Inflow Depth > 1.47" Inflow = 0.84 cfs @ 8.05 hrs, Volume= 14,742 cf Outflow = 0.84 cfs @ 8.05 hrs, Volume= 14,740 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 5.73 fps, Min. Travel Time= 0.2 min Avg. Velocity = 3.64 fps, Avg. Travel Time= 0.2 min Peak Storage= 8 cf @ 8.05 hrs, Average Depth at Peak Storage= 0.22' Defined Flood Depth= 285.45', Capacity at Flood Depth= -11,728.98 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 12.31 cfs 15.0" Diameter Pipe, n= 0.013 Length= 54.0' Slope= 0.0363 T Inlet Invert= 282.30', Outlet Invert= 280.34' 0 Reach 4R: 15" Ductile Hydrograph Inflow 0.90 Outflow 0.85 0.84 cfs - Inflow Area=120,148 sf 0075 Avg. Depth=0.22' 0.7 Max Vel=5.73 fps 0.65 0.6 D=15.0" 0.55 t/1 0.5 n=0.013 3 0,45- LL 0.4 L=54.0' °0 3 S=0.0363 T 025- �c 0.2' 0.15 0.1 0.05. 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1j5 16 17 18 19 20 21 22 23 24 Time (hours) Ii n 300 CB MH �Storrnwater Quality Manhole VS Vegetated ater Quality S ale 400D Basir 400 4.1 R 12" VC 3R 12" PVC Q/ 15" PVC 4R 15"DI 6R 15"Con c to 600D) Basin 600 Subcat iReach POn [�ik Drainage Diagram for 3252 Prelim PostDev Storm Evaluation,W Basi Prepared by AKS Engineering&Forestry(PAS), Printed 1/23/2014 HydroCAD®8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC 3252 Prelim PostDev Storm Evaluation, W Basin Type /A 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 7 Summary for Reach MR: 15" PVC Inflow Area = 7,770 sf, 27.67% Impervious, Inflow Depth > 2.03" for 25-Year event Inflow = 0.09 cfs @ 7.97 hrs, Volume= 1,315 cf Outflow = 0.09 cfs @ 7.98 hrs, Volume= 1,314 cf, Atten= 0%, Lag= 0.7 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 1.46 fps, Min. Travel Time= 1.0 min Avg. Velocity = 0.88 fps, Avg. Travel Time= 1.7 min Peak Storage= 5 cf @ 7.98 hrs, Average Depth at Peak Storage= 0.12' Defined Flood Depth= 285.46', Capacity at Flood Depth= -4,368.33 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 4.58 cfs 15.0" Diameter Pipe, n= 0.013 Length= 87.4' Slope= 0.0050 T Inlet Invert= 281.22', Outlet Invert= 280.78' 0 Reach 3.5R: 15" PVC Hydrograph - Inflow 0 095 ❑Outflow 0.09 0.09 cis-T-1Inflow Area=7,770 sf 0.085 0.08 Avg. Depth=0.12' 0075 0.07 Max Vel=1 .46 fps 0.065 0.06 D=15.0„ N 0,055 n=0.013 0.05 0 0.045 LL L=87.4' 0.04 Q 0 035 S=0.0050 T 0.03 0025 "^'""'f'ity=4.58 cfs 0.02 0.015 11 0.01 0.005-: 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Type /A 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 8 Summary for Reach 3R: 12" PVC Inflow Area = 7,770 sf, 27.67% Impervious, Inflow Depth > 2.03" for 25-Year event Inflow = 0.09 cfs @ 7.95 hrs, Volume= 1,317 cf Outflow = 0.09 cfs @ 7.97 hrs, Volume= 1,315 cf, Atten= 0%, Lag= 0.6 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 1.91 fps, Min. Travel Time= 0.8 min Avg. Velocity = 1.15 fps, Avg. Travel Time= 1.4 min Peak Storage= 4 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.11' Defined Flood Depth= 286.49', Capacity at Flood Depth= -4,271.15 cfs Bank-Full Depth= 1.00', Capacity at Bank-Full= 3.57 cfs 12.0" Diameter Pipe, n= 0.013 Length= 96.7' Slope= 0.0100 '/' Inlet Invert= 282.47', Outlet Invert= 281.50' 0 Reach 3R: 12" PVC Hydrograph Inflow 0.095Outflow °.09 cfs 0.09 Inflow Area=7,770 sf 0.085 0.08 Avg. Depth=0.11' 0.075 0.071 Max Vel=1 .91 fps 0.065 0.06 D=12.0" y M55 n=0.013 0.05 o °045 LL L=96.7' 0.04- &035 0.03 0.025; ^��-%^ifv=3.57 cfs 002 0.015 0.01 0.005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Type IA 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 9 Summary for Reach 4AR: 12" PVC Inflow Area = 216,710 sf, 65.24% Impervious, Inflow Depth > 2.81" for 25-Year event Inflow = 3.63 cfs @ 7.97 hrs, Volume= 50,715 cf Outflow = 3.63 cfs @ 7.97 hrs, Volume= 50,712 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 13.72 fps, Min. Travel Time= 0.1 min Avg. Velocity = 7.94 fps, Avg. Travel Time= 0.1 min Peak Storage= 18 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.37' Bank-Full Depth= 1.00', Capacity at Bank-Full= 12.42 cfs 12.0" Diameter Pipe, n= 0.013 Length= 67.6' Slope= 0.1214 T Inlet Invert= 289.45', Outlet Invert= 281.24' 0 Reach 4.1 R: 12" PVC Hydrograph Inflow 4 10 Outflow 3.63 cfs Inflow Area=216,710 sf Avg. Depth=0.37' 3 Max Vel=13.72 fps D=12.0" n=0.013 � 2 ° L=67.6' LL S=0.1214 '/' `r Capacity=12.42 cfs 1 � 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Type IA 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 10 Summary for Reach 4R: 15" DI Inflow Area = 224,480 sf, 63.94% Impervious, Inflow Depth > 2.78" for 25-Year event Inflow = 3.72 cfs @ 7.97 hrs, Volume= 52,026 cf Outflow = 3.72 cfs @ 7.97 hrs, Volume= 52,021 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 4.11 fps, Min. Travel Time= 0.1 min Avg. Velocity = 2.50 fps, Avg. Travel Time= 0.2 min Peak Storage= 26 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.86' Defined Flood Depth= 285.45', Capacity at Flood Depth= -4,307.35 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 4.52 cfs 15.0" Diameter Pipe, n= 0.013 Length= 28.6' Slope= 0.0049 T Inlet Invert= 280.58', Outlet Invert= 280.44' 0 Reach 4R: 15" DI Hydrograph --- nflow 79 r 40 Outflow 3.72 cfs Inflow Area=224,480 sf Avg. Depth=0.86' 3 Max Vel=4.11 fps D=15.0" n=0.013 2 L=28.6' S=0.0049 T 1 Capacity=4.52 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Type IA 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 11 Summary for Reach 6R: 15" Concrete Inflow Area = 240,465 sf, 64.93% Impervious, Inflow Depth > 2.80" for 25-Year event Inflow = 4.00 cfs @ 7.96 hrs, Volume= 56,181 cf Outflow = 4.00 cfs @ 7.97 hrs, Volume= 56,157 cf, Atten= 0%, Lag= 0.4 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 6.07 fps, Min. Travel Time= 0.5 min Avg. Velocity = 3.51 fps, Avg. Travel Time= 0.9 min Peak Storage= 132 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.66' Defined Flood Depth= 284.19', Capacity at Flood Depth= -6,907.16 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 7.28 cfs 15.0" Diameter Pipe, n= 0.013 Length= 200.0' Slope= 0.0127 '/' Inlet Invert= 280.24', Outlet Invert= 277.70' 0 Reach 6R: 15" Concrete Hydrograph �-- -] Inflow nne- cOutflow 4.00 cfs 4 Inflow Area=240,465 sf Avg. Depth=0.66' Max Vel=6.07 fps 3 D=15.0" Z. n=0.013 2 L=200.0' S=0.0127 '/' 1 Capacity=7.28 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Type /A 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 12 Summary for Reach VS: Vegetated Water Quality Swale Inflow Area = 216,710 sf, 65.24% Impervious, Inflow Depth > 2.82" for 25-Year event Inflow = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf Outflow = 3.63 cfs @ 7.97 hrs, Volume= 50,715 cf, Atten= 1%, Lag= 3.8 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 0.36 fps, Min. Travel Time= 5.0 min Avg. Velocity = 0.22 fps, Avg. Travel Time= 8.3 min Peak Storage= 1,095 cf @ 7.97 hrs, Average Depth at Peak Storage= 1.35' Bank-Full Depth= 2.50', Capacity at Bank-Full= 15.86 cfs 2.00' x 2.50' deep channel, n= 0.240 Sheet flow over Dense Grass Side Slope Z-value= 4.0 '/' Top Width= 22.00' Length= 110.0' Slope= 0.0050 '/' Inlet Invert= 290.00', Outlet Invert= 289.45' Reach VS: Vegetated Water Quality Swale Hydrograph Inflow 4 3.67 f I❑outflow 3.63 cfs Inflow Area=216,710 sf Avg. Depth=1 .35' 3 Max Vel=0.36 fps n=0.240 L=110.0' 2- S=0.0050 T Capacity=15.86 cfs o % 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18-177779-26717'22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Type IA 24-hr 25-Year Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCAD®8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 13 Summary for Pond MH: Stormwater Quality Manhole Inflow Area = 216,710 sf, 65.24% Impervious, Inflow Depth > 2.82" for 25-Year event Inflow = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf Outflow = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf, Atten= 0%, Lag= 0.0 min Primary = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 292.39' @ 7.92 hrs Flood Elev= 304.00' Device Routing Invert Outlet Devices #1 Primary 290.26' 12.0" x 51.0' long Culvert CMP, square edge headwall, Ke= 0.500 Outlet Invert= 290.00' S= 0.0051 T Cc= 0.900 n= 0.013 Primary OutFlow Max=3.66 cfs @ 7.91 hrs HW=292.39' TW=291.34' (Dynamic Tailwater) t1=Culvert (Outlet Controls 3.66 cfs @ 4.66 fps) Pond MH: Stormwater Quality Manhole Hydrograph ---- F I iow 4 1 3 7 ❑Primary 3.67 cfs Inflow Area=216,710 sf Peak Elev=292.39' 3 12.0" x 51 .0' Culvert Vl U 3 2 O LL 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3000 Ban 300 MH S rater Quality Manhole V""""""'S Vegetated Iter Quality Sle 400 D. 1200D 13ooD 11000 900D 12"P�C Basi 400 3000Di (1500D> Bas 1200 ` 111b Basi 900 Basi 800 ____ Basin 13 0 Basin 1100 ' Bull Mtn Ba— Basin 1500 3R 1 PVC 7R 4— 15"PVC 11R 4 -- 10R �— 9R 4— 8R a— 15"DI o-- 18" ncr 15"CoRcrele _ I 15" trete Outflow Ch p ete 18"Concrete 21'CoOcrete 18"Concrete Channel IDischarge 700D 600D` Basin 500 �1000D Basin 700 Basin 600 Basin 1400 Basin 1000 Subcat. ;Reach) on �Lik Drainage Diagram for 3252 Prelim PostDev Storm Evaluation,W Basin Downstrea Prepared by AKS Engineering&Forestry(PAS), Printed 1/23/2014 HydroCADO 8.50 s/n 005096 0 2007 HydroCAD Software Solutions LLC 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 19 Summary for Reach 3.5R: 15" PVC Inflow Area = 12,096 sf, 53.54% Impervious, Inflow Depth > 2.61" Inflow = 0.18 cfs @ 7.92 hrs, Volume= 2,634 cf Outflow = 0.18 cfs @ 7.93 hrs, Volume= 2,633 cf, Atten= 0%, Lag= 0.6 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 1.81 fps, Min. Travel Time= 0.8 min Avg. Velocity = 1.02 fps, Avg. Travel Time= 1.4 min Peak Storage= 9 cf @ 7.93 hrs, Average Depth at Peak Storage= 0.17' Defined Flood Depth= 285.46', Capacity at Flood Depth= -4,368.33 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 4.58 cfs 15.0" Diameter Pipe, n= 0.013 Length= 87.4' Slope= 0.00507' Inlet Invert= 281.22', Outlet Invert= 280.78' 0 Reach 3.5R: 15" PVC Hydrograph 0 2 -] Inflow 0 18 0 Outflow 0.18 cfs Inflow Area=12,096 sf 016 Avg. Depth=0.17' 015- Max Vel=1 .81 fps 0.14 0.12 D=15.0" n=0.013 0.1 LL o.09 L=87.4' 0.06 0.07 S=0.0050 T 0.06 0.05 Capacity=4.58 cfs 0.04 0.03 0.02 0.01 0- 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 20 Summary for Reach 3R: 12" PVC Inflow Area = 12,096 sf, 53.54% Impervious, Inflow Depth > 2.62" Inflow = 0.18 cfs @ 7.91 hrs, Volume= 2,636 cf Outflow = 0.18 cfs @ 7.92 hrs, Volume= 2,634 cf, Atten= 0%, Lag= 0.5 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 2.37 fps, Min. Travel Time= 0.7 min Avg. Velocity = 1.34 fps, Avg. Travel Time= 1.2 min Peak Storage= 7 cf @ 7.92 hrs, Average Depth at Peak Storage= 0.15' Defined Flood Depth= 286.49', Capacity at Flood Depth= -4,271.15 cfs Bank-Full Depth= 1.00', Capacity at Bank-Full= 3.57 cfs 12.0" Diameter Pipe, n= 0.013 Length= 96.7' Slope= 0.0100 T Inlet Invert= 282.47', Outlet Invert= 281.50' 0 Reach 3R: 12" PVC Hydrograph 0.2Inflow ❑Outflow 0.19 0.18 o.�s cfs Inflow Area=12,096 sf 0.16 Avg. Depth=0.15' 015 Max Vel=2.37 fps 0.14 0.13 D=12.0" 0.11 n=0.013 3 0.1 LL 0.09 L=96.7' 0.08 0.07- S=0.0100 T 0.06 0.05 Capacity=3.57 cfs 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1'67671 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type /A 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 21 Summary for Reach 4.1 R: 12" PVC Inflow Area = 216,710 sf, 65.24% Impervious, Inflow Depth > 2.81" Inflow = 3.64 cfs @ 7.96 hrs, Volume= 50,733 cf Outflow = 3.64 cfs @ 7.96 hrs, Volume= 50,730 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 12.79 fps, Min. Travel Time= 0.1 min Avg. Velocity = 7.41 fps, Avg. Travel Time= 0.2 min Peak Storage= 19 cf @ 7.96 hrs, Average Depth at Peak Storage= 0.39' Bank-Full Depth= 1.00', Capacity at Bank-Full= 11.27 cfs 12.0" Diameter Pipe, n= 0.013 Length= 67.6' Slope= 0.1000 '/' Inlet Invert= 288.00', Outlet Invert= 281.24' 0 Reach 4.1 R: 12" PVC Hydrograph --- F I nflow 4 1 D Outflow 3.64 cfs Inflow Area=216,710 sf Avg. Depth=0.39' 3 Max Vel=12.79 fps D=12.0" y n=0.013 LL 2 L=67.6' S=0.1000 '/' Capacity=11 .27 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type /A 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 22 Summary for Reach 4R: 15" DI Inflow Area = 228,806 sf, 64.62% Impervious, Inflow Depth > 2.80" Inflow = 3.81 cfs @ 7.96 hrs, Volume= 53,362 cf Outflow = 3.81 cfs @ 7.96 hrs, Volume= 53,357 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 4.13 fps, Min. Travel Time= 0.1 min Avg. Velocity = 2.39 fps, Avg. Travel Time= 0.2 min Peak Storage= 26 cf @ 7.96 hrs, Average Depth at Peak Storage= 0.88' Defined Flood Depth= 285.45', Capacity at Flood Depth= -4,307.35 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 4.52 cfs 15.0" Diameter Pipe, n= 0.013 Length= 28.6' Slope= 0.0049 T Inlet Invert= 280.58', Outlet Invert= 280.44' 0 Reach 4R: 15" DI Hydrograph Inflow a fs :1 Outflow 3.81 c Inflow Area=228,806 sf Avg. Depth=0.88' 3 Max Vel=4.13 fps D=15.0" n=0.013 U 2 L=28.6' S=0.0049 T Capacity=4.52 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 23 Summary for Reach 6R: 15" Concrete Inflow Area = 244,791 sf, 65.54% Impervious, Inflow Depth > 2.82" Inflow = 4.11 cfs @ 7.96 hrs, Volume= 57,510 cf Outflow = 4.11 cfs @ 7.97 hrs, Volume= 57,485 cf, Atten= 0%, Lag= 0.4 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 6.11 fps, Min. Travel Time= 0.5 min Avg. Velocity = 3.44 fps, Avg. Travel Time= 1.0 min Peak Storage= 135 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.67' Defined Flood Depth= 284.19', Capacity at Flood Depth= -6,907.16 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 7.28 cfs 15.0" Diameter Pipe, n= 0.013 Length= 200.0' Slope= 0.0127 '/' Inlet Invert= 280.24', Outlet Invert= 277.70' 0 Reach 6R: 15" Concrete Hydrograph deL1_cfs El Inflow Outflow L4.11 cfs Inflow Area=244,791 sf 4 Avg. Depth=0.67' Max Vel=6.11 fps 3 D=15.0" n=0.013 LL 2 L=200.0' r S=0.0127 T 1 Capacity=7.28 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 24 Summary for Reach 7R: 15" Concrete Inflow Area = 529,941 sf, 32.54% Impervious, Inflow Depth > 2.05" Inflow = 5.85 cfs @ 8.01 hrs, Volume= 90,478 cf Outflow = 5.85 cfs @ 8.02 hrs, Volume= 90,465 cf, Atten= 0%, Lag= 0.2 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 9.08 fps, Min. Travel Time= 0.2 min Avg. Velocity = 5.25 fps, Avg. Travel Time= 0.3 min Peak Storage= 62 cf @ 8.02 hrs, Average Depth at Peak Storage= 0.65' Defined Flood Depth= 282.63', Capacity at Flood Depth= -10,353.76 cfs Bank-Full Depth= 1.25', Capacity at Bank-Full= 10.97 cfs 15.0" Diameter Pipe, n= 0.013 Length= 96.0' Slope= 0.0289 T Inlet Invert= 277.41', Outlet Invert= 274.64' 0 Reach 7R: 15" Concrete Hydrograph Inflow Outflow 6175—.8555-8c-9fs j Inflow Area=529,941 sf Avg. Depth=0.65' 5 Max Vel=9.08 fps 4 D=15.0" n=0.013 3 L=96.0' 2- ^-M�^ ,=.' 0.97 cfs 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 25 Summary for Reach 8R: 18" Concrete Inflow Area = 540,379 sf, 32.22% Impervious, Inflow Depth > 2.04" Inflow = 5.93 cfs @ 8.01 hrs, Volume= 91,846 cf Outflow = 5.93 cfs @ 8.02 hrs, Volume= 91,829 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 11.93 fps, Min. Travel Time= 0.2 min Avg. Velocity = 6.76 fps, Avg. Travel Time= 0.4 min Peak Storage= 73 cf @ 8.02 hrs, Average Depth at Peak Storage= 0.49' Defined Flood Depth= 279.70', Capacity at Flood Depth= -20,224.26 cfs Bank-Full Depth= 1.50', Capacity at Bank-Full= 26.02 cfs 18.0" Diameter Pipe, n= 0.013 Length= 147.0' Slope= 0.0614T Inlet Invert= 274.30', Outlet Invert= 265.28' 0 Reach 8R: 18" Concrete Hydrograph Inflow ❑Outflow 5.93 cfs 6 Inflow Area=540,379 sf Avg. Depth=0.49' 5 Max Vel=11 .93 fps 4 D=18.0" n=0.013 3 L=147.0' S=0.0614 '/' 2 26.02 cfs 1 0 , 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type /A 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 26 Summary for Reach 9R: 18" Concrete Inflow Area = 559,142 sf, 33.99% Impervious, Inflow Depth > 2.08" Inflow = 6.28 cfs @ 8.01 hrs, Volume= 96,980 cf Outflow = 6.28 cfs @ 8.01 hrs, Volume= 96,964 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 13.67 fps, Min. Travel Time= 0.2 min Avg. Velocity = 7.70 fps, Avg. Travel Time= 0.3 min Peak Storage= 71 cf @ 8.01 hrs, Average Depth at Peak Storage= 0.46' Defined Flood Depth= 270.78', Capacity at Flood Depth= -23,126.96 cfs Bank-Full Depth= 1.50', Capacity at Bank-Full= 30.74 cfs 18.0" Diameter Pipe, n= 0.013 Length= 154.0' Slope= 0.0856 T Inlet Invert= 264.93', Outlet Invert= 251.74' 0 Reach 9R: 18" Concrete Hydrograph 7 Inflow ❑Outflow 6.28 ifs Inflow A rea=559,142 sf 6 Avg. Depth=0.46' 5 Max Vel=13.67 fps D=18.0" 4 n=0.013 LL 3 L=154.0' 2 ^^'%-3f`ity=30.74 cfs 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 27 Summary for Reach 1OR: 18" Concrete Inflow Area = 952,917 sf, 48.85% Impervious, Inflow Depth > 2.42" Inflow = 13.03 cfs @ 7.95 hrs, Volume= 191,986 cf Outflow = 13.03 cfs @ 7.96 hrs, Volume= 191,958 cf, Atten= 0%, Lag= 0.1 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 14.85 fps, Min. Travel Time= 0.2 min Avg. Velocity = 8.43 fps, Avg. Travel Time= 0.3 min Peak Storage= 138 cf @ 7.96 hrs, Average Depth at Peak Storage= 0.75' Defined Flood Depth= 257.29', Capacity at Flood Depth= -18,800.69 cfs Bank-Full Depth= 1.50', Capacity at Bank-Full= 26.31 cfs 18.0" Diameter Pipe, n= 0.013 Length= 157.0' Slope= 0.0627Y Inlet Invert= 251.44', Outlet Invert= 241.59' 0 Reach 10R: 18" Concrete Hydrograph Inflow 14 13.03 cfs 13 Inflow Area=952,917 sf Outflow 12-rAvg. Depth=0.75' 11- Max Vel=14.85 fps 10 9- D=18.0" N 8: n=0.013 6: L=157.0' 5 S=0.0627 '/' 4 ranacity=26.31 cfs 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type 1A 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 28 Summary for Reach 11R: 21" Concrete Inflow Area = 996,692 sf, 50.14% Impervious, Inflow Depth > 2.45" Inflow = 13.84 cfs @ 7.95 hrs, Volume= 203,310 cf Outflow = 13.84 cfs @ 7.96 hrs, Volume= 203,270 cf, Atten= 0%, Lag= 0.2 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 9.50 fps, Min. Travel Time= 0.2 min Avg. Velocity = 5.47 fps, Avg. Travel Time= 0.4 min Peak Storage= 198 cf @ 7.96 hrs, Average Depth at Peak Storage= 1.02' Defined Flood Depth= 246.75', Capacity at Flood Depth= -12,624.11 cfs Bank-Full Depth= 1.75', Capacity at Bank-Full= 21.53 cfs 21.0" Diameter Pipe, n= 0.013 Length= 136.0' Slope= 0.0185 T Inlet Invert= 241.51', Outlet Invert= 239.00' 0 Reach 11R: 21" Concrete Hydrograph 15 13.84 ow Infl ,4 Inflow Area=996,692 sf °Outflow 13 Avg. Depth=1 .02' 12 t1 Max Vel=9.50 fps 10 D=21 .0" N 9 8 n=0.013 7 L=136.0' 6 5 S=0.0185 '/' 4 r`anacity=21 .53 cfs 3 2 1 0 il, 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) "'ON 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type /A 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Page 29 Summary for Reach 12R: Outflow Channel Discharge Inflow Area = 5,289,692 sf, 62.20% Impervious, Inflow Depth > 2.75" Inflow = 86.01 cfs @ 7.96 hrs, Volume= 1,210,411 cf Outflow = 85.98 cfs @ 7.96 hrs, Volume= 1,210,089 cf, Atten= 0%, Lag= 0.3 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 9.63 fps, Min. Travel Time= 0.3 min Avg. Velocity = 5.55 fps, Avg. Travel Time= 0.6 min Peak Storage= 1,785 cf @ 7.96 hrs, Average Depth at Peak Storage= 1.26' Bank-Full Depth= 2.00', Capacity at Bank-Full= 253.06 cfs 2.00' x 2.00' deep channel, n= 0.035 Earth, dense weeds Side Slope Z-value= 4.0 '/' Top Width= 18.00' Length= 200.0' Slope= 0.0800 T Inlet Invert= 239.00', Outlet Invert= 223.00' Reach 12R: Outflow Channel Discharge Hydrograph Inflow 95- Rr, ni D Outflow 90 85.98 cfs 85Inflow Area=5,289,692 sf . 80-- Avg. Depth=1.26' 75 70Max Vel=9.63 fps '. 65 n=0.035 60 Z;1 55 L=200.0' 50 0 45 S=0.0800 T LL 40 Capacity=253.06 cfs 35- 30 25-- 20 15 10- 5 0 , 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Li 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Pape 30 Summary for Reach VS: Vegetated Water Quality Swale Inflow Area = 216,710 sf, 65.24% Impervious, Inflow Depth > 2.82" Inflow = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf Outflow = 3.64 cfs @ 7.96 hrs, Volume= 50,733 cf, Atten= 1%, Lag= 3.4 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Max. Velocity= 0.36 fps, Min. Travel Time= 4.6 min Avg. Velocity = 0.22 fps, Avg. Travel Time= 7.5 min Peak Storage= 997 cf @ 7.96 hrs, Average Depth at Peak Storage= 1.35' Bank-Full Depth= 2.50', Capacity at Bank-Full= 15.86 cfs 2.00' x 2.50' deep channel, n= 0.240 Sheet flow over Dense Grass Side Slope Z-value= 4.0 '/' Top Width= 22.00' Length= 100.0' Slope= 0.0050 T Inlet Invert= 288.50', Outlet Invert= 288.00' Reach VS: Vegetated Water Quality Swale Hydrograph Inflow 4 °Outflow 3.64 cfs Inflow Area=216,710 sf Avg. Depth=1 .35' 3 Max Vel=0.36 fps n=0.240 L=100.0' 2 S=0.0050 T Capacity=15.86 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 3252 Prelim PostDev Storm Evaluation, W Basin Downstrea Type IA 24-hr Rainfall=3.90" Prepared by AKS Engineering & Forestry (PAS) Printed 1/23/2014 HydroCADO 8.50 s/n 005096 ©2007 HydroCAD Software Solutions LLC Pape 31 Summary for Pond MH: Stormwater Quality Manhole Inflow Area = 216,710 sf, 65.24% Impervious, Inflow Depth > 2.82" Inflow = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf Outflow = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf, Atten= 0%, Lag= 0.0 min Primary = 3.67 cfs @ 7.91 hrs, Volume= 50,911 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 292.05' @ 7.91 hrs Flood Elev= 304.00' Device Routing Invert Outlet Devices #1 Primary 290.26' 12.0" x 51.0' long Culvert CMP, square edge headwall, Ke= 0.500 Outlet Invert= 290.00' S= 0.0051 T Cc= 0.900 n= 0.013 Primary OutFlow Max=3.67 cfs @ 7.91 hrs HW=292.05' TW=289.84' (Dynamic Tailwater) t1=Culvert (Barrel Controls 3.67 cfs @ 4.67 fps) Pond MH: Stormwater Quality Manhole Hydrograph i_ Inflow 4 7 r Primary 3.67 cfs ; Inflow Area=216,710 sf Peak Elev=292.05' 3 12.0" x 51 .0' Culvert V) V 3 2 0 LL 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for v0n � States Department of I\v� RC�-°•J Agriculture and other Washington Federal agencies, State Natural agencies including the Resources Agricultural Experiment County, Oregon Conservation Stations, and local Service participants Beef Bend Road 141 Washington r OR a a f eke' •_" 011 IRIMME sr 1 = �. r z rt I" June 20, 2013 Custom Soil Resource Report Soil Map m Q Q N N N r 515460 515490 515520 515550 515580 515610 515640 515670 45°24 42" � 45°24'42" W P W N O W Y'. O O W W W W W W N N O O N � O O W E � P N W � O y N Ala W 1 � wd Lo «. S y „ter N W O I * N N o n � 0 N � O N a N O Q Q a I ss< m 45°24'31" 515460 515490 515520 515550 515580 515610 515640 515670 m v Map Scale:1:1,520 if printed on A size(8.5"x 11")sheet. S" N Meters Q n 0 10 20 40 60 NFeet 0 50 100 200 300 Custom Soil Resource Report Map—Hydrologic Soil Group p N N N 45°24'42" 515460 515490 515520 515550 515580 515610 515640 515670 ;; k ... 45°24'42" Ol AWm kv 00, N N N O ° N � e i i x t0 W m N O O O G C1 O (O a`x m - m o N O r O V s?: x N 0 uJ Y] 1r! ry O n N i v � zt O a fe N v �+ ro e N � m N N t" O ` O AL r 4 w 45'24'31" .. - :. n :: •;,. m 45°24'31" 515460 515490 515520 515550 515580 515610 515640 515670 z Map Scale:1:1,520 if printed onAsize(8.5"x 11")sheet. N N Meters ^ 0 10 20 40 60 NFeet 0 50 100 200 300 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) Map Scale: 1:1,520 if printed on A size(8.5 x 11")sheet. Area of Interest(AOI) Soils The soil surveys that comprise your AOI were mapped at 1:20,000. Soil Map Units Soil Ratings Warning:Soil Map may not be valid at this scale. 0 A Enlargement of maps beyond the scale of mapping can cause 0 AID misunderstanding of the detail of mapping and accuracy of soil line placement.The maps do not show the small areas of contrasting 0 B soils that could have been shown at a more detailed scale. 0 B/D 0 C Please rely on the bar scale on each map sheet for accurate map 0 C/D measurements. 0 D Source of Map: Natural Resources Conservation Service Not rated or not available Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 10N NAD83 Political Features • Cities This product is generated from the USDA-NRCS certified data as of Water Features the version date(s)listed below. Streams and Canals Soil Survey Area: Washington County,Oregon Transportation Survey Area Data: Version 10,Aug 20,2012 ... Rails Interstate Highways Date(s)aerial images were photographed: 8/4/2005 US Routes The orthophoto or other base map on which the soil lines were Major Roads compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting �, Local Roads of map unit boundaries may be evident. 12380123601234012320 12270 X12096 12054. 12012 11988 11960 11894 11926 11902 15055 F7 1.5125 151115 151.00 15oa5 £F 11777 15085' 15145 2377 1233312311 15120 .. ' 15097 c 1514,7 1236612344 15113 12035 1517,1 12310 L4 15135; > 15168 1232215181 15157 a 15172 Z { 15245 15233 15179 " R Q\'} 11775 . .. r, 15191 15257 15269 15254 15232 '�� 15271 � 11.790 15313 15270 15273 \r�t.� 11840 11800 126, 15318 15305 �0 � 17.0 05 11860 11810 11830 15335 r�"" 12065 11870 11820 15357 15340 15327 ,,� C4 1207212022 11920 15349 � 12084 12022> 1191004 "r 15379 15362 12092 124 12044 11940 11900 , 1.5384 15.361 12120 120 4 11950 15391 12120 1215527 11960 15406 15383 12163 12045 154133 " 12215, 12066 ,:' ' 12220 11990 Feet 12066 12020 ,1970 Q 2�0 1206512066 �.'' 12040 12243 12088 12000 12068 12060 w 12010 Project: 13046- Knauss Development on Beef Bend Road Intersection: Beef Bend Road at Site Access/King Arthur Date: 6/24/2013 Scenario: 2015 Background + Site Trips Speed? 35 mph AM Peak Hour PM Peak Hour Left-Turn Volume 2 Left-Turn Volume 6 Approaching DHV 468 Approaching DHV 323 #of Advancing Through Lanes 1 #of Advancing Through Lanes 1 Opposing DHV 194 Opposing DHV 519 #of Opposing Through Lanes 1 #of Opposing Through Lanes 1 O+A DHV 662 O+A DHV 842 Lane Needed? No Lane Needed? No Left-Turn Lane Criterion 10+ 0 E fJ� 800 C: `f, a 600 Er 9 400 O L Not ;SIS C> Warranted 200 --- 5 0 10 20 30 40 50 60 Left-Turn Volume (Vehicles per Design Hour) Source-Oregon OUT Analysis Procedures Manual 2008 "(Advancing Vol/#of Advancing Through Lanes)+ (Opposing Vol/#of Opposing Through Lanes) Note.The criterion is not met from zero to ten Left turn vehicles per hour,but careful consideration should be given to installing a left turn lane due to the increased potential for accidents in the through lanes.While the turn volumes are low,the adverse safety and operational impacts may require installation of a left turn. The final determination will be based on a field study. i UNTAIN RD "+ '� Area Notified (500 Ft) WINTE VIEW DR L ELEMAR CT Mimi Doukas Venture Properties mimi c@ventureprop.com --� i SHORN VIEW EST T I ,p� 2S1100CB02000 I 12035 SW Beef Bend Rd ` I 500'labels request ASPEN RIDGE 'D9 It i l m� ° • a r Ll M I/LN ST " ® Subject Site A, Oki It �+ l 0 ` Li F Property owner information is valid ,k for 3 months from the date printed on i P this map h cad Q` a o ^ ~ �' ,N�.r Map Pllnlrrl 24-Jun-13 S V. J� t i -� ^ InIO•rr:]eW a?is I•lac rt't�pene2l Yxat. ��� j � utly a-!s�-.rrt Ee'verr•e�•vT me Jv�el:P^en• C vcn�G � B 3 1'R •; je y LiRlkNOT W VCANiFIMUIR•'.t SOU'rIC_9 Htfr Cn 1(aNV.J CCNT NOT 45A44M-Y R>RESE^OR Oh�R GU4RA IT' g5 OF--L Q :I;A7A 1 AGCI,PAi•Y IN NESS IYZ C::tJP_E-=SH F A�"!Or w.E UAI1•yOVPNI kir !M1fIOS,OR USH4llA S'J,I SIL .9A3U.I i;uPAV`" 'PR�/R ONI:,�yl0•J.'i OR 4AC UPAt,IF';IN T�_ INF'JGMATION PRCMCE.)R=Wr.=c$OF tit Q � fI• Q ! �� Q�, / COMMUNITY DEVELOPMENT DEPA.R1 CIEPJ! "A P!ace to Car,Kwne City of Tigard Hall t3tvd erd,DR 97223 5D3 6394171 _ vnr;J tlgar0-Or go,, i I � Z CL CL �C I TRACT ,A 31 30 i 22 a a ii _ _.._ .__ z m _ w \ : o r 32 z 23 , r_ ! _ -- ; •. 19 33 24 27 18 Co 2 g '10 ` y, 26 25 ., -- L. _ I y0 3 . �t_....-.1. tAn — _ .. 16 M S 4 , rn 5 - — - O 8 9 10 11 12 \ 6 ( 13 I 14 rn F N'i YL GULAT",S A t,ti_,r; y _ VentureProperties T N C O R P Q R A T E D -- - � I, C ing TfJ1nGTTOw3 Mimi Doukas, AICP, RLA szsz (:blTITflURi11e5 _. - — Project Manager rs : 'Tbdav `4230 Galewood St.,Ste 100•Lake Oswego,OR 97035 \ l\ Office 503.387.7600•Fax 503.387.7615 J mimirventureprop.com VICINITY MAP t g LE tt1 A R, 1 x SUB2013-00005 - SLR2G13-00003 jam ` VAR2013-00020 South View Heights _ so Subject Site .41 :a ,:. ' �'¢ xeaen.su aw er wrp r iw wren ,. ,amaYdsstm:mwan�m�es Ow p1Y�.`s ir t rir r, rrrl _r.e Y i1�i1kh1�1P5 ���i� US 0 I o a I -t tw NE ' Ars' 4 �58 � � �. 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