The URL can be used to link to this page

Hearings Officer Packet - 08/09/1999 i i PUBLIC NOTICE: Astistive Listening Devices are available for persons with impaired hearing *ar d Owl Id be ufiedulcd for Hearings Officer meetings by noon on the Monday prior to the meeting. Please call (03) 639 4111, Ea 320 (voice) or (503) 684-2722 (111) - Telecommunications Devices for the Dead. Upon request, the City will also endeavor to arrange br the fallowing services: ➢ Qualified sign language interpreters for persons with speech or hearing impairment and ➢ Qualified bilingual interpreters. Since these services must be scheduled with outside service providers, it is important to An as nod lead time as possible. Please notify the City of Tigard of your need(s) by 5 .p.m. on the Wednesday praadilit the meeting date at the same phone numbers as listed above if you are req wting such serwcm a. (OSIER FOR HEM AGENDA ITEM cm a nrrra MEM~Pi'! SEA . ; : , .wa i ~ i . . Off MK KM ABM ~ CITY of TIGARD - HEARINGS OFF CER AII= 9m 19"9 - 7:00 P;M. MPOSAL: The applinM Im ngmud [arditiaral Ilse " to Mrmh and expand the papery►• existias wastrwaoer treaaneat ON balk onto AM* LOGTION: The area of upwim 1637% Ii5S5, Ii1M, .IIT2S, end 16sis Sw W bmL Toe properties an oho idtrrM as MliTM IS] 131 Tax !nt ft 2SI 14A Tic Its 1103,1111 and 1200; 2SI 140 Tax lat 260. M 140 Tax LK 3601 aed ZSI NAM Tax lot IK cMHEjmKMjADnKArd= I-P and ".S. loll the v and ae RAS um oonditioa* pe Wb lasit*tl t6 s*d to app" of a CondidwL the Permit Cocnmrr O Detalop 10 Code a" 1133% 11310, 16390. I&S10, 11S30. IL70% MA 10.145. IMS, I1.71S, 11.790. IV93 and 11.610. 1*0 3. OTHER BUSINESS 4. ADJOURNMENT On of rdw mmm am. f~ : A 1 Nm NRK.Rm:AGIM .,E[i t u v c v;t 67 s ~i ti a'`L 4. `I/I 1. Wl TO OIUfEU 2. MINX HEAIUNB 2.1 . M0 'QAtO , OR, A ME N01 70 R SHALL BE PROIii MY FWMftWTOTFE PIJRGiAM S&P*fl ara.co"Nolfty PUBLIC NEARING NOTICE NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINQS O -EIGE , AT A MEETING ON ~Q~IQAY, AUGUST 9. 1922 AIM-00-EM, IN THE TOWN HALL OF THE TIGARD CIVIC CENTER, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223 TO CONSIDER THE FOLLOWING APPLICATION: FILE NO.: COMWOMAL = PESMIT (UPI 198H0003 FILE TITLE: vu sEWEA TNUTMEMT PIOMT EPMIOM APPLICANT: Nathan Cullen, Senior Engineer OWNER(S): USA USA `treatment Plant Services 155 N. First, Suite 270 155 N. First, Suite 270 Hillsboro, OR 97124 Hillsboro, OR 97124 REQUEST: The applicant has requested Conditional Use Approval to expand the existing sewer treatment plant facility onto adjacent property. LOCATION: Area of expansion: 16375, 16555, 16580, 16725, and 16575 SW 8501 Avenue. The properties are also identified as WCTM 2S1 13B Tax Lot 600; 2S1 14A Tax Lot 1103,1101 and 1200; 2S114AD Tax Lot 200; 2S114AD Tax Lot 300; and 2S114AD Tax Lot 100. ZONES: L-L; Industrial Park. The I-P zoning district allows for combining of light manufacturing, office and complementary commercial uses. R-4.5; Single-Family Residential (7,500 Square Feet) or (5,000 Square Feet Per Unit). The purpose of the R-4.5 zoning district is to establish standard urban low density residential home sites. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.530, 18.705, 18.745, and 18.810. THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF CHAPTER 18.390 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURE ADOPTED BY THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL. ASSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED BILINGUAL INTERPRETERS UPON REQUEST. PLEASE CALL (503) 6394171, EXT. 320 (VOICE) OR (503) 684- 2772 (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO LESS THAN ONE WEEK PRIOR TO THE HEARING TO MAKE ARRANGEMENTS. CUP IW9 WWVUSA SEWER TREATMENT PLANT EXPANSION NOTICE OF 80" HEARINGS OFFICER PUBLIC HEMNG AC"M ANYOWwww"Jo MTMN *am, MAY, 00 VMYM+11 PRIM TO OR AT THSE ORAt,T 1MONY ur + T! IMIJ~LIC WAN a At " PtJ KX H AAM,,;' THE MWO411 OM M WM.L, MCM A Rpm. PRB NTATION FROM THE C" PLAN NEK OPEN TH L UNIX MEA *4s,,:AND IMIITi ORAL NO WRITTEN T54TM11ONY. THE HEARS OFFICE' MAY CONTINUE THE KOM HEARM TO M40THER MEETING TO 08TAIN ADDITIONAL INFORMATION OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON THE APPLICATION. IF ADDITIONAL DOCUMENTS OR EVIDENCE ARE PROVIDED by ANY PARTY AFTER At►atls:'T L 1fildANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF THERE I8 NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY REQUEST THAT THE RECORD REMAIN OPEN FOR AT LEAST SEVEN (7) DAYS AFTER THE HEARING. A REQUEST THAT THE RECORD REMAIN OPEN CAN BE MADE ObiLY AT THE FIRST EVIDENTIARY HEARING (ORS 197.763(8)). INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UPON THESE CRITERIA AND THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED. FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE HEARING ON THE REQUEST ACCOMPANIED BY STATEMENTS OR EVIDENCE SUFFICIENT TO ALLOW THE HEARINGS AUTHORITY AN OPORTUNITY TO RESPOND TO THE ISSUE PRECLUDES AN APPEAL, TO THE LAND USE BOARD OF APPEALS BASED ON THAT ISSUE. ALL DOCUMENTS AND APPLICABLE CRITERIA IN THE ABOVE-NOTED FILE ARE AVAILABLE FOR INSPECTION AT NO CAST OR COPIES CAN BE OBTAINED FOR TWENTY-FIVE CENTS (254) PER PAGE, OR THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. AT LEAST SEVEN (7) DAYS PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO COST, OR A COPY CAN BE OBTAINED FOR TWENTY-FIVE CENTS (254) PER PAGE, OR THE CURRENT RATE . CHARGED FOR COPIES AT THE TIME OF THE REQUEST. FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLAINER JULMLHAJM AT (503) 639-4171, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TWRD. OREGON. 97 23. • . 'J~~~~ ' ~ 1IItINT1~ I~A► a ' TAX LOTSSI CUP 199940003 rrr~~rrS ^ \ b USA SEWER TREATMENT PUIMT EXPANSION Ile ;!Ir!rr;irriI N ,r CUP 199aaG MISA SEWER TREATMOT PLANT WAIrAl01i 1!IC~1E'~E EJR'M~N;MliA1~ QMIGOt UOM MEARING 1 7a ' • #n ~Io41tY Lltd~od ) F~ ~ R fora cMoralXM p6udt for te ) treatment plant abuts SW 85thAv~eauo south of ) CUP 1999-0003 Durham Road in the City of Tigard, Cltagon ) (USA4)urh m Plant) I. EASY . 1. The plicant requests approval of a conditional use permit (CUP) for upgrading and expansion of the Durham Wastewater Tieatn wt Plant (the "Plant") in the I-P (Industrial Park) and R-4.5 (Low Density Residential) Zones. The Plant abuts both sides of SW 85th Avenue south of Durham Road in the City of Tigard (WCTM 2S113B, Tax flaodplain or wetlands. The applicant proposes v~rmprove SW 85th Avenue between the 2. Land to the west of the site is developed for the Tigard High School (north), for a residential subdivision (middle) and for Cook Park (south). SW Waverly Drive extends • from SW 92nd Avenue through the subdivision to the west edge of the Plant site. North of Durham Road are a limited commercial use and residential subdivisions. South of the site is the Tualatin River. East of the site is land zoned for industrial use. 3. Based on Community Development Code section 18.130.020.B.1, -a water treatment plant is a "basic utility". Based on Tables 18.510.1 and 18.530.1, a basic utility is rmitted as a conditional use in the R-4.5 and I-P zones, respectively, subject to applicable CDC standards, including CDC 18.330, 18.370, 18.390, 18.510, 18.530, 18.705, 18.730, 18.745, 18.765, 18.775, 18.790, 18.795 and 18.810. • Lot 600; WCTM 2S l 14A, Tax Lots 1103,1101 and Z00; CT1VI 2S 114AD, Tax Lot 100, Z00 and 300; the "site"). The use consists principally of pumps, basins and tanks used to receive, treat and store wager and system effiueats, associated materials storage and handling, and Plant administration and support services. No new employees are expected as a result of the proposed Plant upgrading or expansion. Although the site contains delineated wetlands and land in the 100-year flood~larr>, no development is proposed in the east and west portions of the site. The applicant requests permission to undertaking site grading before receiving approval of plans for public improvements, such as 85th Avenue. 4. A hearings officer held a duly noticed public hearing regarding the application. City staff recommended approval of the conditional use permit, subject to the conditions of approval in the Staff Report as amended at the hearing. Two witnesses testified for the applicant and accepted the findings and conditions of approval recommended by City staff with certain exceptions regarding timing. No one else appeared at the hearing or submitted timely written testimony about the application. The record was held open for up to 7 days. 5. The testimony and evidence raise only one issue in this case; ie., whether the applicant should be permitted to undertake grading of the site before the City Engineer approves final plans for public improvements the applicant will install. 6. For the reasons provided and referenced in this final order, the hearinggs officer approves the conditional use permit, subject to the conditions recommended by city staff, modified to allow the applicant to grade before approval of final public improvement plans. Hearings Officer And Ogler CUP 1999-0003 (USA Durkm Platt) per 1 U. FIIVffi11T8fi ABMa fiTf'`CIJIZR_OUNOINCIC MB -IC FAC LMM The hearings officer incorporates by reference the findings about the site and surroundings in Section III of the City of gard Staff Reported dated July 30, 1999 (the "Staff Report"), and the findings about public facilities in Sections V and VI of the Staff Po M. APPLICABLE APPROVAL- STABS The hearings officer incorporates by reference the approval standards in Section IV of the Staff Report. IV. MA RING AND RECORD 1. On August 9, 1999, Tigard Hearings Officer Larry Epstein (the "hearings officer") held a duly noticeff public hearing at City Hall to receive testimony and evidence about this application. That testimony and evidence is included herein as Exhibit A (Parties of Record), Exhibit B (Taped Proceedings), and Exhibit C (Written Testimony). These exhibits are filed at the Tigard City Hall. 2. At the hearing, City planner Julia Hajduk summarized the Staff Report and the applicable approval criteria. She reviewed the preliminary development plan for the Plant and the site, including floodplains and wetlands. She acimowledged recent communications with the applicant wherein the applicant requested that compliance with 13 of the recommended conditions of approval be required before the City approves building permits rather than before the City approves site development (i.e., grading) permits. She modified recommended conditions of approval 1 through 4 and 8 to require compliance before the City issues building permits rather than before the City issues site de elopment permits, but argued that the City engineering staff continued to recommend the applicant be required to receive City approval of engineering plans for public improvements before the City issues site development permits. She opined that City review of the plans could be expedited, because USA review would not be necessary. 3. Attorney Jack Orchard and USA chief engineer Nate Cullen appeared on behalf of the applicant. a. Mr. Orchard accepted the Staff Report and proposed conditions of approval, as amended by Ms. Hajduk at the hearing, except recommended conditions of approval b, 10 and 12, which require the applicant to receive approval of engineering plans for public improvements, including improvement of 85th Avenue, before the City issues site and/or building permits. He testified that considerable site grading is needed to accommodate substantial underground lines and facilities for the Plant, and such grading needs to be done this building season to enable the Plant to be built in time to meet the demands placed on the water treatment system by its users, i.e., the public. However it typically takes 2- to 3-months to obtain approval of engineering plans for public improvements. If the applicant is required to receive approval of final engineering plans before the City allows grading to occur, the applicant will not be able to grade the site this building season, and the ultimate completion of the Plant expansion will be delayed for a year. Because of the importance of timing to the applicant, and ultimately to the public that uses its services, the applicant continues to urge that the conditions of approval allow grading before the City approves final plans for public improvements. • Hearings Officer Find Oder CUP 1999-0003 (USA/Dw*am Plan) Page 2 ,a b. Mr. Cullen summarized the basis for requelftg that grading be allowed before the city approves final engineering plans for public improvements. Bids for the work are being opened and a contract is expected to be awarded in September, 1999. It will take most of a year to complete site preparations. The Plant is currently neadn its c ity, so the proposod expansion is critical to the system. He noted that the applicant is vvirng to improve both sides of 85th Avenue for a distance of 535 feet, which is more than requested by City staff. - 4. The hearings officer held the record open for up to seven days to allow the applicant an opportunity to submit a closing statement and to determine whether the CDC provides more guidance about the timing of compliance with road improvement conditions. The hearings officer announced that the record would close when the hearings officer received a final written statement from the applicant The hearings officer received that final statement on August 11, 1999. The record in this case closed at 5:00 p.m. on Wednesday, August 11, 1999. V. DISCUSSION 1. The hearings officer generally concurs in the analysis and conclusions offered by City staff; to wit, the proposed use is permitted conditionally in the underlying zones; substantial evidence in the record shows the proposal does or can comply with the applicable standards and criteria for a conditional use parrot; and adoption of recommended conditions of approval as amended will ensure final plans are submitted consistent with those criteria and standards and will prevent, reduce or mitigate potential adverse impacts of the development consistent with the requirements of the CDC. The hearings officer adopts the findings and conclusions in the Staff Report as his own except as otherwise expressly . provided herein. a. The hearings officer notes that City staff recommend allowing compliance with conditions of approval 1 ifirough 4 and 8 before the City issues building permits for the Plant. The hearings officer agrees this change in conditions of approval is warranted and consistent with the CDC. b. The hearings officer also notes that the applicant is not required to provide a berm around any portion of the site, although it may choose to do so. This clarifies the discussion on page 9 of the Staff Report. c. The hearings officer also notes that the minimum right of way width for 85th Avenue is 50 feet. This correct the discussion on page 13 of the Staff Report. 2. The only issue in dispute is whether conditions of approval should require the applicant to receive approval of final engineering plans for public improvements before the City issues a site development permit for grading preparatory to construction. a. The applicant wants to be able to grade the site before the City approves public improvement plans, because the time it takes for the City to approve those plans will prevent the applicant from grading the site this building season, and forcing the project to be completed up to a year later than it might otherwise be finished. The hearings officer notes that the applicant does not object to preparing and shepherding the plans through the process before the City issues building permits or to building the street based on the approved plans before the City issues occupancy permits--- the applicant readily accepts both those obligations. The issue is when the plans must be approved. • Hearings O fter Find Order CUP 1999-0003 (USAA!)ud&vn Piaar) Pare 3 b. The City provides no justification for requiryn the applicant to gain approval of engineered plans for public improvements. Althou this issue arose late in the review process, the City could have-done more to demonstrate the engineered plans for public improvements should be approved before any grading occurs on the site. The hearings officer does not have much evidence and no standards on which to base his decision regarding the timing of approval of public improvement plans. c. Having reviewed the CDC, the hearings officer finds there are no standards for when public improvement plans are approved, provided they are approved before construction of those improvements starts. See CDC 18.810.150. d. CDC 18.810.020.A provides that "[n]o development may occur unless the public facilities related to the development comply with the public facility requirements established in this section." This could be construed to require that plans for public facilities be approved and the facilities themselves be installed before any development occurs. But that is not the way the hearings officer understands the City construes this provision. That is, the City allows development before public facilities are installed; for instance in this case, City staff recommended the hearings officer allow development (i.e., issuance of building and site permits) before public facilities are installed. Installation and acceptance by the City is rewired before the proposed use can be occupied; but it can be developed before those facilities are installed. e. As it relates to sanitary sewers, CDC 18.810.090.B requires that "[t]he City Engineer shall approve all sanitary sewer plans and proposed systems prior to issuance of development permits involving sewer service." This section appears to require that plans for sewer systems be approved before the City issues building or site permits for development that will be served by such systems. CDC 18.810.100.A appears to make the same requirement for storm drainage systems. There is no similar provision specifically related to public streets, which is the public facility principally at issue here. It is not clear why the CDC treats sanitary and storm sewers different than public streets or whether such a difference was intended. L CDC 18.330.030 contains standards for approval of a conditional use permit. Subsection B of that section provides for conditions of approval as follows: The Hearings Qfflcer may impose conditions on the approval of a conditional use, which are found necessary to ensure the use is compatible with other use in the vicinity, and that the impact of the proposed use on the surrounding uses and public facilities is minimized These conditions may include, but are not limited to the following:... 6. Requiring street right-of-way to be dedicated and street(s) to be improved;... Based on the foregoing, the issue could be articulated as whether approval of public facility plans before issuance of site development permits is necessary to ensure the use is compatible and to minimize the impact of the proposed use on public facilities. . g. The hearings officer assumes that the City wants this, applicant to receive approval of public facility plans before site development permits are issued to be sure that road (and related sanitary sewer and storm drainage) improvements will be made in a timely manner. That is, if plans for public facilities are approved, and the applicant has bonded to ensure their completion, then public facilities will be in place before a proposed use has any direct impact on those facilities. This is what the City typically requires of all applicants for Hearings OfidrFind Order CUP 1999-OOM (USWxh%an Plant) pq#4 development. If the maxim is true that, what's good for the goose is good for the gander, then it could be said that what's good for the City when private development is proposed is good for the City when public development is proposed. h. But,there is a difference between public and private development. An agency such as USA serves the public interest by its very nature, in contrast to private entities. USA in particular serves an important public function protecting public health and safety by ensuring adequate management of septic and storm waters. en USA cannot achieve its purpose in an efficient and timely manner, the public interest suffers. Such is not the same with private development. Although this distinction could be taken too far, this does not appear to be such a case. USA is not going to sell its investment and move out of state before occupancy; it is obliged to mane V the region's surface and septic waters for the long haul. Delays that increase the cost of SA's project or delay its completion do not serve USA's interests or the interests of the public. They cost us all more. Accordingly a simple rote imposition of conditions may not be appropriate even though that is what the City generally does and should do. i. The hearings officer is persuaded by the testimony of USA's engineer and counsel that requiring the applicant to gain City Engineer approval of engineered plans for public improvements before the City issues site development permits will delay site development for at least six months, because grading cannot occur practicably during the rainy winter months. Such a delay adversely affects the public interest. It delays provision (or enhancement) of public services necessary to address the impacts of development in the City generally. Such services are not needed to accommodate the proposed use; the proposed use is needed to accommodate all other new development in the City. This is the opposite of the typical situation where a proposed development requires rather than provides public services. The hearings officer concludes these diftrences, warrant different treatment of the application in this case. j. The hearings officer finds as follows: (1) The applicant should be permitted to receive site development permits before the City Engineer approves plans for public improvements, provided the applicant makes a continuing, diligent, timely, good faith effort to submit engineered plans for public improvements and responds in a diligent, timely and good faith manner to public agency review of those plans, and the City Engineer approves final plans before the City issues building permits for the Plant. (2) To ensure the applicant makes a continuing, diligent, timely, good faith effort to initially submit engineered plans for public improvements, the hearing officer finds that the applicant should be required to submit the first technically complete draft of such plans to the City Engineer for review and approval no later than thirty (30) calendar days after the City issues a site development permit for site preparation and related grading. This should be a condition of approval of the site development permit. The permit should expressly provide that, if the applicant fails to submit the flat technically complete draft of such plans to the City Engineer for review and approval within thirty (30) calendar days after the City issues a site development permit, the site development permit is suspended automatically, and all work at the site must stop until the City receives a technically complete set of plans for public improvements and reinstitutes the permit. (3) Although the selection of thirty days after site permits are issued as the cut-off is somewhat arbitrary, it is based in part on the testimony of applicant's counsel that plans can be submitted in thirty days. Because site permits are not rely to be issued for 15 to 30 days (or more) from the date of this decision (i.e., while the applicant Hearisgs Qrker Final Onkr . CUP IM-0003 (MADMmm Plant) Page 5 mote lea l paltd Ian control as), do appowd. is Orto havo 45 to 60 from the date of this deciflon to the ialtial drag of public iaa~+ovruaent plods. The hearings. oft" flthin is a X w tithe to =Waw improvemer4, plans if a diligm good filth effort is made given the Certainty what improvements are required to be shown on the plans and the relatively limited nature of those plans (i.e., for 535 foes of SW 85th Avenue plus transitions beyond that distance). (4) The foregoing provides sufficient motivation to the applicant to comply with plan submission requirements while allowing the applicant a window of opportunity in which to undertake site preparation. The hearings offim gives the benefit of the doubt to the applicant that it will prepare public improvement plans in a timely manner if given a reasonable opportunity to do so. The window closes if the applicant fails to provi the public improvement plans in a timely manner. Such a balance hopefully addresses concerns by both the City and the in a conspvcdve manner that protects the public on both sides of the equan' n (Le..~unt+easonable costs associated with delay on one band and frorn neglect of public improvement obligations on the other hand). k. By requiring that the City Engineer approve final plans for public improvements before the City issues a building permit for the Plant, and that the City accepts such improvements as complete before occupancy (orit accepts a bond or other assurances of completion satisfactory to the City Engineer and permitted by tine CDC; sea condition of approval 14), this decision assures that the proposed use will comply with CDC 18.330 and 18.810. VI. CONCLUSION AND DECISION 1. The hearings officer concludes that the proposed use does or can comply with the applicable criteria and standards in the Tigard Community Development Code for a conditional use permit, provided development that occurs after this decision complies with applicable local, state, and federal laws and with conditions of approval warranted to ensure such compliance occurs. 2. The applicant's request, CUP 1944-0003, is hereby approved, subject to the conditions in section H of the Staff Report, with the following amendments: a. Conditions of approval l through 4, inclusive, and condition of approval 8 shall be fulfilled before the City issues a building permit for the site. b. Condition of approval 5 shall be fulfilled before the City issues a site or building permit for the site. c. Condition of approval 6 is hereby amended to read as follows: 6. If the City issues a site permit, that permit shall expressly provide that, if the applicant fails to submit the first technically com lone draft of public improvement plans as required by this condition within thirty (30) calendar days after the City issues the site permit, the site permit is suspended automatically, and all work at the site must stop until the City receives a technically complete set of plans for public improvements and reinstitutes the permit. Prior to the issuance of a building permit, a public improvements. t and compliance agreement is requi ed for the project. No later t an thirty (30) calendar days after the City issues a site permit, the applicant Choi' submit five (5) sets of detailed public Hearings O, Fmr Flied Orer CUP 1999-0WJ (USAM wkm Plant) Page 6 • 0 proM t Colt WMA . ok 00 inclusive, and the City of Tic which eau avaise~le at pittyy (www.ci.dPW.o r.u$ M(Y" dmawiags required by the Build sheets i*vant to public imprro d. Condition of approval 13 is hereby amended to read as follows: 13. Before the City issues a site permit, the licant shall submit 'to the City Engineer an erosion control plan that adssea acdvities proposed to be undertaken pursuant to that permit. Before the City Engineer approves final plans far public improveaneats, the applicanntUf ubmit an erosion control plan that addresses activities to be undertaken pursuant to those plans. The erosion control plans shall conform to 'Erosion Prevention and Sediment Control Plans Technical Guidance Handbook, February, 1994." Larry 1 Tigard • • Heariftt Officer FWd Older CUP 1999-M (USA/DKrhmn Plan) to dw.- didons.of ~=d 9 dtrougk ~3, I POW Imprrnromeat vamp" Staadads, vW the City's webfltIa type pplain era in Qhion to any ng Division and should only inchide 1999. i Page 7 r• AGENDA ITEM NO. a Poo* wo". to to -41F. yrlY 1 bikliii MMwo at on hn to w4i O11111i8011 1F1 3 - 5 I111lfMAM, 1(i11M1 It H1~1dhjl1' 101 o ilirirl~Mn eQ~nt+ sn Pppd by 10 ~q~tlo~ry. ' • W"DA 1TlM X10.. 2.1 RATE: 1"! FILE NAME: IISA WASP ATM TMTMBff MW 000011 !JIBE NM. CONDITIONAL USE PERMIT (CUIP) 1"940M APPLICANT: Nathan Cu1ea, kuW Enjaw OWNEM USA USA TO Meat rM k"im 15S k RA Srik 210 155 N. Fiat Suia 210 Mom M 91124 HR:bao,.ON 91124 PROPOSAL: The av* point has aced CwfidoW Use Approval to upgrede and expand tk e&ieg waftaer leamd f lty oft R4;nt Propm• LOCATION: The am of apaaion:16315;1655S,1658Q 16123, ad 16515 SW IS• kow The grope M am aka idad>6w as WCIM 251136 Tax Lot At 2SI 14A Tax lob 1103, 1101 and 1200; 2S114AD Tax Lot 2% 2SI14AD Tax Lot 300: mW 2S 114AD Tax Lot 100. COMMUENSUE HM MD 10NIG • R and M.S. Bah do W and the M4.S im maddon* permits Basic Udlidts SU*d to app m of a CMWWNW Use Pblit. [aamwq Development Lode Chaptm .16.330, 16.310, 19.390, 11.510, I&S30, Id.10S, M730Q ILUS, Itle. ILIA 18.790, 11.19S and 18110. PLEASE SiEiM II! T1 TESTIFY MI THE A1TA~` SETS FOR THE MENU REM INBUTI M LY 0 PLEASE PRINT YOUR NAME AND ADDRESS RIND IM[LU IE YOUR ZIP CQDE ~jra.~,~ ls~ on Pro onent - 8 n In Re P Cods' No. rcmAddr#q ame. Address. D Code and Phone No. r . q4 %y5~ Wwm Dr. `T , oR 9~2 -~2► ~p36 EY me. ress, p 06& and Phone No. 'F-M9a nog parglie l- 84sA sw Wavj%Ay'bC. Twml, u2 a*224 C, Name, Address, Zip Coda and Phone No. Name, Address, Zip Coda and Phone No. Name, Address, Zip Code and Phone No. Name, Address, ZIP Code and Phone No. n vss, Zip Code and Phone No. Name, Address, Zip Cods and Phone NO. • COMMUNITY NEWSPAPERS, INC. P.O. BOX 370 PHONE (503) 684.0360 BEAVERTON, OREGON 97076 Legal Notice Advertising Nome TT 9 4 5 9 I $City of Tigard • O Tearsheet Notice { 13125 SW Hall Blvd. •Tigard, Oregon 97223 ' O Duplicate Affidav, 10 . ] •Accounts Payable W " ode: ~ t~~eiar~ AFFIDAVIT OF PUBLICATION s,u du STATE OF OREGON, Ps' M Bi COUNTY OF WASHINGTON, Kat^ GnVdpr being first duly sworn, depose and say that I am the Advertising Director, or his principal clerk, of the - Times - U a newspaper of general circulation as defined in ORS 193.010 93.010 isc and 193.020; published at TictarA in the Ar aforesaid county and state; that the A% Wv.4 Saw= Treatment Planl- 60 a printed copy of which is hereto annexed. was published in the 2S du. entire issue of said newspaper for Qurl-- successive and me consecutive in the following issues: sit un urt July 29.3.999 nn Subscribed and sworn to fore me this 29J-h -day of y,1999 Not Public for Oregon My Commission Expires: ''c•'`'s'`" AFFIDAVIT [•T ~d . f" N "EXHIBIT N'- PARTIES OF RECORD (Written Public Testimony received at the hearing) li6 ~Ab a 4'f- 44C -;af • 1~osiwdt /111M tIt>ZI = iOSt1 10ii -t. tMel[t~Vi11.~ is NPOT-a lit Pilo* a ALA-1 I -0a< f 4 rs0 OItON . I1ALL N I R LLr I D. . 5.0 RAOi JMXI.ORCMO BALL JANIK up A T Y O R M a Y S Ono !/n>H Pty lot SOLRNW M MM 31 T. Stan 1100 POPWLAPO. QOM 971104-MIO TOJVHC Mt SOa42a4 M August 11,1999 BY FACSDGM (228-?366) Mr. Larry Epstein Hwings Of ficer Ckrof Tigard Suite 200 ~ 209 S .W. Oak Street Portland, OR 97204-2729 DktFan (23910 Re: Coaadidwal Use Petnmit Application by Unified Selve MP Agency for Duthsm Plaot Expansion (City of Tigard Can File No. CUP 1999-00003) Dear Mr. Hearings I have reviewed the Tigard City Code relating to a requirement that gtndmS and site porcparatiou walric cannot occur until degaled public ' W-pa plans are gpvved by the City. As you retell, this is the subject of Proposed ConMou 5 in the staff mm mmend t ion Sow this application. It appears to me that City I)&vakpncm Code Section 18.810.1 SO ind#cates otnty that -no public impro~veaaents" shall be uzA=ken prior to the approval of applropriate plans. This does not prevent pre-con.Mwdon work or the grading. The wo vk which USA proposes would occur in advance of submitting public improvement plaa± is limited to once gmdimg and site work for the DurLam plant e~cpeosI facilities. That wont would not involve unprvvemeats to Southwest 85th or other public facilities. sk Following the August 9 hearing, I again oonfer+ed with the USA project malvyW. He confirms that the grading sad site work for the cgmWon of facilities need to oeeatr this summer with known soil conditions. • k 2/7' moms amm" 0004717A1 1 ~w SAG R!!~M wA~t NIl ~.1,~ $ aftimtm# . page a PAM ~i 1 199 We bolt ftw"to im mom otthe SO&P O$itiom'sd~ioaaR.sooa ~e P=131O- Thu& ym ftyout oo~aaidantloa. A "as oa Julie Ebd&j , C* of T *W Nsfe CoHon, USA Oweld P. Ludes, Comad far USA 10 • bdc L. Orcbxd • FlS It 7 "EXHIBIT B" -TAPED PROCEEDINGS (Verbal recording of hearing including public, staff and Hearings Officer communications.) NOTE: Tape* are loaabd in the Remift Vault. Plamft section. . • 4 ' f r f r F dt~ o a. (1 "EXHIBIT C" - V[BIQEN TESTIMONY (Applicanrs materials and pertinent correspondence riled with Hearings Officer prior to Public Hearing.) PEEPIR Fm • • • USA W&M WATER TREATMENT PLANI EXPANSION CASES: Conditional Use Permit CUP1999r00003 APPLICANT: Nathan Cullen, Senior Engineer OWNER: Unified Sewerage Agency USA Treatment Plant Services 155 N. First, Suite 270 155 N. First, Suite 270 Hillsboro, OR 97124 Hillsboro, OR 97124 PROPOSAL: The applicant has requested Conditional Use Approval to upgrade and expand the existing wastewater treatment plant facility onto adjacent property. LOCATION: The area of expansion: 16375, 16555, 16580, 16725, and 16575 SW 86' Avenue. The properties are also Identified as WCTM 2S1 13B Tax Lot 600; 2S1 14A Tax Lots 1103, 1101 and 1200; 2S114AD Tax Lot 200; 2S114AD Tax Lot 300; and 2S114AD Tax Lot 100. COMPREHENSIVE PLAN and ZONING DESIGNATION: I-P and R-4.5. Both the I-P and the R-4.5 zones conditionally permits Basic Utilities subject to approval of a Conditional Use Permit APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.530, 18.705, 18.730, 18.745, 18.765, 18.775, 18.790, 18.795 and 18.810. 819i'88 HEARINGI OFFICER PUBLIC HEARING USA WASTEWATER TREATMENT PLANT EXPANSION CUPIO994) 003 PAN 4 "OF'18 0' s 3JECTION II. STAFF RECOMMENDATION 0 , , Pla 1 . Submit a ligh plan indicating the location and intensity of the I hting to be provided for each of the ww facilities. The applicant shalt submit Xtails of the light]nngg plan indicating that the lighting will be directed away from residential properties. Staff Contact: Julia Hajduk. 2. Provide evidence that the proposed structures will not increase the noise levels that currently exist adjacent to the noise sensitive areas along the west property line. If the noy ise require will be Increased as result submit study faf ~tiecilis noise facilities. ation will be required. Staff Contact: Julia HaIduk. 3. The applicant shall submit a detailed landscape plan for review and approval that shows proposed landscaping meeting the Level F requirements In Table 18.745.2. Staff Contract: Julia Ha uk. 4. Submit a revised plan that shows the size and location of street trees to be planted along SW 85'" Avenue. The street trees must be planted in accordance with 18.745.040.C. Staff Contact: Julia Hajduk. 5. Prior to any site work, the 14 trees to be removed must be clearly marked and tree protection fencing (construction fence) must be in place for the trees that are to remain. Staff Contact: Julia Hajduk. Engineering Conditions 6. Prior to issuance of a.stte and/or building permit, a public improvement permit and compliance agreement Is required for this project. Five (5) sets of detailed public improvement plans and prollie construction drawings shall be submitted preliminary review to the Engineering Department. NOTE: these plans are In addifim to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public improvement plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page fwww.ci.tigard.or.usl. 7. As a part of the public improvement plan submittal, the Engineering Department shall be provided with the mW legal name, address and telephone number of the individual or corporate entity who will be responsible for executing the compliance agreement (if one Is required) and providing the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc.. Also specify the state hw in which the entity is incorporated and provide the name of the corporate contact person. Fa#ure to provide accurate Infor nation to the Engineering Department will delay processing of project documents. 8. Additional right-of-way shall be dedicated to the Public along the frontage of SW 8e Avenue to increase the right-of-way to 50 feet total. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. awo HEMNG'8 OFFICER PUBLIC HEARING usA WAW WATM TMT1ii W PUWr MGM" FaI1 CUP1 40003 FAd ;30 tt. THE SITE AND/OR BUILDING PERMITS: 9. The applicants construction shall Indicate that they will reserve an area 45 feet aach aloe of th e centerline Pne W 85" Avenue for future right-of-way In the event the roadway has to be widened to an arterial standard In accordance with Note #8 of the Transportation Plan Map. • • 10. The applicant's construction plans shall indicate that they will construct a full-width street improvement along the frontage,of SW 851' Avenue, south of the existing southern driveway that provides access to the portion of the facility east of the roadway. The Improvements adjacent to this site shall include: A. City standard pavement section from curb to centerline equal to a minimum of 32 feet curb-to-curb; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the ale frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 5-foot concrete sidewalks on both sides, except around the temporary cul-de- sac bulb; F. street trees behind the sidewalk spaced per TDC requirements; G. street striping; H. streetlights as determined by the City Engineer, 1. underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); L. adjustments in vertical and/or horizontal alignment to construct SW 85 Avenue in a safe manner, as approved by the Engineering Department: M. Construction of a temporary cul-de-sac bulb at the south end of the improvement. This bulb should be constructed with a radius that meets City standards. 11. Prior to issuance of the site and/or building permit, the applicant shall coordinate with the City Engineer with regard to the form of public easement that should besed for the temporary cul-de-sac bulb at the proposed south end of the SW Sr 5 Avenue street improvement. 12. A profile of SW 86h Avenue shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. 13. An erosion control plan shall be provided as part of the public improvemeM drawings. The plan shall conform to "Erosion Prevention and Sediment Control Plans - Technical Guidance Handbook, February 1994." _.,.z Ei3g8neerina Conditions 14. Prior to a final building inspection, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one-year maintenance assurance for said Improvements. 15. Prior to a final building inspection, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1) m~riars, and 2) a diskette of the as-bunts in "DWG" format, if available; otherwise "DXF will be acceptable. Note: if the public improvement drawings were hand-drawn, then a diskette is not required. W99 HEARING'S OFFICER PUBLIC HEARING CUP19994= USA WASTEWATER TREATMENT PLANT EXPANSION PAGE 3 OF 1d _ ,nip,, 0 16. To ensure compliance with Unified Sewerage Agency design and construction standards, the applicant shall employ, the design engineer responsible for the design and specifications of the private water Auailty facility to perform oonsWcdon and visual observation of the water quality fa chity for compliance with the design and specifications. These inspections shell be made at significant stages, and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Staff Contact: HapWatkins, Building Division. 17. The applicant shall either place the existing overhead utility lines along SW 8r Avenue underground as a part of this project, or they shall pay the fee in4ieu of undergrounding. The fee shall be calculated b the frontage of the site that is parallel to the utility lines and will be $27.50 per lineal foot. If the fee option is chosen, the amount will be $19,250 and it shall be paid prior to final inspection. Planniqg Conditions 18. The gate into the site on the west side of SW Vh Avenue must be accessible to emergency vehicles to ensure emergency vehicle- access can be provided through the site. The access drives must be improved with an all weather surface in accordance with the Uniform Fire Code. Staff Contact: Julia Hajduk. 19. bF • Staff conducted a computer search for case histories on the subject parcels. Norte of the parcels had previous land use applications on file with the exception of tax lot 600 which Is the primary site for the existing Wastewater treatment facility. This property has several land use cases on file including CUP 90-02, CUP 90-03, SLR 90-05 and VAR 90-15. Vicini nformation: The existing treatment plant and area being expanded upon is bounded on the north by SW Durham Road and to the south by the Tualatin River. To the east is property zoned industrial and to the west is a residential subdivision and the Tigard High School. The property is bisected by SW W Avenue. Site Information agd NowQesc. rintton The proposal involves -the upgrade and expansion of the USA Wastewater Treatment Plant. The applicant has submitted a plan that shows both the proposed expansions requested for this approval and the future build-out plans for the plant. The discussion in this report deals only with the requested expansion at this time and will not discuss the standards as they relate to the future construction shown. The area of expansion Is the shaded area on the plans. The plans provided originally by the applicant do not distinguish very well between. the area proposed for expansion and the future build-out plans. Staff has, therefore, had 'the applicant highlight the sections being upgraded or constructed on the plan set in the file and the plans provided to the hearings officer. Only the area being upgraded and expanded at this time is reviewed as part of this Conditional Use Application. A new CUP will be required for the proposed expansion after 2015. In addition, the applicant has indicated that the proposed improvements requested will be constructed in ppgases. The approval for CUP is valid for 18 months. This means that the applicant has 18 months to meet the conditions of approval and begin construction. The ultimate completion of construction does not have to be done within M months. 8IM HEMING S OMCER PWUC FiEMNa USA WASTEWATER TREATMENT RAW EVAMON CUP19990=1 PAGE 4 OF 18 The site shall be constructed as per the approved plans. Staff Contact: Julia Hajduk. The prgpoeal Invdves expanding the site to property on the West side of SW 85" Avenue. As"part of the proposal, the applicant will be ocnatructl half street improvements on SW 85 . A portion of the property being expanded upon is in the Tualatin River 100-year flodplain and has associated wetlands. The proposal does not Involve any alteration of ftoodplain. Impact Study: Section 18. 80.040.B.2.e states that the applicant shall provide an impact study to quantify the effect of development on public facilities and services. For each public facility system and type of impact, the study shall propose Improvements necessary to most City standards, and to minimise the Impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code regwires the dedication of real property interests, the applicant shall either specifically concur with a requirement for public right-of-way dedication, or provide evidence that supports that the real property dedication Is not roughly proportional to the projected Impacts of the development. The applicant has prepared- an im act study which indicates that no new tri s will' be generated by this expansion. T~a applicant has proposed constructing %lf--street improvements along SW 851' Avenue which will serve the access to the area being expanded upon and facilitate pedestrian, bicycle and future vehicular access. The applicant's plans address impact to the storm sewer and water and indicates appro pdate measures will be taken to insure all impacts are mitigated. Because no traffic is being generated by this development, there is not measurable impact on the transportation system that Staff' Could use to determine unmitigated impacts and thus request additional street improvements or dedications. SPECIFIC CONDITIONAL USE APPROVAL CRITERIA Conditional Use - Chanter 18.330: Section 18.330.010.A states that the purpose of this chapter is to provide standards and procedures under which a conditional use may be permitted, enlarged or altered If the site Is appropriate and N other appropriate conditions of approval can be met. There are certain uses which due to the nature of the impacts on surrounding land uses and public facilities require a case-by-case review and analysis. Section 18.330.020.A states that a request for approval for a new conditional use shall be processed as a Type III-HO procedure, as regulated by Chapter 18.390.050, using approval criteria contained in Section 18.330.030A and subject to other requrements in Chapter 18.330. The applicable review criteria in this case include the following chapters of the Community Development Code: 18.330, Conditional Use; 18.360, Site Development Review; 18-390, Decision Making Procedures;18.510, Residential Zoning Districts, 18.530, Industrial Zoning Districts; 18.705, Access, Egress and Circulation; 18.745, Landscaping and ScrBening; 18.765, Off-Street Parking; 18.790, Tree Removal; 18.795, Visual Clearance Areas; and 18.810, Street and Utility Improvement Standards. The development standards and requirements of these chapters are addressed below, followed by the specific Site Development Review Criteria. As will be discussed in this report, many of these chapters or portions thereof are inapplicable due to the nature of the use. however, they are general for Site Development Review and Conditional Use Approvals and. therefore, specifically addressed in this report. 81x189 HEARING'S OFFICER PUBIC HEARING USA WASTEWATER TREATMENT PLANT EXPMIBION CUP19990tlOtl© 8A3E 5 OF 18 • The oft sto and dhnenslons provld adhquab am for the nee s of the proposed use; With the expansion onto the adjacent~op~l~yy, the development site will be 4,898,070 square fiset. This report evaluates the proposafand necessary setbacks landscapling, etc. as conditioned, the alts size is adequate for the needs of the proposed exptirtslon. The characbdsdm of the sloe are sultebb fior the proposed use considering sire, shape, loch tlon, topography, and natural features. The nslon of the existl wastewater treaknent facility will Incorporate lots the W school and an subdivision. To the south is the Tualatin associated floodplains and wetlands. Because this is an expansion of an exit there are not many aitematives to the location of structures and the could not feasibly be located on tots located in anlocation. Due to tl resource areas to the south and the fad that as an expansion facill locations are not possible, the portion of the site beigdeveloped si approp proposed use. All required public facilities have adequate capacity to serve the proposal. 10 An public facilities including streets, storm and sanitary sewers and water have adequate capacity to serve tote site as discussed in detail elsewhere In this report. The applicable requirements of the zoning district are met except as modified by this The following table provides the dimensional standards in the I-P and R-4.5 zones. Basic Utilities is listed as a conditional use in both these zones. • STANDARD R-4.V 1-P Minimum Lot Size 7,500 sq. R. None Minimum Lot Width 50 ft. 50 ft Minhum Setbacks . Front y~ 20 ft. 35 ft . Side facing street on comer S 15 ft. 20 ft through lots . Side yard 5 ft. 0150[3] . Rear yard 15 ft. 0150 ft [3][4] . Side of rear yard abutting more restrictive zoning district WA. WA . Distance between properly line and garage entrance 20 ft. NIA Maximum Height 130 ft. 145 ft Maximum Site Coverage [2] WA 85% Minimum Landscape Requirement NIA 15% elofsila HEARING'S OFRiCER Pu" HEMINS UM WA SWWATER TF 1Tr 9ff PLANE EXPANSION cum;Q9.0o". , In the Code. Iw more re*Wvo Iw noted hon. (1) The prp*Wm of pWlsr 18-M Mft Clasr*=) MW b0 vatbtled. . (2) lnc xft so buildings and bTVWvipvs surf ma (3) No se shah be required except 50 *W shs8 be ramrod where the =0 00 a (60WOrM X*nln0 disaict. (4] Development in Indust W zones hutting the RoWV Hgs neW6Whood shah comply w8tr PoNcy 11.5.1. (5] Maximum 9ft coverage may be bveased to 80% If the pm*10ns of section 18.530,0808 are satefled. (e) Except that a reduction to 20% of the site may be approved through the sbe development review pmom. The applicant's plans meet the dimensional standards for the base zone because no rear yard setback for new structures is less than 80 fleet. The front yard setbacks, measured from property lines (not site boundaries) are at least 40 feet Side yard are not less than 5 feet. The site coverage is 55% and the landsca feet will be 45%. The maximum height ot` proposed above round structures is3~3 feet based on the plans submitted. Detalls 'off required landscaping or requirements to meet other review criteria are discussed further In this report. The tmy requirements set Borth in other chapter of this coda including but not Itm to Chapter 18.780, Signs, and Chapter 18.380, Site Development Review, N applicable, are met. Other applicable standards of the development code are discussed later In this report. The use will comply with the applicable policies of the Comprehensive Plan. The Comprehensive Plan is implemented by the Community Development Code. • Compliance with Comprehensive Plan policies are, therefore, assured by satisfaction of the applicable development standards of the development code as addressed within this report. FINDING: Based on the analysis above, the General Approval Criteria for a condition use are satisfied or will be addressed further In this report. Section 18.330.050.0.16 Includes the following additional dimensional requirements and approval standards for Basic Utiliithm: Minimum lot size shall be 5,000 square feet; As discussed previously, the lot size for the wastewater treatment plant far exceeds the minimum lot size requirement. Minimum setbacks shall be those In the applicable zone; The setbacks have been addressed previously in this report. Height Ilmitadon shall be in accordance with Chapter 18.730; The applicant's plans show they will meet the height limits of the underlying zone. « Off-street parking and loading requirement shall be In accordance with Chapter 18.765; and The off-street parking and loading is discussed further in this report. i SW f1MNO'8 OFF"R PUBLIC HEAWNO U8A WABTEWA'rEH'rR[{ATMI:M' PWWM4 M CUP100003 PM3l;7,oF 1e, , $Ocdoh 'Ill. 33 conditional i mail Impose conditions on the use, which are sound necessary to ensure the use Is cwhipstibie with odor usi In the viciniit~yy . and that the Impact oaf the proped 4se on the surrounding uses and public farlIZs Is minimized. These conditions ay include, but are not limited to the following: Limiting the hours, days, place and/or manner of operation; Due to the nature of the use, it is neither necessary nor practical to limit hours of operation. An potential impact will be mitigated by an alternate n Ahod such as noise buffers , which has been discussed previously in this report or landscaping, etc. which will be discussed further in this report. Requiring design features which minimise environmental Impacts such as noise, vibration, air pollution, glare, odor and/or dusty The applicant has submitted a plan which indicates the existing decibel level at the western property line will range from 40 to 65dB. The uses aacent to the western property line are classified as noise sensitive land-uses according to Tigard MunidpaI i Code TMQ 7.40.130. TMC 7.40.170 states that the maximum dB noise level to a noise sensitive land use during the day is 50 and the maximum at night is 40. Based on this information and the noise levels provided by the applicant, it appears that the noise levels currently are exceeded at night for all areas adjacent to the western property line and exceed the day time noise level towards the northern portion of the expansion area. Because this is existing noise, it is likely ambient noise from existing roadways, etc.. A condition would be appropriate for the applicant to provide evidence that the proposed structures will not increase the noise levels that currently exist. This may require an acoustical engineer to submit a study of comparable facilities. Requiring additional setback areas, lot area, and/or lot depth or width; The I-P standards require a 50-1oot buffer when abutting a residential use. The applicant's landscape plan shows a buffer of 100 feet abutting the residence and approximately 80 feet abutting the high school. Staff feels this buffer Is adequate. In addition, the buffer will be required to be landscaped as discussed in detail further in this report. Limiting the building height, size or lot coverage, and/or location on the site; Based on the plans submitted, all of the above ground structures will comply with the height requirement as no building will be greater than 33 feet above grade. Because Of this, Staff does not feel a Condition is necessary. Designating the size, number, location and/or design of vehicle access points; Staff does not feel a condition is necessary for this since, as discussed further In this report, vehicle access to the facilities is limited. MM HEARING'S OFFICER PUBLIC HEAARNG USA WAS"ATER TREATMENT PLANT EXPAINISM hIkQ6 a of 18 CUP1986~Od000 . r tl Requiring str" dfl Y to be deftele and sh"90 t4 beImp~wd; The applicant's plans show SW W Avenue will be Improved. There is a portion of right- of-way which would be an extension of Waverly Drive which Is not be[ proposed to be extended or having any additional right-of way dedk~bfon. Staff had oInallly indicated that this road must be dedicated and improved to meet City v ment code standards, however, the requirement would not be proportional to the impact of the development. Staff is, therefore, no longer recommending that the road be dedicated or improved, as discussed in detail further in this report The applicant has Indicated in supplemental letters to the City via Jack Orchard, that in order to address emergency access concerns of not extending this street, they would provide a gate to ensure emergency vehicle access through the site. A Condition to this affect is warranted. ` Requiring landscaping, screening, drainage and/or surfacing of parking and loading areas; There is no surface parking required or provided as part of this expansion, therefore, this condition is not necessary. Limiting the number, size, location, height and/or lighting of signs; Signs have not been indicated as proposed nor are they anticipated for the use. This ooMition is, therefore, not necessary. Limiting or setting standards for the location and/or intensity of outdoor lighting; The applicant has not provided a I hung plan. Because of this, a condition is warranted requiring the applicant to submit a hung plan Indicating the location and intensity of the lighting to be provided for each of a new facilities. he applicant will be required to submit details of the lighting plan indicating that the light will be directed away from • re sidential properties. Reqquiring berms, screening or landscaping and the establishment of standards for the(r installation and maintenance; . The applicant has indicated verbally that an approximately 15-foot berm has been installed along the western property line adjacent to the existing Subdivision and that a berm will most likely be provided adjacent to the High School property prior to construction of the facilities next to the High School lot. Staff has visually confirmed that the berm is in place, however, could not confirm the height. No further condition is necessary. Requiring and designating the size, height, location and/or materials for fences; Fence and or screening materials will be discussed and can be conditioned as necessary further in this report. Requiring the protection and preservation of existing trees, soils, vegetation, watercourses, habitat areas and/or drainage areas; The applicant has submitted an existing conditions map that shows existing trees on the site. Based on this survey and the location of proposed structures, the applicant will be retaining the majority of trees on the site. The locations are arranged in a way that minimizes the impact to the trees and will be located away from the 100-year floodplain and wetlands. Because of this, no additional condition is necessary. Requiring the dedication of sufficient open land area for a .greenway adjoining and within the floodplain when land form alterations and development are allowed within the I00-year fioodplain; and &M HEARING'S OPFICER PUBLIC HEARING USA WASTEWATER TREATMENT PLANT EXPANSION CUP19994M PAGE 9 OF 18 1 o d or laWm alter W',w * pWosod wftfh the, 100-y"r 8oadplaln, therefore, le condition is not neouury. • Requiring the construction Qf a within the 1loodpWn in accordance with the ad -opted Yr paldWM plan. The City and USA has had discussions regarding the dedication of property to serve as access to existing bike and pedestrian fadliIn Cook Park. To date, the location has not been agreed upon. It Is Staffs understanding that USA is not opposed to granting easement rights across the property, however, a condition requiring this is not proportional ! to the development. FINDING: Based on the analysis above, Staff finds the following conditions are warranted by this conditional use approval. All other conditions listed are not necessary or will be addressed elsewhere in this report. CONDITIONS:. • Submit a lighting plan indicating the location and intensity of the I hting to be provided for each of the new facilities. The applicant shall subm details of the lighting plan indicating that the light will be directed away from residential properties. • The gate into the site on the west side of SW 85th Avenue must be accessible to emergency vehicles to ensure emergency vehicle access can be provided through the site. The access drives must be Improved with an all weather surface in accordance with the Uniform Fire Code. q • Provide evidence that the proposed structures will not increase the noise levels that currently exist adjacent to the noise sensitive areas along the west property line. This may require an acoustical engineer to submit a study of comparable facilities. If the new structure results in an increase in noise, noise mitigation will be required. APPLICABLE DEVELOPMENT CODE STANDARDS 1 .7 5.02 JL states at the provisions this chapter shall apply 'to all development including the construction of new structures, the remodeling existing structures (see Section 18.380.050), and to a chapa of use increases the on-site parking or loading requirements or which chganges the access requirements. The proposed expansion does not require additional parking because the structures are facilities to accommodate increased capacity of the sewer system and to uppggrade the facilities to more current methods. . The new facilities will be maintained by existing employees. There is no change to on-site parking location. The facilities will be accessible to the employees via a 15-foot paved access road and a walkway to be utilized by employees in maintenance carts or on foot. FINDING: Because the proposed expansion does not require additional parking or changes to the existin accessways and the facilities will be accessible to employees only, Staff Ads the standards of Chapter 18.705, Access, Egress and Circulation do not apply to this expansion. Section 18.745.020.A. states at the provisions of this chapter shall apply to all development including the construction of new structures, remodelin of existing structures where the landscaping Id nonconforming (Section 18.780.040.C.), and to a change of use which results in the need for increased on-she parking or loading requirements or which changes the access requirement. The followiing are the development standards that are applicable to this propose : BISM HEARING'S OFFICER PL43UC HEARING USA WASTEWATER TREATMENT PANT EXPANSION CUP199940M PAGE 10 OF 18 aeotlon~18.740.040.A.1. states that all . . Irrontinp on s public street, prhrsb ab+Mt or a driveway more tin 1irat in MOM approvod after the aacptlon of this =shall bs *ulrsd to plant strwt trees in accor+dancs with the standards In Section 18.745.040.C. The area of expansion has frontage on SW 851 Avenue. The ap 11cant's plan (sheet #13) shows the extension of 85" but does not Indicate street trees will be planted. While Staff feel confident that this standard can be met, the applicant must submit a revised plan that shows the size and location of proposed street trees along SW 85 Avenue so that Staff can confirm that this standard Is met. Suffering and Screening: Section 18.745.050JL2. states that buttering and screening Is required to reduce the . Impacts on adjacent uses which are of a different type in accordance with the matrices In this chapter (Tables 18.745.1. and 18.745.2.). In addition, Improvements shall most the following specifications: • At least one raw of trees shall be planted. Thep shall have a minimum call per of two inches at four feet In height above grade for deciduous trees and a minimum height of five Meet high for evergreen trees at the time of planting. Spacing for trees shall be as follows: (1) Small or narrow-stature trees, under 25 feet tall or lest than 16 feet wide at maturity shall be spaced no further than 15 feet apart; (2) Medium-sized trees between 25 feet to 40 feet tall and with 16 feet to 35 feet wide branching at maturity shall be spaced no greater than 30 feet apart; (3) Large trees, over 40 feet tall and with more than 35 feet wide branching at Matu , shall be spaced no greater than 30 feet apart. • At least 1 five-gallon shrubs or 20 one-gallon shrubs shall be planted for each 1,000 square feet of required buffer area; • The remaining area shall be planted In lawn or other living ground cover. The proposed use is not listed on the referenced matrix, however, the required setback between basic utilities and abutting residential uses is 50 feet. Because this is the required setback for basic utilities according to the additional development criteria for conditional uses, Staff is interpreting that the landscaping and screening standards should be required at level F which requires a minimum 4046ot buffer. Based on the scaled drawings, the applicant is proposing a 1004bot buffer between the Waverly Estates subdivision and the structures to be constructed on the expansion area. The applicant's plan indicates the area will be landscaped with trees, shrubs, bushes, groundcover and lawn, however, a detailed plan has not been provided for Staff to confirm that all of the landscaping and screening standards will be met. Staff finds it possible to meet the standards and is recommending a condition be attached to insure that the type and quantity. of landscaping meets the Level F landscaping and screening standards. The existing site will be primarily upgrading existing facilities and will have a small amount of new construction on the primary site (tax lot 600). No buffering or screening is required in this area because the areas being improved are not adjacent to residential developments. Please note that the landscape plan provided shows the future build-out construction in addition to the construction proposed as part of this approval. There is no chapge proposed to the existing landscaping at the comer of 8e and Durham Road, north of the access road to Durham Elementary School. Section 18.745.050.E.1.a. states that screening of parking and loading areas is required. The specifications for this screening are as follows: Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. These design features may Include the use of landscaped berms, decorative walls and raised planters; • Landscape planters may be used to define or screen the appearance of off-street parking areas from the public right-of-way; el9lai FWEARINt3'S oFFlCEr PUBUC HEARINO USA WA87EWATM TWATMEW PLANT EWANOM CUPIOGOO 03 PAGE 110E 18 ♦ MANIsk 10 be kmftW shWld 80111040's Woom bett~ low hAw VW wrl1Qa111 shrubboy wW tai • TM" shall P4000 In !sue in ail plaldng mas and shall hr eA I M on. the of sMr area s>sch seven pul~Chyi spaces In earder pr0009 a danopy and • The minimum dimension of the Ia Islands shall be three feet -and the landsoaping shall be protected fromvenic ular damage by some form of wheel guard or curb. As will be discussed further In this report, nong Is required for his expansion and no parking Is being constructed, therefore, this standard does not apply. FINDING: Based on the analysis above, the standards of Chapter 18.745, Landscaping and Screening are not satisfied outright, however, if the applicant complies with the condition listed below, the standards will be fully met. CONDITIONS: • The applicant shall submit a detailed landscape plan for review and approval that shows proposed landscaping meeting the Level F requirements in Table 18.745.2. • Submit a revised plan that shows the size and location of street trees to be planted along SW 85th Avenue. The street trees must be planted in accordance with Section 18.745.040.C Section 18.765.020 states that at the time of the erection of a new structure within any zoning district, off-etreet vehicle parking will be provided In accordance with Secdon 18.765.070. Based on Section 18.765.070, Basic Utilities require no parking. 113 Parking spaces are currently provided on the existing site to serve the office. No new parking spaces are proposed. Because additional parking is not required or proposed, the off-street parking standards do not apply. FINDING: Based on the analysis above. the standards of Chapter 18.765, Off-Street Parking and Loading are not applicable. Tree Removal -Chanter 18.790 Section 18.790.030 6equires; that a tree plan for the planting, removal and protection of trees prepared by a certified arborlst be provided for a conditional use application. The tree plan shall Include identification of all existing trees, Identification of a program to save existing trees or mitigate tree removal over 12 Inches In caliper, identification of which trees are pro posed to be removed, and a protection program defining standards and methods that will be used by the applicant.to protect trees during and after construction. The applicant has indicated that there are 972 trees over 6 inches in diameter on the site. The deselopment will require 14 of these trees to be removed. This is a removal of only 1.5% of the trees over 6 inches in diameter on the site. The Code states that no mitigation is required if 75-100% of the trees are to be retained. To insure'no trees are accidentally removed or damaged, the applicant must mark the trees to be removed and put construction fencing around the trees to be retained prior to any site work being permuted. FINDING: Because the applicant has not proposed to clearly mark the trees to be removed, Staff can not find that the tree removal standards will be fully met. If the applicant complies with the condition listed below, this standard will be met. NM HEARJINGS OFFICER PUBLIC HEARING USA WASTEWATER TREATMENT PLANT EXPANSION CUP19994= PAW 120E ia,: W 0 CONDITION; Prior W any ift work, the 14 t to be remm od moat be and tree - protedlon tow" (cons tlon fence) r*W- W101 a " ftr trees that are to remain. 101,11, WON -10 Ainii -04" I-IJ Section ~ t .includtn the ==Wof now structures, this chapter shall app to all structures, the romode Ing of exlstin~ a t uctures and to a change of use which Increases the on-eke parking. or loading requirements or which changes the access requirements. Section 18.795.030.B. states that s clear vision area shall contain no vehicle, hedge, planting, fence, wall structure or temporary or permanent obstruction (except for an occasional utility pole or tree), exceeding three feet In height, measured from the top of the curb, or where no curb exists, from the street center line grade, except that trees exceeding this height may be located In this area, provided all. branches below eight toot are removed. The proposed structures are outside of the vision clearance area, therefore, this standard is satisfied. FINDING: Based on the analysis above, the standards of Chapter 18.795, Visual Clearance Areas have been met. Streets TDC 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. TDC 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. This site lies adjacent to SW 851' Avenue and is to the east of the eastem terminus of SW Waverly Drive. SW 861 Avenue This roadway is classified as a local commercial industrial street. This type of roadway requires a 60-foot right-of-way (ROW). At present, there is approximately- 30 feet of total ROW. The applicant is proposing to dedicate additional ROW on both sides of this street to provide the total 50 feet required. Note #8 on the City's Transportation Plan Map indicates that SW 8r, Avenue could be expanded to arterial status In the future to provide a north/south connection across the Tualatin River between Tigard and Tualatin for vehicular or pedestrian use. If the roadway were to be widened for a vehicular crossing, additional ROW would be needed. Staff recommends the applicant provide a reserve area on both sides of this street up to 45 feet from the centerline for future ROW. This reserve area should not have any permanent structures or improvements within ft. M Southwest Be Avenue is partially improved adjacent to the northerly portion of this site to the existing main driveway, but is gravel surfaced from there to the south. The applicant is proposing to improve SW -W Avenue on both sides, south of the existing south driveway. This frontage is approximately 240 feet. However, the plan is unclear as to how much improvement the applicant intends. Since development will be occurring on both sides of the street, the applicant is required to improve both sides to meet City standard. This would include curb, sidewalk, streetlights and street trees. &1&W HEARING OFFICER PUBLIC HEARING USA WASTEWATER TREATMENT PLANT EXPANSION . CUP19914=1 PAGE 13 OF 18 The k;ant is also ng to.t~srminate the proposed impr MMIts wAh a 0JI40. lia bulb ,~ff Is oo=bout there being a perhwnent bulb constructed becsu~ the affil the cul~do-sac would not. Meet M6X hWM t q-P A we. In *Witton, there 18 potential that a woven extension of this rgadwey-acmas the river Into Tualatin could be made. The toMraphy~ will be difficult and there willl be sensitive area Issues, but iVc 48 of the Transportation Plan Map indicates that the City must keep that option open. Staff does agree thattha bulb will provide a good area for vehicles and re trucks to turn around, but suggests the applicant construct a temporary bulb at the end of their street improvement. However, the portion of the bulb that lies outside of the 50-foot ROW for the street should be placed within a special public easement. It is not necessary for the bulb to be completely within ROW, as it will be considered a temporary improvement. Prior to issuance of the public improvement permit, the applicant will need to coordinate with the City Engineer with regard to the design of the temporary bulb and the form of easement that should be dedicated. SW Wavedy D This roadway is classified as a local residential street on the City of Tigard Transportation Plan Map. This roadway classification requires aright-of-way (ROW) width of 50 feet. At present, there is approximately 20 feet of ROW through this site, according to the most recent tax assessoes map. Southwest Waverly Drive is currently improved to the west of this site within the Waverly Estates Subdivision. Extensive discussion occumqd between the City and the applicant with regard to the potential extension of this street through the site to intersect with SW 8e Avenue. The applicant's attorney submitted two letters, dated June 3, 1999 and June 18, 1999, suggesting that the applicant's site and potential development will meet exception criteria in the development code (TDC). Specifically, they cite Sections 18.810.030:G.3 and 18.810.040.8.1 and 2. Section 18.810.030.6.3 states that: "All local and minor collector streets which abut a development site shall be extended within the site to provide through circulation when not precluded by environmental or to naphical constraints, exing development patterns or strict adherence to other standards in this code. A street connection or extension is considered precluded when It is not possible to redesign or reconfigure the street poem to provide required extensions. Land Is considered topographically constrained if the slope is greater than 15% for a distance of 250 feet or more. In the case of environmental or topographical constraints, the mere presence of a constraint Is not sufficient to show that a street connection Is not possible. The applicant must show why the constraint precludes some reasonable street connection. The applicant's attorney stated that since USA currently owns three of the four quadrants of land around the area where Waverly Drive would intersect with SW 851' Avenue, and since they are now proposing to control the fourth quadrant, the existing development N attem" should be reviewed based on what is there now. They argue that currently SW 5 Avenue is used primarily by USA treatment plant personnel, and is generally not used by the general public. Staff concurs with this, as there are no residential developments in this area that use SW Br Avenue. The applicant states that the existing . development pattern west of the site in Waverly Estates with the terminus of SW Waverly Drive has been established. A sewer treatment plant bisected by a public street would result in a conflict between general public traffic the operational traffic required for the plant. The argument is that the existing development pattern is designed and oriented toward limiting public circulation in the area of the plant. Section 18.810.040.13.1 states that: "The perimeter of blocks formed by streets shall not exceed 1,800 feet measured along the right-of-ray line except: a. Where street location is precluded by natural topography, wetlands or other bodies of water, or preexisting development; or $00 HEARIN S OFFICER PUBLIC HEARING USA WASTEWATER TREATMENT PLANT EXPANSION CIJP19Df}00003 PAS 14-OF 18 • • 1~ 0 For b11oolto a4eaent to ar rial stmt, NmMsd "ce" tiiphra la; collsat or rallroatds. For non-residendai blocks In which Intemal public circulation .0rovld6s equivuint access c. Section '18-810.040.13.2 states that: "Bicycle and pedestrian connections on public easements or right-of-ways; shall be provided when full street connection is not possible. Spacing between connections shall be no more than 330 feet, except whom precluded by environmental or topographical constraints, existing development patterns, or strict adherence to other standards In the code." The applicant states again that the existing development pattern in the area demonstrates the intended limited public access in the area around the treatment plant. They state that the need to have a secure and safe treatment facility precludes public access to the plant, except at locations designated by the applicant. The applicant also stated that they intend to provide adequate fire and life safety access between SW 86'hAvenue'and the present terminus of SW Waverly Drive. In reviewing the applicant's argument, and citation of the two code sections discussed above, Staff is in agreement with the applicant and supports the proposal to not extend SW Waverly Drive through this development at this time. However, the City wants to leave the potential for extending the street through in the future and will not require a curie-sac and will not likely support a request for vacation of the existing 20 feet of right-of--way. Water: The existing site is present! served from the City's public water system. The proposed addition can also be served from this system. Sanitary Sewer. The applicant will be required to comply with their own regulations with regard to any eldension of public sewer lines for this project., Stone Drainage: The topography of this site falls primarily to the south. The applicant's storm drainage report indicates that although this site will be developed, there will be a net reduction in the amount of runoff directed into the storm drainage system. The reason for this is that a large amount of the developed area will be in the form of clarifiers and aeration basins. Any rainwater falling in these open tank areas will be directed into the sanitary sewer system, not the storm drainage system. For this reason, the applicant is not required to provide,onsite detention for storm water runoff. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by the Unified Sewerage Agenccyy (USA) Design and Construction Standards (adopted by Resolution and Order No. 9fi-44) which esquire the, construction of on-site water quality facilities. The applicant's narrative indicates that with the construction of this project, there will actually be a net decrease in the amount of hard surface area that will contribute runoff to the storm system. The newly created surfaces will lie within clarifiers and aeration tanks, which will direct any runoff into the sanitary sewer system. Therefore, a water quality facility for storm runoff is not required. However, it appears the applicant is proposing to construct a few onsite facilities. Since USA is the applicant, they will need to comply with their own standards for these facilities. MM HEARING'S OFFICER PUBLIC HEARING CUP1999.0M USA WASTEWATER TREAT MW PLAW EXPANSION PAGE 1s OF 18 ' 0 0 Oradinp and Erosion Control: USA Design and Construction Standards also regulates erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per USA regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. Existing Overhead Utility Lines: There are existing overhead utility lines along the frontage of SW Be Avenue. Section 18.810.120 of the TMC requires all overhead utility lines adjacent to a development to be placed underground or, at the election of the developer, a fee in-lieu of undorgrounding can be paid. If the fee in-lieu is proposed, it is equal to $27.50 per lineal foot of street frontage that contains the overhead lines. There is a significant frontage along the treatment plant, beginning from SW Durham Road. However, the bulk of the new development, which red the site development review, is occurring on the west side of SW 8 Avenue. Specially, the "newly-developed" frontage will be from the north boundary of Tax Lot 11 03 (2S1 14A) to the south boundary of Tax Lot 300 (2S1 14AD). This frontage is approximately 700 lineal feet; therefore, the fee would be $19,250. ADDITIONAL SITE DEVELOPMENT REVIEW CRITERIA Section 18.360(A) (2) through (A)(15) provides additional Site Development Review approval standards not necessarriillyy covered by the provisions of the previously listed sections. These other standards are addressed immediately below with. the following exceptions: t. The proposal contains no elements related to the following provisions and are, therefore, found to be snap livable as approval standards: 18.360.090A.3 gExterior elevations) 18.360.090.A.5 Privacy and noise: Multi-family use) 18.360.090A.6 Private outdoor area: multi-family use) 18.360.090.A.7 Shared outdoor recreation areas: multi--family use) 18.360.090A.9 Demarcation of public, semi-public and private spaces for crime prevention) 18.360.090.A.1 'I Public transit) 18.360.090.A.14 Provision for the disabled) The following sections were discussed previously in this report and will not be addressed in this Section: 18.360.090.A.12 Landscaping) 18.360.090.A.13 Drainage) 18.360.090.4 (Bu ring; Screening and Compatibility between adjoining uses) Relationship to the natural and physical environment: Section 18.360.090.A.2.a states that buildings shall be: • Located to preserve existing trees, topography and natural drainage where possible based upon existing site conditions; • Located in areas not subject to ground slumping or sliding; • Located to provide adequate distance between adjoining buildings for adequate light, air circulation, and fire-fighting; and ♦ Oriented with consideration for sun and wind. Section 18.360.090.A.2.b. states that trees shall be preserved to the extent possible. Replacement of trees is subject to the requirements of Chapter 18.790, Tree Removal. 8/8198 HEARING'S OFFICER PUBLIC HEARING USA WASTEWATER TREATMENT PLANT EXPA14SION CUP1899am PAGE 18 OF 18 0 0 • The expane w .ts Ioc.~ed outside the IrXdh and v lsnde baited po the site and sited to the maicMium bufs still staying out of sensitive areas. The setbacks provided offer distance beiween the proposed structures and exisdng uses. As discussed previously, the 1 1-10n of the structures will require the removal of only 14 out of 972 trees on the entire site. FINDING: Based on the analysis above, this standard is satisfied. Development In 100-year floodplain Section 18.360.090.A.8. states that where landfill andfor development Is allowed within and adjacent to the 100-year floodplain, the City shall require consideration of the dedication of sufficient open land area for greenway adjoining and within the !!to n. This area shall Include pardons at a suitable elevation for the consfructlon of a pedestrianlblcycle ay within the floodplain to accordance with the adopted pedestriant bicycle an. According to FEMA floodplain information, the site is not located within the 100-year floodplain. Therefore, this standard does not apply. FINDING: Because no development is proposed in the floodplain, this standard does not apply. Crime prevention and safety: Section 18.360.090.A.10.s. states that windows shall be located so that areas vulnerable to crime can be surveyed by the occupants; Section 18.360.090JLIO.d. states that the exterior fighting levels shall be selected and the angles shall be oriented towards areas vulnerable crime; and Section 18.360.090.A.10,e. states that light fixtures shall be providfed In areas having heavy pedestrian or vehicular traffic and In potentiall dangerous areas such as parking lots, stairs, ramps and abrupt grade changes. Fixtures shall be placed at a height so that light patterns overlap at a height of seven feet which Is sufficient to illuminate a person. The proposal is to fence the area off so that it is accessible only to employees. A condition has been imposed that requires emergency service personnel be provided access to the site, therefore, crime prevention and safety is adequately addressed. FINDING: Based on the analysis above, this standard is satisfied. Provisions of the underlying zone: Section 18.360.090A.15. states that all of the provisions and regulations of the underlying zone shall apply unless modified by other sections or this title, e.g., Planned Developments, Chapter 18.360; or a variance or adjustment granted under Chapter 18.370. The provisions of the underlying zone are addressed earlier in this report. All of these standards are met. FINDING: Based on the analysis abovq and throughout this report, Staff recommends the Hearings Officer find thatt the approval criteria of Chapter 18.360, Site Development Review are satisfied outright or can be met as conditioned. The City Building Division, City of Tigard Property ManagementlOperations Department, City of Tigard Utility Manager, The City Pol(ce Department has had the opportunity to review the proposal and has offered no comments or objections. 818198 HEARING'S OFFICER PUBW HEARINO UUV'w S"gER TREATMENT KANT EXPANSION CUPIGOOM 03 • R~ htls hod thy'' nV~w e IN it h~ i Wnu ,t 1 ,toW!y for BOO venue across tti~ PAY . r ago= V1. The Clay of Durhsm, Portland O"MW Elktrla, NW NoWnld On, TCI Cil*, Un i, Srweragn Apeney and US Wed were given the opportunity to review this proposal and submitted no comments or ob*Wns. General Telephone was given an opportunity to review the proposal and submitted the foliowi comments: Applkant to provide conduits per G ns. Any coats required to move existing facilit<es will be paid for by the applicant. J~ 30_ ,9g9 ~ PREP BY: Julia Hadjuk DATE Associate Planner " f July 30. 1999 APPROVED BY: /rdBewsmsdorff ^ DATE Planning Manager I-AWrPb*Aa%WP9$Mjpt dw • Cuplewo'm • r r!.:~Sv n STM J o a u I-_J I - L a -CITY OF TIGARD PLANNING DIVISION I ~ 1 w 1 I i N cir of r%pw (SMa04m "W• e: Jul 19,1999; C:Vmg ICMAPR lommomr City or rib -Conditional Use Permit Application Durham Wastewater Treatment Plant 16680 SW 86th Ave. Turd, OR 97n4 . h "OR 10300 SW Gnunburp Road SUIU 600 Porthnd, OR 91 April 1999 1 1 1 f l 1 1 1 • 1 1 1 1 1 1 1 • 1 Table of Contents Section 1 Application Form Section 2 Applicants Statement Section 3 Conditional Use Narrative Section 4 Composite Titles Section 5 Public Mailing / Meeting Information Section G Drawings Section 7 Geotechnical Report Section 8 Wetlands: Wetland Delineation Report Section 9 Downstream Impacts M I 177 -7"11" APPLICATION FORM • - ' ,elf •e 1 ✓ dry qy, A;C f 2 f ' r Fj h' k ~7' `c~`r$ i ' r• i y r~ ' _ c~,+ :x r,! F $ v~ f .t P ~'j~k", 5 ,}3 y,,ca5~ 'o :.tir - ,~f ~ 1. _ S „''`Y•'~: -,~r!' L'~~'{ipdy Ki•` Wit'-h~i ' 4 k ~ r ! u5 4}ti,rs;lc tarp f . e 4 r r r i Y t r l~{~ f~.{~~c~~ey~({ s ,~R k ~ nr h ~ rat ~ ~~..i. a ~ s r !~~{+r •1LSjiV. ~±`D~ ! ^ r, + P; al~lr ~~r 7}~}~vk ~~~rqqr M~"3 ~64'S~ }atn~'s 3 w + .t "3 1 ;'t t i n""! t h r 7g„~ S P .l, V-t ~aF' G4h o~ •s~~QQ,J •^cF'4$d' yk '4F"'ro. 6 • ~,x ~"i~ ~ ,>4 ~w ~''F ,r.,.' ' ar r ag~r ~ ~ > v v r~$b,:o71 n o . ~oa, °6 r~„'a ~i ff ~ t°^ a~nr°~m vw -ro 1 1 1 1 t 1 CONDITIONAF U SE I W\k TYPE 11 APPLICATION CITY Op BIRD 13125 SW He# B'ind., Tigard, OR 97223 (303) 639-4171 FAX.' (503) 684-7297 PRE-APP. HELD WITH: 1H18Q/IR GENERAL INFORMATION DATE OF PRE-APP.: ~j-25-98 Property Address/Location(s): 16580 SW 85th venue Tigard, OR 47224 Tax Map & Tax Lot #(s): 251-13B Lot 600/251-13BA Lot 6001 25W4A Lot 1103/251-14A Lqt 1101/251-14A Lot 1200/* Site Size: 114.74 acres Properly Owner/Deed Holder(sr: Unified Sewerage Agenc.L_ Address: 155 N. First, Suite 270 Phone: 681-5224 City: Hillsboro, OR Zip: 97124 Applicant*: Address: Phone: ity: Zip: Case No.(s): Other Case No.(s): Receipt No.: Application Accepted By: Date: Date Determined To Be Complete: Comp PlanrZone Designation: When the owner and the applicant are different people. the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written auttwrizadon with this applicetion. CIT Area:' V Application Elements Submitted: The owners of record of the subject property request Conditional Use approval to allow (please be specific): The Unified Sewerage Agency of Washinqton County intends to upgrade and expand the Durham Wastpwatpr Trpatmpnt arilitg This work will be conducted in Dhases to meet caaacity requirements for the Year 2010. r Q Application Form ® Owner's SignatureMritten Authorization ® Tide Transfer Instrument or Deed ® Site/Plot Plan V* or copies based an pre-app docit Ist) ❑ Site/Plot Plan {reduced 811:"x 11 ® Applicants Statement is of copies based an pre-.pp d,sck fiat) ❑ USA Sewer Use Information Card (DWa b oaftomplew st eppsCadm submittal) ® 2 Sets of Pre-Addressed/Pre-Stamped Legal Size Envelopes ® Filing Fee $1,615.00 , * 251-14AD Lot 200/251-14AD Lot 300/251-14AD Lot 100/251-14D Lot 100 rat. I MAN i la~rplnvna~lan doc r. List any VARIANCE, SENSITIVE LANDS RERWT, OR OTHER LAND 1JSE application: ACTiONB to be consldsnd as part of thb 1 1 APPU: . To consider an appgcadon compiete, you will need to submit ALL of the as deacribed on tin front of this application In the "Required Submittal " boar. (Detailed Submittal Requirement lnbmmation sheets can be obtained, upon request, for a1 types of Land Use Applications.) THE APPLICANT(S) SHALL CERTIFY THAT: RI5tIIRft • If the application is granted, the applicant WA exercise the rights granted in ac=dance with the terms and subjed to all the conditions and limitations of the approval. , • All of the above statements and the statements in the plot plan. attachments. and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this epplication, may be revoked if it is found that any such statements are false. The applicant has read the entire contents of the application, including the polices and criteria, and underAands the requirements for approving or denying the application. SIGNATURES of SAGh owner of the subject property. DATED this V. Owner's Signature T41 dayof ' 19 Owner's Signature Owner's Signature Owner's Signature 2 Moo! w t087-1 IT N`RAG A~ G~t v ~/24f99 W91764 2-25-99 1.615.00' 1 f 1 Toro $1.615.00 V.W f X ; ' rr { t V t If f r i r • 1 1 i APPLICANTS STATEMENT C 5~ f ~ C ~1, 1L~ 1't :!J 2 4+ Yib J ~U ~ t~-- t 1 ~I ~7 i. i •y L~ F i Y~ ~ . 1 1 i ;kft1 1• •}~Swit yz,'i ~'S3 ?q ~~~~BL3 ' rgJ { r'?. ~ a + ~ L ~K i 4t 4~ ~3 ° z' P y ,La * y "v f i u a~~ G + 1.Yi ~L.uny y''i?'~lTI.M; tF?Y'~Q{fi}' wr...,t`~'~r d r~'i{ ktn~:. 45'~ IY" [ya,~ 11' a~ ~ n ~c c dy o p 3''~A a~ U U { ~ N r L Nq~a ]fib m~ oat! B ~b b 'V Q~;pn ° ` c .w ~ © ._G - cK o ~ ~ ° a ~.,0° - roo i 4 ~A.'~ 8 ~ ~ :9'i ~elb~O~..~.p, @~ ~°1~.~ MR r„ i City of Tigard, Oregon Conditional Use Permit Application ' PROPERTY ADDRESS: DURHAM WASTEWATER TREATMENT PLANT 16580 S.W. 85th Avenue Tigard, Oregon 97224 PROPERTY OWNER: ' UNIFIED SEWERAGE AGENCY 155 N. First Suite 270 Hillsboro, Oregon 97124 ' APPLICANT S STATEMENT: ' The Unified Sewerage Agency of Washington County intends to upgrade and expand the Durham Wastewater Treatment Facility. This work will be conducted in phases to meet capacity requirements for the year 2010. Because of the special nature of this work, it is beneficial to the Agency to prepare separate construction contracts for this work. Anticipated facilities or improvements at the Durham Wastewater Treatment Plant are listed below: Incinerator Demolition and related equipment in the Solids Building Early-Action Excavation Excavation and placement of a rock mat for the Primary Effluent Pumping Station and Digester Complex No. 2 and associated erosion control and site work Modifications to the electrical facilities in the Raw Sewage Pumping Station ' Modifications to the existing mechanical screens in the headworks to reduce the screening opening from 112-inch to 3184nch Conditional Use Permit Apptication 1 Unified Sr*wap App 04114/" Durham Wut water Treatment Plant • Modifications to Primary Clarifier Nos. I & 2 Sludge Pumping Station Modifications to Primary Clarifier Nos. 1, 2, 3 & 4 influent and effluent piping Covers for Primary Clarifier Nos. 1, 2, 3 & 4 Primary Effluent Pumping Station Modifications to the Excess Flow Distribution Structure Modifications to odor control facilities serving the primary clarifiers, primary effluent pumping station and excess flow distribution structure Modifications to Aeration Basins inlet piping f Modification of selected aeration basin sluice and slide gates Provision of permanent "Stamford baffles" in Secondary Clarifier Nos. 1 and 2 Modifications to the Backwash Bisin outlet piping including metering and controls Conversion of the sludge blend tank to WAS storage Modifications to the gravity thickeners for permanent conversion to fermenters Fermenter overflow sump, transfer pumps, piping, and valves to return fermenter overflow to the PEPS Centrate Storage Tanks 1 & 2 Centrate transfer pumps, piping and valves to return centrate to the PEPS Centrifuge Nos. 6 and 7, pre-purchased by the Agency for installation in this project, and related piping and valves Centrifuge feed pumps, piping and valves Dewatered sludge conveyors and related equipment Solids Building bridge crane and structural supports Solids Building structural modifications Solids Building ventilation and odor control modifications Digester feed tanks, feed pumps, piping, and valves Digester transfer pump and related piping and valves in the existing digester complex Conditional Use Permit Applkation 04/14/99 2 Unified Sewerage Agency Durham WastewaWr Treatment Plant ' 1 1 1 1 1 i 1 I~ Provision of a mixer in the existing digested sludge holding tank Digester Complex No. 2 including Digester No. 4, Digested Sludge Storage Tank No. 2, Control Building and related equipment Process piping between digester complexes Digester Gas Flare structure No. 2 Raw sewage influent pump station structure, piping, equipment, electrical, and controls Fanno Creek, Lower Tualatin, and Tualatin interceptor piping modifications Storm flow bar screening structure ; Headworks flow control facilities Raw sewage process piping Site electrical modifications Associated site work Stormwater facilities for Phase 11 and Phase III Wetlands enhancement projects Community education center e Landscaping for Phase H and Phase III expansions Co OdMal Use Permit Application 04/14!99 3 Unified %WMV ;t Durham Wastewater Yneabn int Plant • , Cen,#lttidai U~1~'mtt A~iltntfiel, a This narrative'complics with the City 6f,Tigar0 re~u rcments to,- M- ide'_eup eiting docuMentad6n for the submitted drawingsdact ts, t+~orts, Ind sttedias,` :Thi: narrative will serve as a guide to the submitted ssn#'amnation Wiled information is contained to the respective drawings; documents, repoctc~and stitdies. All information submitted is intended to comply with the requiret s"' set forthYin the City of Tigard Community Development Code Chapter 18. The following information is contained in this application: 1. Application Corm 2. Owners Signature 3. Composite Titles 4. Applicants Statement 5. Drawings 6. Natural Hazard Assessment: Geotechnical Report 7. Wetlands: Wetland Delineation Report 8. Storm drainage facilities and analysis of downstream conditions 9. Conditional Use Narrative 9.1. Chapter 18.330 Conditional Use 9.2. Chapter 18.705 Access, Egress, and Circulation 9.3. Chapter 18.730 Exceptions To Development Standards 9.4. Chapter 18.745 Landscaping and Screening 9.5. Chapter 18.765 Off-Street Parking and Loading Requirements 9.6. Chapter 18.790 Tree Removal • 9.7. Chapter 18.810 Street and Utility Improvement Standards we Conditional Use Permit Applkation a/14/" 4 un~fkdsewaraip•A jency Dufisrn Wept itlr`TnNBlfe ~tMot ~ ~ him, fi fit' Vl~ `4 0 1 i 1 1 1 v ~ t, ,yf 1 ~it,`^ Tr rr ~r n~7Y v Ski ~ ~ j T t ?r, 5 ~ N ay~i ' - 1 /t yy 1, c "r '~T SI 1 ~.h £Si F1f 5~~]I~/S~ r ~ ~`l ~ to ~ii~h ~~R,~ , ;+~`].i~Si~~C~1[Tt'1^V`'e JCS • ~'(]y~ S 7 1. .3.. a. . r..r nS. -v.~~ M !~t] ....•~S.~ I.S~:~f6.•1~~'^ /.~3J`JS'Fa..,~ A :COINMOan*1: tls i(fal"t>. >tpplicitton. i Conditional Use drt~atf,xe Conditional USES 18.330 18.330.50.B.1 Adult Entertainment: N/A 18.330.50.8.2 Motor Vehicle Servicing and Repair: Only Unified Sewerage Agency vehicles will be serviced at the facility. 18.330.50.8.3 Fleet Storage: t This facility will not serve as fleet storage. ' , 18.330.50.8.4 Motor Vehicle Sales and Rental: N/A I j 18.330.50.13.5 Community Recreation and Parks: NIA 18.330.50.B.6 Heliports: N/A 7 V N/A B hi l F l S l 50 18 330 . . e c e ue a es: . . 18.330.50.B.8 Schools: N/A 18.330.50.8.9 Religious Institutions: N/A ' 18.330.50.B.10 Medical Centers: N/A ' 18.330.50.B. I 1 Cemeteries: N/A 18.330.50.B.12 Social / Fraternal Clubs / Lodges: N/A 18.330.50.B.13 Major Event Entertainment: N/A 18.330.50.8.14 Duplexes: N/A 18.330.50.B.15 Group Living: N/A 18.330.50.B.16 Emergency Services and Basic Utilities: Lot size: 4,998,070 square feet tb F 20 t 30 f t S k e ac s ront: ee ' Setback Side: 5 / 0 feet ' Setback Rear. 15 10 feet Cord twat Use Permit Appticatim S Unified SerMe W ABOXY 04/141" purhon Wastewater Treatment PLm t_ ' Setback Goner:. Special setbacks:. 50°" where abutd'ng es"~eiitial;wnes Special Setbacks: 25 feef from centerline of S.W. 01 Avenue Maximum Site Coverage: 85 % Maximum Building Height: 30145 feet Off street parking and loading will be in accordance with 18.765 Screening will be in accordance with 18.745 18.330.50.B.17 Non-Accessory Parking: N/A 18.330.50.B.18 Manufactured/Mobile Home Parks: N/A 18.330.50.B,19 Children's Day Cane: MIA 18.330.50.8.20 Drive-Up Windows: NIA • Access, Egress, And Circulation 18.705 18.705A30.A. Continuing obligation of property owner. The Unified Sewerage Agency will provide and maintain all access the the Durham Wastewater Treatment Plant. 18.705.030.B. Access plan requirements: See Drawings for scaled plans 18.705.030.C. Joint Access: The Unified Sewerage Agency is the sole owner of access to the Durham Wastewater Treatment Plant 6 18.705.030.D. Public street access: f( All access and egress points at the Durham Wastewater Treatment Plant connect directly to public streets ~J 18.705.030.E. Curb cuts: ,t Access will be not be provided by curb cuts • Conditional Use Permit Application 04114/" I, b l*VW Sayre w Agency Durham Wa~tawaar TneeOtn~nt islertt, 1 • 1 1 All on-site walkway,conWt to buildings a' jowtd tlooir level (see- Drawings for locations). All new walkway construction complies with current ADA standards All walkways are constructed of concrete 18.705.030.G. Inadequate or hazardous access: Proposed access locations do not increase hazardous traffic conditions and are adequate for vehicles servicing the facility 18.705.030.H. Minimum access requirements for residential use: NIA 18.705.030.I. Minimum access requirements for commercial and industrial use: Required parking spaces: 25 Parking spaces provided: 113 Two 30 foot paved site access points are provided 18.705.030.1. One-way vehicular access: N/A Exceptions to Development Standards 18.730 No Exceptions to building height, lot line setback, additional setback, or other miscellaneous requirements. Landscaping and Screening 18.745 18.745.030 General Provisions: The Unified Sewerage Agency will maintain all landscaping, trees, and lawn areas to the standards required by the City of Tigard (see drawings). 18.745.040 Street Trees: The existing street trees and new street trees will satisfy the City of Tigard street tree requirements (see drawings). 18.745.050 Buffering and Screeniffg: Buffering and screening will be provided along S.W. Durham Road, and S.W. 85`h Avenue. Additional screening is installed on the western boundary adjacent to Waverly estates subdivision (see drawings). N 5;:4 Cwditlmat Use Permit Apptkatim 7 IMifted•Seweraye ApnCy, o4I1~199 ourhem wastewater rnatime t-PLInt y~ a" c~'` ...emu o.~ CQnd~tto~tt►1 i roKit. A,-Vpfl400104 ` 18.745.060 Re-vegetation: I • will either to landscaped or, re-vegetated All areas disturbed during construction . with native vegetation (see drawings). , off-street Parking and Loading Requirements 18.765 18.765.030.A. Vehicle parking plan requirements: See drawings for scaled plan showing all on-site parking 18.765.030.B. Location of vehicle parking: All required parking spaces are located within 300 feet of the primary site building ' . 18.765.030.C. Joint Parking: NIA w 18.765.030,D. Parking in mixed-use projects: N/A 18.765.030.11 Visitor parking in multifamily residential developments: N/A 18.765.030.F. Preferential long term carpool/vanpool parking: N/A 18.765.030.G. Disabled-accessible parking: The existing building have the required number and size of disabled parking spaces. All new buildings will not be ofeupied and do not require parking spaces. t ermit: on uction e di t 18 030 1-L DE i 765 ' p c source c r Q r s n . . . The Durham Wastewater Treatment Plant has an existing NPDES ' stormwater discharge permit that will be maintained and updated with the DEQ. 18.765.040.A. Maintenance of parking areas: , The Unified Sewerage Agency will maintain all parking surfaces 18.765.040.B. Access drives: . , Access drives will be designed in accordance with 18305 i 18.765.040.C. Loading / unloading driveways: N/A ' 18.765.040.D. On-site vehicle stacking for drive-in use: N/A Conditional Use Permit Application a Unified kwvW AVM 04/14/" Durham Wutew&W Treatment Plant Conditional Uf ermit Application 18.765.040.E. Curb cuts: NIA 18.765.040.F. Pedestrian Access: Pedestrian access areas do not contain drop-off grade separation areas 18.765.040.G. Parking lot landscaping: ' Landscaping has been installed per 18.745. (see drawings) 18.765.040.H. Parking space surface: ' All parking surfaces are and will be constructed out of asphalt paving. 18.765.040.1. Parking lot striping: All parking lots are striped for clarity ' 18.765.040.J. Wheel Stops: All parking spaces have wheel stops 18.765.040.K. Drainage: Parking lot drainage is installed per USA standards 18.765.040.L. Lighting: All lighting will be installed to provide a safe access paths. Lighting will be installed and directed away from residential areas. 18.765.040.M. Signs: N/A 18.765.040.N. Space and aisle dimensions: See drawings for existing parking space dimensions 18.765.050.A. Bicycle Parking Design Standards: Bicycle parking is provided at all structures on-site 18.765.050.B. Covered parking spaces: Covered parking spaces are provided 18.765.050.C. Design requirements: All bike racks meet the minimum design standards Conditbnal Use Permit Application 9 Unified SerMmp Aoency ' 04114/99 Durham wastewater Natment Plant - Go.ndlti`Q~a,l l1.sEk emit Ap•Pl1,E;ition Y ' Tray Ramoval 18.790 See drawings for existing tree and new tree landscape plan. The development proposal preserves minimum of 75% of all trees greater than 12" in diameter. A tree protection ' specification will be included in contract documents where there is potential tree interference. Strett and utility Improvement Standards 18.810 i The Unified Sewerage Agency will consumct all new street and utilities to conform to ■ City of Tigard and Agency standards. See drawings for proposed strut and utility improvements. 1 ' w 1• i Conditional Use Permit Application 10 unit" Sewerage Agency 04/14/99 Durham Wastewater Tniibnent pwt'• 7. 1 1 1 t i 1 i 1 1 1 i 1 1 COMPOSITE TITLES I I 7 •1 4d,I 14~'F1' * r ~P~ ~ Y ~'yl Ffi f iF I A.~ ~J ~ ~ z 4 1 -~'r{ V~F °v- y . ~ < r 3t'rs~ y a t s h t , 3 ~2 $.f, f c~~ rye? k.k,>ti i tr~,t,~ ~ r°' , - ' 4 ~ 1F F• r~ 11. 2 ;.i~ Oil n T' 1'X C ~•s~ ~ ~ . .'i .SY. ...1rr•. #~'--,..Is:,i t~>t'[tt r ..fyS~'':~4` >u{,?~~~. k•`~~X~.~., ~s~ l P yx~r vY k..4 s_.,' a a _o .w .~aa .,r ~M AF Fist A6o*an ~u W ompn 7W A0 asWr1 MOW M TITLE ft9J W40A COWMV OF OUGON 1700 S.W. FOURTH AVENUE, PORTLAND, OR 972Q1.5512 (503) 222-3861 FAX (503) 7907865 or (503) 790-7868 February 10, 1999 i Order No. 871336 Re: Unifled Sewerage Agency LOT BOOK SERVICE Fee: $225.00 David Evans a Associates 2828 SW Corbett Avenue Portland. OR 97201 Attention: Gary Hutcheson We have searched our Tract Indices as to the following described property: For legal description see Exhibit "A" attached hereto; • and as of January 29, 1999 at 8:00 a.m.: We find that the last deed of record runs to: UNIFIED SEWERAGE AGENCY as to Parcels MY, CITY OF TIGARD, a municipal corporation. as to Parcels X and X11, and JOHNNA DARILLA HICKOX, NANCY C. HICKOX HILDICK, AUSTIN HENRY HICKOK JOHN PAWL HICKOX, CHARLES A. BALLENTI and PATRICIA L HICKOX BALLENTI. each as their interest appears of record as to Parcel XII; We also find the following apparent encumbrances within ten years prior to the effective date hereof: 1. Rights of the public and of governmental bodies in and to that portion of the premises herein described lying below the high water mark of the Tualatin River and the ownership of the State of Oregon In and to that portion lying below the high water mark thereof. (Affects Parcels XI and XII) 2. Any adverse claim based upon the assertion that some portion of said land has been removed from or brought within the boundaries thereof by an avuisive movement of the Tualatin River or has been formed by the process of accretion or relictfon or has been created by arNf vial means or has accreted to such portion so created. (Affects Parcels XI and )al)' ' 3. Rights of the public and of governmental bodies in and to that portion of the premises herein described lying below the high water mark of the Fenno Creek and the ownership of the State of Oregon In and to that ' portion lying below the high water mark thereof. (Affects Parcel 1) 4. An easement created by instrument, Including the terms and provisions thereof; ' Recorded December 31, 1957 in Book 401, page 42 Favor of West Coast Telephone Company, a corporation, its successors or assigns For Cable and wire for telephone and power purposes Affects : Parcel 11 r► 0 Page 2 Order No. 871338 r, 1., 1 0 5. An easement created by instrument, including the terns and provisions thereof; Recorded April 26, 1972 In Book 864, page 237 Favor of Tigard Water District For Water line Affects The Northerly portion of Parcel II f3. An easement crated by Instnmrent, Including the terms and provisions thereof; Recorded January 20, 1972 In Book 878, page 292 Favor of Unified Sewerage Agency of Washington County, a municipal corporation For Sewer Affects ParcelI 7. An easement created by Instrument, including the terms and provisions thereof; Recorded March 7, 1975 in Book 1013, page 459 Favor of Portland General Electric Company, an Oregon corporation For Electric transmission line Affects The Easterly and Southeasterly portion of Parcel 1 and the Southeasterly portion of Parcel It 8. An easement created by Instrument, including the terns and provisions thereof; Recorded August 25, 1975 in Book 1040, page 545 Favor of Portland General Electric Company, an Oregon corporation For Electric transmisslon line Affects The Southeasterly portion of Parcel II 9. An easement created by Instrument, including the terns and provisions thereof; Recorded August 15, 1979 as Fee No. 790326 93 Favor of Unified Sewerage Agency of Washington County For Sewer Affects The Southerly portion of Parcel VIII 10. Joint Substation Construction and Maintenance Agreement, including the terms and provisions thereof, Dated February 6. 1990 Recorded May 24, 1990 as Fee No. 90.26429 Between Portland General Electric Company, an Oregon corporation, and Unified Sewerage Agency, an Oregon municipal corporation (Affects Parcel 11) 11. An easement created by Instrument, Including the terms and provisions thereof; Recorded : October 9, 1990 as Fee No. 90-55761 Favor of : Portland General Electric Company, an Oregon corporation For : Electric power line Affects : The Southwesterly portion of Parcel II 12. An easement created by Instrument, Including the terms and provisions thereof; Recorded June 3, 1993 as Fee No. 93043494 Favor of Tigard-Tualatin School District 23J For Storm drainage Affects The Easterly portion of Parcel 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 Page 3 Order No. 871338 • 13. An easement created by instrument, Including the terms and provisions thereof; Recorded : June 3, 1993 as Fee No. 93043495 Favor of : Tigard-Tualatin School District 231 For : Sewer Affects : The Easterly portion of Parcel I 14. An easement created by Instrumerd, Including the terms and provisions thereof; Recorded December 14, 1995 as Fes No. 95091700 Favor of James W. Castle and Audrey Cas q For Storm drain Affects The Easterly portion of Parcel II 15. An easement created by instrument, Including the terms and provisions thereof; Recorded : January 7, 1998 as Fee No. 98001400 Favor of : Clri of Tigard, an Oregon municipal corporation For : Access, bikeway, pedestrian way and tray l Affects : The Southwesterly portion of Parcel IX IS. Dedication Deed.Greenway, Including the terms and provisions thereof, Dated : December 23. 1997 Recorded : January 12, 1996 as Fee No. 98002360 From : Nancy C. Hickox Hildick, et al To : The public (Affects Parcel XII) 17. Declaration of Conditions and Restrictions, including the terms and provisions thereof, but deleting restrictions, if any, based on race, color, religion, sex, handicap, familial status or national origin. Imposed by Instrument Executed by City of Tigard Recorded December 21, 1998 as Fee No. 98143835 (Affects Parcel X) i 8. Restrictions shown on the recorded plat/partRion as follows: `This partition plat Is subject to conditions of approval per Case File No. PAR 97-07, City of Tualatin." (Affects Parcel )(I) 19. The City of Tigard did not join In on the Dedication and Execution of partition plat No. 1998.65. A ratification will need to be recorded as the City has tee title to Parcel 2 of sold partition plat 20. Unrecorded leases or periodic tenancies, I any. We have also searched our General Index for judgments and state and federal tax liens against the above named grantees and find the following: -NONE- a page , Order No. 871338 We also find the following unpaid taxes and city hens: 1. Takes for the year 1997.98: • Tax Amount $1,089.49 Unpaid Balance $ 2.33, Plw Interest, I any. Code No. 023.78 Account No. 2S114AD-00100 Key No. 517435 (Affects Parcel VIII) Taxes for the year 1997-98: Tax Amount $1,546.46 Unpaid Balance $ 2.81, pits Interest, fi any. Code No. 023.78 Account No. 2S114AD-00200 Key No. 11964813 (Affects Parcel VI) 2. Subject property Is under public ownership and is tax exempt. Any change in ownership before delivery of assessment roll may result in tax liability. 3. The assessrrwnt rdl and the tax roil disdose that the within described premises were specially zoned or classified for Farm use. ff the land has become or becomes disqualified for such use under the statute, an additional tax or penalty may be imposed. (Affects Parcels VI, VIII and VQ 4. A lien in the amount of $21,023.02 as disclosed by County Tax Roll. Tax account number 2S114AD- 00100. .(Affects Parcel VIII) 5. A Ilan in the amount of $3,274.74 as disdosad by County Tax RON. Tax account number 2S114AD-Q0200. (Affects Parcel VI) 6. A lien In the amount of $15,440.47 as disclosed by County Tax Roll. Tax account number 2S1 14D-00100. (Affects Parcel I%) 7. City (Jens, if any. of the City of Tigard. 8. City Uens, If any, of the City of Tualatin. 9. Statutory Powers and Assessments of Unified Sewerage Agency. 0 THIS IS NOT A TITLE REPORT, since no examination has been made of the title to the above described property. Our search for apparent eacurnbnnces was limited to our Tract Indices and thwefore above IMIngs do not Include eddltlornl matters which might have been disclosed by an w aminatlon of the record ' tide. We assume no liability In connection with tin Lot Book Service and wB not be responsible for errors or omissions therein. The charge for this service will not Include supplemental reports, rechecks or others services. FIRST AMERICAN TITLE INSURANCE COMPANY OF OREGON 1 ` 1 JENNIFER L WATSON Commerclal Title Examiner (503) 790-7805 ' JLW:air 1 1 N 7, U THANK VIW FOUR GMOOtSlNG RRff AAfVW A -1 AN ft Hoofs fforlm b aftt III N w we &W ' .N_ Y 0 0 Order No. 871335 EXHIBIT "A' P CEL I: A portion d that tract d land In the Northwest on"t "d Section 13, Township 2 South, Range 1 Wet. of the Willamette Meridian, In the County d Washington and State of Oregon. conveyed to Harry and Elizabeth Hambach as described and recorded In Book 157, page 119 and Book 218, page 203, Deed Records of said county, the sold portion being more particularly described as follows, to-wit: Beginning at the Southwest corner d the Northeast ore-cprarter of the Northwest one-quarter of the aforesaid Section 13, the said beginning also being the Northwest corner of that tract of land described In Deed to Oregon Electric Railway Co., recorded In Book 288, page 97, Deed Records of said county; thence along the Northerly fine of said Rahway Company Tract North 89'80' East 274.93 feet (North 88'50' East 282.80 feet, prior deeds) to the Northomsterly line of the sold Railway Company's right-d-way; thence, along Said right-of-Wray North 5r49' Fast 287.85 feet to the located canter Ilne of Fenno Creek. thence, Wang the located carter Ike of Fenno Creek, North 36'48'45' West 220.37 feet, and North 33027' West 150.40 feel. thence, leaving the located center line of Fanno Creek and baclrg the Easterly projection d the Southerly line of that tract d land conveyed to Durham School District No. 82 by Deed recorded In Volume 322, page 470, Deed Records d said county, South 89' 42' West 305 feet to the Easterly lane d County Road No. 531: thence, along the Easterly line of the portion d said mad now vacated, South 0' 10'30` East 454.44 feet to the place d beginning. MCEL II: A parcel of land In Section 13, Township 2 South, Range 1 West, of the Willamette Meridian, In the County ' of Washington and State d Oregon, more particularly described as Wows: Beginning at the Northwest comer of Section 13, Township 2 South. Range 1 West, of the Willamette Meridian, and running East along the North line of saki Section 13 to the Northwest corner of that certain tract conveyed to Donald Leslie Moore. st ux, by Deed recorded June 15, 1948 in Book 266, page 351; thence South along the West line of said Moore Tract 440 feet to the Southwest corner of said tract; thence ' East Wong the South line of said tract 142 feet; thence continuing East along the South line of that certain tract conveyed to Harold L Edwards, st tnc, by Deed recorded September 20, 1949 in Boric 299, page 158, to the Northwest comer of that certain tract conveyed to Durham School District No. 82. by Deed recorded July 10, 1951 In Book 322, page 470; thence South along the West line d sell School District Tract 434.5 ' foot, more or less„ to the South fine of that certain tract conveyed to Fred R. Harrison, st uhc, by Deed recorded In Book 218, page 336; thence East to the East line of the west one-half of the NorthW" one- quarter d said Section 13; thence South along said East line to the Northwest corner d the Southeast one- quarter of the Northwest one-quarter d said Section 13; thence Easterly Wong the North line of the Southeast one-quarter of the Northwest W"uarter of said Section 13 a distance of 282.2 feet, more or less, to the Northerly right-of-way line of the Oregon Electric Railway Ca; thence SMOMS erfY along said Northerly line to the South line the Adam Shaver Claim; thence West along said South Clain IMe to the one- ~rter section post between Sections 13 and 14; thence North 2843.92 feet, more or lass, to the point d ' EXCEPTING THEREFROM those portions lying within the boundaries'd SW Durham Road and SW.85th Avenue. ' PARCEL III: That part of the Northeast one-quarter of Section 14, Township 2 South, Range / West, of the Willamette Meridian, In the County of Washington and State of Oregon, described as follows: Beginning at a point on the East line of Section 14, Township 2 South, Range 1 West, of the 1Nillamette Meridian, In the County d Washington and State of Oregon, 66 rods South of the Northeast corner of saw section: thence west parallel with the North line of said section 209 feet; thence North pardel with the Fast line of said section, 209 feet: thence East parallel with the North Ilrne d said section 209 feet; thence South along the East line of saki section, 209 feet to the point of beginning. " " • A EXHIBIT continued Page 2 Order No. 671338 EXCEPTING THEREFROM i l i ' on any port y ng within the boundaries of SW 85th Avenue. PARCEL IV: That part of the Northeast one-quarter. of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, In the County of Washington and State of Oregon, described as follows: ' Beginning at a point on the East dine of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, in the County of Washington and State of Oregon, 66 rods South of the Northeast corner of said section; thence North 209 feet along the East dine of said section to the true place of beginning; thence , North along the East line of said section, 77.75 feet; thence West parallel with the North line of said section, 620 feet to'the East fine of the Tigard Union High School Tract as described in Deed recorded January 20, 1966 In Book 585, page 210, Records of Washington County, Oregon; thence South along the East line of said School Tract 286.75 feet to a poh* on the South line of the Brooks Tract as described in Deed recorded November 12, 1943 M Book 224, page 45, Deed Records; thence East parallel with the North line of said sectkn, 411 feet to the Southwest comer of the Olson Tract as described In Deed recorded May 28, 1964 In Book 514, page 125 Records of Washington County. Oregon; thence North along the West line of said , Olson Tract 209 feet to the Northwest comer thereof; thence East along the North line of said Olson Tract 209 feet to the true place of beginning. EXCEPTING THEREFROM n ti l i h hi b i d i f W y por on y a ng w oun ar t n t es o e S 85th Avenue. PARCEL Y: r ' A tract of land in Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, in the County of Washington and State of Oregon, described as follows: Beginning at a point 30 rods South of the Northeast comer of said Section 14; thence West 53% rods to a stake; thence South 60 rods to a stake; thence East 53% rods to a stake; theme North 60 rods to point d beginning, EXCEPTING THEREFROM the North 36 rods conveyed to James F. Brooks and Essle M. Brooks In Deed Book 224, page 45. ALSO EXCEPT the West 260 Not thereof. ' FURTHER EXCEPTING THEREFROM those portions described in Warranty Deed recorded April 7, 1977 in Book 1156, page 586 and more particularly described as follows: , TRACT A: That part of the Northeast one-quarter of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, In the County of Washington and State of Oregon. described as follows: Beginning at a point on the East line of Section 14, Township 2 South, Range 1 West, of the Willamette ' Meridian, in the County of Washington and State of Oregon, fib rods South of the Northeast comer of said section; thence West parallel with the North line of said section 209 feet; thence North parallel with the East line of said section, 209 feet; thence East parallel with the North line of said section 209 feet; thence South ' along the East line of said section, 209 feet to the point of beginning. EXCEPTING THEREFROM any portion lying within the boundaries of SW 85th Avenue. TRAM; That part of the Northeast one-quarter of Section 14, Township 2 South, Range 1 West, of the Willamette ' Meridian, In the County of Washington and State of Oregon, described as follows: Beginning at a point on the East line of Section 14, Township 2 South, Range 1 West, of the Willamette ' Meridian, in the County of Washington and State of Oregon, 68 rods South of the Northeast corner of said section; thence North 209 feet along the East Iine of said section to the true place d beginning; theme North along the East line of said section, 77.75 feet; thence Went parallel with the North line of said section, EXHIBIT "A" continued Page 3 Order No. 871338" en feet to the East line of the Tigard Union High School Tract as described In Deed recorded January 20, 1968 in Book 585, page 210, Records of Washington County, Oregon; thence South along the East line of ' said School Tract 288.75 feet to a point on the South line of the Brooks Tract as described In Deed recorded November 12, 1943 In Book 224, page 45, Deed Records; thence East parallel with the North line of said section, 411 feet to the Southwest comer of the Olson Tract as described In Dead recorded May 26, 1954 In Book 614, page 125 Records of Washington County, Oregon; thence North along the West line of said Olson Tract 209 feet to the Northwest corner thereof; thence East along the North line of saki Olson Tract 209 feet to the true place of beglnning. EXCEPTING THEREFROM any portion tying within the boundaries of SW 85th Avenue. ' PABCEL Vl: A tract at land being a portion of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, in the County of Washington and State of Oregon, more particularly described as follows: Beginning at a point on the East line of said Section 14 that Is 1921.1 feet South of the Northeast comer of said Section 14, said point being the Northeast corner of a tract of land conveyed to Unified Sewerage ' Agency, by Deed recorded April 15, 1977 In Bodo 1158, page 415; thence West following the North line of said Unified Sewerage Agency Tract and the Westerly extension thereof, a distance of 375.0 feet; thence North parallel within the East fine of said Section 14, a distance of 242.0 feet; thence East parallel within the North line of said Unified Sewerage Agency Tract, a distance of 375.0 feet to a point on the East line of said Section 14; thence South following the East line of said Section 14, a distance of 242.0 feet to the point of beginning. EXCEPTING THEREFROM any portion lying within the boundaries of SW 85th Avenue. PARCEL. VII: ' A portion of that tract of land In Section 14, Township 2 South, Range 1 West, of the Willamette Meridian. In the County of Washington and State of Oregon conveyed to the Willlane Corporation by Deed as recorded at page 531 of volume 285 of Washington County, Oregon Deed Records, and more particularly described as begkwft at a point on the East line of said section at a point which Is South 1921.1 feet from the Northeast comer of said section; thence from the point of beginning West 295.2 feet: thence South parallel to the East line of said section 295.2 feet; thence East 295.2 feet to a point on the East line of said section; thence North along the East line of said section 295.2 feet to the point of beginning. EXCEPTING THEREFROM any portion lying within the boundaries of SW 85th Avenue. ' PARCEL fill: A part of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, In the County of ' Washington and State of Oregon, more particullarly described as: Beginning at the one-quarter section post between Sections 13 and 14, said Township and Range; theme ' North along the section line, 6BY. rods to a right of way deeded to Oren W. Shaver, thence West 40 rods; thence South 68% rods; thence East 40 rods to the place of beginning. ' EXCEPTING THEREFROM that portion described as follows: A portion of that tract of land In Section 14, Township 2 South, Range I West, of the Willamette Meridian, conveyed to the W'pijane Corporation, by Deed as recorded at page 531 of Vdume 285, Washington County, Oregon Deed Records, and more particularly described as beginning at a point on the East line of said section at a point which Is South 1921.1 feet from the Northeast comer of said section; thence from the point of beginning, West 296.2 feet; thence South parallel to the East fine of said section, 295.2 feet; thence ' East 295.2 feet to a point on the East line of sold section; thence North along the East line of said section, • • • EXHIBIT "A" continued Page 4 Order No. 871338 295.2 feet to the place of beginning. FURTHER EXCEPTING THEREFROM that portion described as follows: 0 Beginning at a point on the East line of said Section 14 that is 1921.1 feet South of the Northeast comer of said Section 14, said point being the Northeast comer of a tract of land conveyed to Unified Sewerage Agency, by Deed recorded April 15, 1977 In Book 1158, page 415; thence West following the North line of said Unified Sewerage Agency Tract and the Westerly extension thereof, a distance of 375.0 feet; thence North parallel within traEast line of said Section 14, a distance of 242.0 feet; thence East parallel within the North line of said Unified Sewerage Agency Tract. a distance of 375.0 feet to a point on the East line of said Section 14; thence South following the East line of said Section 14, a distance of 242.0 feet to the point of beginning. PARCEL IX: A part of that tract of land In Sections 13 and 14, Township 2 South, Range 1 West, of the Willamette Meridian, In the County of Washington and State of Oregon, conveyed to Melville Eastham, et ux, by Deed recorded in Book 176, page 287, Washington County, Oregon Deed Records, more particularly described as follows: Beginning at the one-quarter comer of the East line of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian; and running thence West along the North line of the South one-half of said Section 14, a distance of 1175.0 feet to an Iron, which Iron Is the Northeast comer of that tract of land conveyed to Washington County. by Deed recorded April 9, 1962 in Book 460, page 414, Deed Records of Washington County, Oregon; thence South at right angles to said North line and along said Washington County Tract, 548.8 feet to an iron; thence continuing South 75 feet, more or less, to the center of the Tualatin River; thence downstream in the center of saki river, 800 feet, more or less, to the North line of the Southeast one- quarter of the Southeast one-quarter of said Section 14; thence East along the North line of the Southeast one-quarter of the Southeast one-quarter of said Section 14, 980 feet, more or less, to the West boundary of the S.P. S S.R.R. right of way; thence Northerly along said R.R. boundary, 1330 feet, more or less, to the North line of the Southeast one-quarter of Section 13, Township 2 South, Range 1 West, of the Willamette Meridian; thence West, 75 feet, more or less, to the place of beginning. EXCEPTING THEREFROM that portion conveyed to the City of Tigard by Deed recorded October 30, 1998 as Fee No. 98122505, being more particularly described as follows: A tract of land situated in the Southeast one-quarter of Section 14, Township 2 South, Range 1 West, of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, described as follows: Beginning at a % Inch iron rod with yellow plastic cap Inscribed "Kampe Assoc. Inc.", being the Northeast corner of the property described In Deed Book 460, page 414 of the Washington County Deed Records, also being the Northwest comer of Parcel II as described in Fee No. 96080099 of the Washington County Deed Records; thence South 88° 3746" East, along the North line of said Parcel il, and the South line of Parcel 2, PARTITION PLAT NO. 93-078, as recorded in the Washington County Records, a distance of 514.86 feet to the Southeast comer of said partition plat; thence South 1°35'43" West, along the extension of the East line of said partition plat, a distance of 525.00 feet; thence South 67°39'13" West, a distance of 283.63 feet to the top of the high bank of the Tualatin River; thence along the top of the high river bank the following five courses; thence North 49°27'18" West, a distance of 17.85 feet; thence North 57° 14'11" West a distance of 43.39 feet; thence North 64°07'23" West a distance of 99.06 feet; thence North 84°34'28" West a distance of 85.39 feet; thence North 82°45'23' West a distance of 27.12 feet to the West line of Parcel 11 as described in Fee No. 96080099; thence North 01 *22'18* East, along the West line of said Panel II, a distance of 550.30 feet to the point of beginning. 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 lip • ue~ ct:aeaont oz S2sctr4 .a Ttaoi_5.: 3a. Cis 'aftzN:~'•:taY of `nr,#1-- ~.'2~tili kyC►A tl'M a~~ZV~L Ord ~ t>C.t.S~Sll1M~4 C~f~yt:etl•t4. taSF •Jr.,~ 3t th3 xakeast dr-04&-vey (WA/tip) o: &U# ftAhWC0, i~uu~uastcr ~tii . Sectto,: 13, lowm6bilp 2 ;LvAhs e 1 'il@wi-1 4416040 l~sridlon) e4 ' tit certain parcel to thss ftrth"sMi ~-~iL?COY' t v j/4 OZ' Lbi 3v'lthc:mxt . one rquartar (32 IN Or ho $arthwook 0A-~i~+Ki'*r Mr 1% Ja) at oeCtice :3 ' ! zivasaiy a' South, dsaba Z '•taat, Ally arto go ri~.l.an, rrrlor ecat ayeA to the . Ortsm Electric &LIWAy Cermo y Id Boat 2Aa st Page 97, as h "eft dubvqure* . meastosrd, all Ly:ng in 9isahiWcu C•:;ja:y, (,1ret-ea. c• The aCorassil easamnt ;el.,g rows! jarticul-irly, described in ; :a! 1c~s. to-kit - Asginoi. g a. au trsn rod. e t tho paint of inicer~e~•t,scra of tt v s. • sa3t .Lne or Ownty i9u. Va. 532 and the atster y pro jlectior. of :ht :r;•.:~:ray ..1n.n t t =Z i:'tAs.. r,Z.. Yv DAM-' w cc ./4f Ya a4t . Z• Wed ot• 2.Raor4 ip BDCJ: --m at ?Me 470,0 ii"hilidtoa Cowty :iced ?aaorls, rrhe . ~ said Iran rod alea bet Ax it a ptsieit: them bftre N=m~% 44tni'v^w ' • ~ . &mth"Iy prod"ctf ca o: a is said East Sine of said ~:ouJ Fswai aa. 532, s Uetmma or h54.41, ftat. • a WI the iron bo_t at the ;c.iLs: code: c: the . . :rMtheast quarter or the Northveit ii-'artse of ::cct1.cr1 1. 1 woe- p 2 sovta 't , , .ar.;e i west. Llis e:te Jlel- iaa, Lre acid iron butt nlsa :eizc at tt , I~~ Vic.-%wast.• corAar of Lht,.s certain parcel c-iuve:ye :a the O:e g.,:t kltk iC It.••.. ~ i;ziltiW Cowtmiy h•; Z*od or Raaar1 ir. Swk 2W it Fain W-Ph=ns,:.on C*Aa:y • ~ v .ri•r!\i-bj 1,464--w-_-, z=s i ~ *•.'9L`iLs -:b+!' 3FCTE':i•..~ t:...~ . S tine Crintors' lcdk and th : bforessid ewrly p o jectioei of t r.e tins r th 1 : r - ' ' 0 1, 0 : o a3 • o .:u _ :;cr,oi District trac9 w:rta 4 +9 2 :aaM =5 .:et ' e ' ra the 511M 7avcsi OF MWIPMO,':.LI; + Mam :Q.t:irAcp :tic!•th t ~421 t3st a sect i ' to %be iQrated CQCtAr O SANTO C?.J:M iWC3 an the •e a! d iocitc-.; cenrcr - fo t:i8 :ion-t ave3teriy it - -of -way Uzi of the Oregon Electric • y, aia.rjjl$•rlfi:df; W:aRCE, 1rmalu3 ghee jaL3 ' -1 ''•i"' •..P Nuts :Isis ::t:~.~ _ cJj.Or! fNec to on i arwraew%ion with the aim: Site:r ly line o: ' +-L cimrai r. &oreaatd , u u .18 "e d parcel of the oe zaaa Electric Atilt. y Ccrr, e.•tl' a rA r.;n1 as dw-c.3 cod _ In L4seyJc Ecrd at *e . . i s d ..-La ! - to ar . oir► f in.. rs :t crs vii-ii e 5c~::ceriy' t"'0.;CSs.:st o: %;c F.:ste-4 Une of the P rtiou of CG;I v;t Z-.,*4 W. 511 Wit Litmte-A; MiAiNMt transn!3-the 3p&14 ,c,.?':t.CY'iy f,rB.aCC , ti-ml~ N;O. Z•4vli C-910, • best 33. V. reef :v a ; 'm -:W : a 13 ~ 'ce` aer- reAw ed ra r3SM. ar„i,aa ;a ''let a.''o.-e eaEi~rer tit t : ^y~~^^ ~t~ w r • ~ ~ ~M ..y ~ A.-{F4~1/~,• .►@~ V i. !1r•4 K . • ~ • • _ 1 ~ • Idto the sesid ::t -.?a •t by. :tia th 574last off A4 *C$ i Yt3 'i Pi: L214 t`i" - St`.•c:se;,S.on i..1 _ n::~raaal;,lotsc•; it P seca;aiti fr. Aak ' iaige 47; l.D.Na, Criv-tt-; _}'s ••4i Yn ~~Y43t r►;6Y r.4-:..-~J .VC1 ~'s•. ter' :4 • a•oth••• ti• 1"a• a{~ i ~y+*.i may, rYV W;ri }'"5•~ Ti ~~v 'L: rLi1 w'~:i L0 '-•'s the rrSau NVye o The :arreia ac:+es 4P,*crlUi nfr;'a`->: may is st..shpt aec: rs~: , L' .n print of Ow :i=;i •;4mcaL Sle:etria =.•;ciur►ye;. +4:~vlrro asu.'1 rz~ ,4! +7 a :~L41! 3f rrfe. 4C t,.ert a IS a kr ~`j 5 :L:• Ct. %14 tr»a it'll ur J L,~•{, 1 1 EX Off 'A' condnued Page S Order No. W1338 PARCEL X: 41 1 1. s 1 1 t 1 A tract d land situated In the Southeast oneluarter d Section 14, Township 2 South, Range 1 Weal, of the Willamette Meridian, In the City of Tigard, County d Washington and State of Oregon, described as follows: Beginning at a % Inch Iron rod with yettow piaedc cap itnscr1,11ad 'Kampe Assoc. Inc.", being the Northeast comer of the property described In Deed Book 46Q page 414 of the Washington County Deed Records, also being the Northwest corner of Parcel II as-described In Fee No. 91080099 d the Washington County Deed Records; thence South 88'37'46` East, Wong the North line of said Parcel II, and the South line of Parcel 2, PARTITION PLAT NO. 93-078. as recorded in the Washington County Records, a distance of 314.88 feet to the Southeast comer of said partition plat thence South +•35'43' West, along the extension of the East fine of said partition plat, a distance of 525.00 feet; thence South 6r39'13' West, a distance of 283.83 feet to the top of the high bank of the Tualatin Bluer; thence dong the top at the high river bank the following five courses; thence North 49'2r18" West a distance d 17.85 feet; #mm North 5r14-1 V West a distance of 43.39 feet; thence North 6460r23" Weal a distance d 90.08 feet; thence North 84.34'26" west a distance of 85.39 feat; thence North 82' 45'230 West a distance of 27.12 feet to the west fine of Parcel 11 as described In Fee No. 913080090: thence North 01.22'18' East, along the West line of said Parcel 11, a distance of 550.30 feet to the point of beginning. Parcel 2, PARTITION PLAT NO.1998-65. In the City of Tualatin, County of Washington and State of Oregon. PARCEL Al: A tract of land situated in the Southeast on"uarter of the Section 14, Township 2 South. Range 1 West, d the Willamette Meridian. In the City of Tigard. County of Washington and State of Oregon, described as follows: Ali the land described In Docurtrent No. 91065110 tying North of the mean high water line d the Tualatin River. more particularly described as follows: Beginning at the East onequarter corner of Section 14, Township 2 South, Range 1 West, d the Willamette Meridian; thence South 01°27'29' West, along the East line of said Section 14, a distance of 1315.60 feet to the North lino of the South one-half of the Southeast one-quarter, thence North 88'39'13" West, along said North line, a distance of 346.54 feet to the Northwest comer of land described In Document No. 91065110 of the Washington County Deed Records and the true point of beginning; thence South 00'40'21" West, along the West line d said Document No., a distance d 59.22 feet to the mean high water fine; thence along the mean high water line the following four courses; thence North 62.56'57' East a distance of 52.74 feet; thence North 68°45'57' East a distance of 23.60 feet; thence North 74'55'28" East a distance of 3427 feet: thence North 70` 20'S9r East a distance of 42.94 feet to the North line at the South one-half of the Southeast w"uarter of said Section 14; thence North 88'39'13' West, along said North line, a distance of 141.84100 to the hue point of beginning. ti T" MAN i$ FVP klp* A CONVENIMA M L90ATING $"VI t TMO 4QMMI~IY ' A4"92 NO LIAOIW ANY VARIATIONS AO MAY 09 COG4044 O'4AL etIAVEY R* w*m Qf'OMTM' 1700 S.W. FOURTH AVENUE. PORTLANO. OR 97201.5512 (S03)'222-3851 2 2S JW 13BA 2S 1 1" ' -4 7-010 MIRY t ■ f~" SOY-SOF ire. - 2UW 14A, 1. 30-448 i L.4. 23-74 A .00 040 LIr -Ilm I' ~ 1 sr..r ~ X fs 'W,. •.,m. 1~ i$ 23-74 ! t. ~I III i~~ _ ~ ~ ~ 2r-78 IT Mr 23-87 i 2x 4 _ ~ y. .Y Y •y c 1 { 9-74 1 SEA! ,o _ * , -4MC:r~:~ t1 S+~Klf~ur • + I 1• 1 and lit Witneu Whereof, the said first parties ha%v caused this irsstroment to he executed this ............................................Jay Y• i , .:.:i.:..._..... ».:i,:::..««...lY. a. ::...a.».........»..»......., her wife, In coruideratiort of iM IliHl Of...................»...... ...#i~A..~14. .r w .r..~.,.,~.+~...r...;«.w. Dollats (=.1~ rtteipt of tnbltlt p Tieiidy ',ecktiQw edged, eonwy........... dQ grant.......... to the WEST COAST TELE- PHONE COMPAXT, a corporatiom its seseeesam or swigrttl, the ORAKTFA a perpes" tight-of•way and easement over and ' e across the folbwin; described property, st'''ated k the C70t1NIT OP...."jg. .,pgtost STATE UP .........................began.......................:....., and partkalmly described as follows: The north I of the SS of section 24 wA the.notft } 6f the SW } of Section 13, all in Taimship 29 Range 1 WWK lose exceptions as recorded is Records of -Mods Book 176 Page 287 for Washington Cquatya Oregon. The Grantee Mall have tbi right'to'p3ace cable and wire for tolsphone ttnd power purposed over and above tho Grantor's property as folloros Beginning at a point on the north lim of the Grantor I a peopertr in SectLiii -1y; "M-9 " 1,11-MI, 14ashi.ngton County, Oregon, said point being east a distance of 20 feet from Vii t corner of the west line of said orange a A running thence S 22' 241 east for di.W'1knt~e'of"106 feet to the Oregon t_U' 'Otrl:o Railti r right of way, , See Drawin 1t 4180. Ent. P36-8058 a~ ~>~stratlesitr~ st~pslee~gtapsr~s lrorµv➢east~~ges3 tes fsvo■aoanpSde.octds~adhax~~t~a~t+sY employees o,r[ said V, nRve sh4 any tune when neceuary, have access to said right-91-way and the poles with necessary wires, crossarms, cables, totldutU and fixtures thereon, and/or thereunder for purpows of repairs, replaeemettes, etc., provided always that said grantee shall be responsible for damage which nay be done to the property above described, by reason of such ' access. 1 u/ - " . Signed arrJ Sealed in presence of TQA0a1!' AfO1t ~ .................,,.,........................5$11'. STATE OF ' 43 COUNTY OF r............... Be it remembered that on chit.. day of 114. before me, the undersigned, a J~otarytblk, appeared..................................... :d ' s ' to me personally known, who be+ng duly sworn did ssy :fart he, the said is Secretary of............. a corporation; that the seal af- fixed to the foregoing hu:rument it des corporate seal of laid corporation; and that said instrument was signed and sealed in bc• half of said corporation by authority of its Board of Directors; and the said ....................................................................................and acknowledged said instrument to be the free act and decd of said curporauan. IN WITNESS WHEREOF, 1 hate hereunto see my hand and affixed my official seal the day and year last above in this _ _ •'r r~iji:.trC_ q:Ti ;rC1j._ - Notary Public for MY Commission Expires STATE OF...ft#6&W RiA t*1v COUNTT OFAX.M94M............................ SS. Be it remembered that on this i MA .......day of................................. Sl I ' 5.7 - - • W,..a t *..tti ~esaiti b.'Jvre me, the understg"ed, a Notary Public, appeared... t+es't*war-T ..'j E......dti.....tb..t#s to +ne personally knower to be the identical person described in and who executed the within and foregoing iristrrunew.... and ark,rowirdged to me that ..Uff............ executed the same freely and voluntarily and for the uses ar"! pur• vses A reir_ %pressed. ' In Witrncss Whereof, 1 have hereunto set my hand and rotary Seal the date and year Oat above herein u•ritren. i~llfelllf~.... • Notary Public •for..~t~C>1NNtt~..... ' My Commission Expires. AU U.6... ~ d ~ Izl gj ~ y~ r? • ss s A ~ V ti M O O n ' 9a _w ~O •:r: 1w O ~v ..._.7~..^IfY r is .a U , t. F 1 1 1 1 y e .h •ply ' Ih :TFIF~ UlC r L,: SL'h~.T<AG8 .i~GL~2^1'z• .T . ~ A. $ OF WA61m*;TON COURT: OREGO1v i 3 1n the Matter of Grant of Witer.'Line . ) RESOLUTION AM ORDC;I. = Easement to Tigard water District:' ) N0. 4 S The above entitled matter came on before the board of county 6 Commissioners for Washington County, acting as tine governing body of the Unified Sewerage Agency oR Washington, County; Oregon, at its 9 regular meeting of March 7, 1972; and 9 It appearing to the board that the Tigard water District is 10 desiroas of constructing a water lint throuc1 r: rear gropes:} which shall ' 11 be acquired for the Tualatin River Sewage Treatment Plant, and wishes 12 to pay the Agency $1.00 therefore; and 13 It appearing to the board that said water line shall not obstruct 14 the probable use of that site and that it would add fire protection 15 to said site and that the nominal compensation is just compensation; '16 and I: It appearing to the Board that the Unifies Sewerage Agency Commission 18 and Agency staff recommend granting of said easement, and tie board being 19 fully advised in the promises; it is, therefore 20 RESOLVED AND ORDERED that an easement for water line purposes, a 21 copy of which is attached hereto, marked Exhibit "F," and by this 22 reference made a part herein., be, and hereb- is, granted to the Tigard 23 Water District; and it i* further o' 24 RESOLVED AND ORDERED that the Chairman of the Board of County u 25 Commissioners for Washington. County, acting as the cov£rninc body cf the .c c 26 Unifies Sewerage Agency, be, and hereby is, authorized and directed to C C c 27 execute "he origina_ of the easement represented- bn xhibit "A". b 28 DATED this 7th day of Margin, 1972. c 29 Ul~IS ICD SEIRZR+.GS AZS,N'Y u OF WASHINGTON COMM, OREGON 30 P ' By Boars of County Commissioners u 31 Foy a i:i 32 nc_on County, Oregon, I: Gov nine / page an Recprding 5ecretar%, 864 " %for.x1? + a o on. - -MAR, a , d• . herc:raafscr rsferred Lo''e~ "a~~az::,own"; :dr•arc ir. eo:~c'dere:::or. o!sr,+• . rut 0.' (krc Po r, i G') t' O,• th, reresr: or ic. i,ereby pekrro►~ a:. t.i t FW i' ur. p;,id by i3C: D KIM,' cr. is y,oarniciF+c, eq sraSt~or.,of 1:asninCp:. Coursy, O'eCor:, harsina; ter referred so z: "Grantee", do lrereey rrrrns, oa,r- sell, convey' ij:w transfer unto Gran*.**, its successors and &cr,Mr. forever. & permanent sarssaeat over and upon tare following describer. rorl property, to wits ''sir ko:u 2c feet of the, foilowinc described property: tract of land it. Section: 13, "S, nik, i~.X., Yashinctor, County, Orsjw., corr. Fartscularly described as .allows. beCinn.inC at the t:orthwest corner of Section 13, :2y, RIL, and running thence south. 562t.5 feel, Lo the t:orLhwev corner of a eer air. tract corm d to V.4-ion V. r4y.wall CL ru:, 'ny deed recorder is. book ?7;,, Pub; ;X; thence, East alone the worth line of said Maxwell tra¢L to the hest Zinc of a 3O-foot roadway which 3C-loos. roa:d%aty is described as being 31 rods east of the wash lire of said Saction 13; ' thence north along the west line of said roadway to a point on the north line of said See' ion 13; hence west 31 redt to the plate of beginning; exaeptinC therefrom a 2G-foot str:p along the entire north sid4 for public rood (5.::. Durham Ave.). - .his easement sha_: be for the construction, mai:rtenanec and repair of an underground pipeli-ne and rains for tht pu.-pose of corn vC;'ine water over, across, tfSou . and L'r der tne, hercinabw a descrioat rea; property and snail include sac perpcsusi right to en%,er upon sacs rear: prepert;r as reasonable nes, toCether nab. the ribs to ex:ava :.e anc re:=il tiLones for Lne ioca:io.. of said pipe=:net aced/o: maim a:.t the further -tg-t to rewve al: obstructions :nterfer-inn Seize the loca- tion, co..stnctior. and ma-Intenance of said pipelines ana/or mains. c Grantors, their ice:-s, executors, zatiris r stows and assspsa, ' do hereby covenant witt Grantee that they are iaxea: ly seised and por- sensed of :he hereinabove described sea: proper-y•, rind that, they have. a + lawful right t: convey same, and that they w;: warrant, and forever defend the title thereto against the lawful claims of al_ persona whomsoever. i ' Gr arr„ee, its successors and assijrz, does herifw, covenant trst it shall restore said proper,., to its oriS1=1 cwdi%ior. as nearly as is practicable upon r.ht, completion pletion of construction and upon. eoopletior of any subsequent mairtdnance and repair work. Grantors, :.he1 heirs, executors, administrators and assips, do• further covenant that is: the eve ;,he;; ALre respons:bit for desa.-uction of said eater line or :.:.e.-rLptio n to the water se:%iee, they hereby agree to pap the reasonable cost of repaL ing same. 7C HVE C..) C FO= said easeaar t and ri s;,--mf-wav un.tc Grantee and unio its successors and assigns .orever. This easement is a covenant running with the land. 1 f P= I WE= . y EXW 894 w,,236 • v; c GRAWOMRS State a.' Oregon ei CounLr at Washington On this 70. day of pumvm 1972, before mc, the under siCnet, : no:.ar,' Public ir. tae foress:a count; and state, person:. t appeared the vithir. naaed 3or. C. M:cker and individuals described in and ext uted the ieithis. instrummMesnde-M al achcowledL,ed to me that they executed the same .ree'.7 and voluntarily. 31; :'Si D='Y W'R . I have heretnw set N o::icial seal the or hand and a.•ated qv e ~7► end year last abate written. r -Notar bac for Crrar . Hy comr-iscior. expires: 5-l0= t i i i i r C l Paz II LSD= Rna~Sfi4 X239 r-ATE 0= 04EGD-. Co~nrr eF Wesh,ny:on ( ac w "ftaftft d E+K 1- ROW? "Clew of can n•Id oft' IM 4, %,I C, .001, m"Ol, 1. o! Kid ~pe„Y' 4 hand: LHE~ ciF, a.Kte. of L 71, h ll ~o Zo"A" O c l Q V n ' d ~ p ' 0881,1vtR us EMT- -XV4V ALL AN BY TX131 l►IlE86ti"tS ?Flit ji,! laeb~Lh Hsieb#h' . 7530 S._u._Ourb m k and 'CreROn '97225 in consideration of the sum of One Tho::sand Eight Rundred and no/100 dollars and other good and valuable consideration to thaa pa,d by the Unified Sewerage Agency of Washington County. a municipal corperaLion and county service district of the State of Oregon, hereinafter referred to as Agency, the receipt whereof is hereby acknowledged, does hereby grant unto the Agency, its successors and assigns, the right to 18y.dowz, construct and perpetually maintain a sewer through, under and along A PEPvkNE%r A portion of that trr.ct Of land i. S•_-::ion 13, Township 2 South, Racg* 1 *;$S t of the Wiilarn'tte Meridian, Washington Ce nty, Creson conveyed C.1 Harry and Elizabeth aamback as d,.,ccrised and recorded in 3ook rJ.7. ?age 119 and Sack 218, page 203, Geed Records of pate '%a9Ii_ngtoa County, rare parties::r1v described as follows: A strap of land 30 feet vide, .5 :set either side of the following described centerline: Reginn;ng at a point on the N^c:h Line of the Southeast one-quarter o: the %*orthvest one-quarter of the a:orenenLLoacd Section 13, said point 'acing approximately 245.53 .°eet East of the Morthwest corner of sc:d Southeast one-quarter of :he tcrthves: cne-quarter of Section 13. Thence: N 51' 37' 48" E. 80 fcet, more or less, Tai: acs: \ 27• 53' 24" E, 673.30 feet, Thence: S 851 ry' 36" 4,06.0 feet, more or less, to a point L1 the center of canno Creek as is existed. on October 6, 1971. Said point being approxin2tcly 693.07 feet Nor:h and 739.09 feet East of the point of beginning of the Pbove described ease-*nt. As an incident to the use and enjoyment of the above described PE3LHJlR1NT FASDMNT. and as a Oart of the consideratio- for ps}s;ent of the above stated sum, the AGENCY, its successors and assigns, is hereby granted a TEMPORARY EASDWT, identical in ccnterline location to the above described PULM N'E-NT EASEMVEVT, being 100 feet vide, 50 feet either side of the above described centerline, where feasible, said TOWrAWY ;EASEMT to be automatically extinguished upon completion of -laying down and construction of r sewer through, under and along the above described PERMANENT EA3EMERT, It is understood and agreed that no structure shall be erected upon said easement by the grantors without the written consent of the Board of County Co.issioners of Washington County, as the governing body of the Agency. This instrument does not grant or convey to the Agency any right or title to the rurface of the soil along the route of said sewur except for the purp:se cf wpm laying down, inspeeting, restoring anc replacing the sever line. 818 P4 292 ^ ~ ~ a r ` E IN •WItass W11EhEC/, the graptor% J14aaseth mWask. 1 ~ a above named, has horeunto set their head and sea! this 4~ day of A.D., 19-1-x, I ..fr APPROVED GENE MANAGER, fwt ied Severe$* Assns f Wa hing on gnty. APPR ED AS TO FORK (SEAL) Washta r n'County Counse (SEAL) I sy STATE Of OREGON } ss County of Washington ) 1 n ISE IT R-IZMHBERED, That on this I ~---dsy of A.D., r 19before me, the undersigned. a notary publ in and for the said C~t►nty and State, personally appeared the within named/ r to me known to be the identical individurl described in and who executed the vithin instru.nent, and acknowledged to me that they executed the same freely and voluntarily for the u+ee and purposes therein expressed.- IN TESTIMONY WHEREOF, I have hereunto met my hand end affixed my notarial seal ,r this tha and year lest above written. /407 q~ Notary Public for Oregon I. tr My Comission expires ~ ..s ¢ s a r 878 nw19.,~ 1 s~ Iev- : ha CS:~ ~ r f r H Ff. v • ;ti u a~ k~:~ j..~a lea. IrLil rt 1h v t Ike r L Me s t' k s ' .z pit v J2 ti. 14! IF AAA t ~ - tj . 1 t'- ,~,t : . a~t+'~.•.y~'!j': r3~ r a C;; ~ r -,acr. sY ~s.v. ; .V - • 3 1 Io IS iA i I• G Y q, IM DA". 1 ' ~ 1~1 ~ w ~4 ~ • • ~ aA~il:1 ~ a ti 1IY Y.~!{is► ~ t ~r?t~f! ~''~'{t ;,:ts ui~ ~ er,~ o~w.t0s ivr!~ :.l- , . • _ _ , -ii *s*&%ft**mAwi;B doe .~iaaxas fois~firr xrf~u ~d• •wRln~3 dfy trAgod A* s ~~bMZ►~. . + ' l...! ~ r~stl iar a.4+ri,1 ..d fires ~ arf~:'~^ss ~ d!]+ ' :Ifl:. i h.+ ~wwrrio aw air 44 ~s s Qj 7* .Ldp tee. ~s ~~Set .a:Jcurj Mk Lp t*d!w t6a fo ~ a lsa~swat as3 x!a t.s.•ac! f~ia i 'i+' f, m Ew a t+ i*r+b : ddaik dde: d In tsaf Ca! tb wife ~+Mar mi f4astuRIr. • ~ • ~~i: ~,~~r'. l irra lirr.~ssa ~t tend f~ ar .~y.,}l ,jl ►36~„ tir t~ dd sr•r !a d~ _ , insaiarsr~Mlt'w.tfiib' _ 1 i - . - ' l'Ct3~,i~Fi~i.~f ctr'~ c~~l'c~ iii! f~d►3iesci 1.34 ZY::. , M..el:t th%c he is thes I'm m acrd of *freCMCs .i.... 70:::Z*_eariiy =~L'a % 4-ho 8.4~. hit. ^:b i9 i +i r . 3s tJ3•. Z.I~~ ,,fnsc::l-; U MS _ . s~ v-.1 3 .L ~b +'..Ar:1 v. :1%..*.;1-~.• ej c - - : - - •1~=11.•x'•°~''`t - .L ~ .~~r~. ,0►lt•,loAi. ;flsitl ~.}ittf 1-LE AC ay c „ , ..~j 1~7 F t+ t .a~ ~ , _ ,.C i rya: R v Uoxh ~Zi~ti. RICI~rT.P~114, y'• 7N BO-2h; Fri. s ,re : " Viz, - • . , _ ' " ~ - 5aC.13,F•2 S.~t.iyii:k:~ f• _ rtf., Z,;'A Air :6T p i a~{sr.M QOM . ~ /r'' ~ J~ , rc..ssc.•tA~a~Plwrttiwtslt+~C:tF►'<I•~V ~ r.C r•I:'. ov; a. i ~.~;.1•Y~~+~•j RlMlsi~,~. ter. tw_ff r, • - } Tj1 ; • f~ 7- lot, Fate -C : ,L ~a ,►::u...rr ~s r r. r +w rw~..w-n.~,c..r.r... +...w..~ra rwr ~11nr a L[ AA'ftAA%4ft"% • 3 1 1 i i i 11 oil Its I Jill J4111,41,8411 0,6101 it" ~ Rf1 1 q C ~ k R. 3 0 iEg~E 4 y~• y •sr~4~ t Is t t t t r ~ r r I. r L t r E c r F PL i - I 2 , t S z~ jig fit v~.~=d p: 49 U14 co M S:fi~: ,a V& d Off JU~ 11kil . 1ASM all 46 40 fill hwg -M - 0 lit 113 v J atti -46 i • • ~ E T a r ly~■+"!'f•, • ~ ,•;~y.i ~ ~i....~....`'••~-- . ~.:fy~Y~-~. +wr~; ~;:.vi .4:~ ~R: ~ ` I r` ■ ok i i r' . E; 8 f~'T - 9,' • t - o Y k~ • N PL v A} CS } r• lift TI, L Icr) a -o , c a I: ^ j t Project UT-I I Parcel No. ' ~ sE61lt rASCsM 7 9 0 3 2 6 9 3 ~ John N. 1%mms aed Sally P. Hanes c 13575 S.W. 65tb Aw~ue - Ttgard. Oregoe 97223 does hereby grant unto the Ratfied Sewwage Agency of Itashimpes County. Its successors sad "Sips. the right to lay dean6 eobatzme. and prptually aslataie a seesr or severs tbroegh. mdar and ale" f •SEE ATTACHEO OESCRIPTIOl1 c 1 me sttwture Shall•be erected UPON ssld easeeest vitbsut the,ezittae consent of the Creates. ' The co widaration for this grant 3•e One ibeussad Five Hundred Dollars _ iN MUSS H}$AEOR, the grestor sd►oee aaand, bad hereunto set his band and oaal tbia 30~ day of APP MTD J czar i4 11 aAcn. Reified Severe" Agency vsshingtoa Cam 11 Aft sy cSiw Jo ~1. T6 t! AP 7ti~ O F" Sa ly P. Iwess Washinunor C e , (Spew By 1 - S'[A'!E DP OREGON 3 ) • as County of Vashiagtm Porsenali~'*-apPe:red the above-saved as and acknowledged the foregoing iadtrument 66 be voluntary act deed. y ' ~3 .•w• 'ij ► ' :5.'µi 72-33 ivl7i ti0c~g~► Public for Oregon Hy `is<alssioe OMIT*@ ! • • .r ~1~. YY.rf- a w ~•.•T A•. M-I~ ~.I..N •v.~.••..n. . • • a1 H7 4 v~ V Y } 'lJ w ? E U' 0 2 _ P I< ` s 1 . r. w i! e.• . • . • 1 A PLUM M BASENVM A portico of that tract of land is Section 14. Township 2 South. Range 1 test. of the W111sarette Meridian. Vashington County. dSe. conveyed John and a 11 LIP. Thomas. as described an said and recorded to Volume "Psp d records of f said Washington County. more lcul described as follows: I A strip of land 20 feet ride. 10 feet either side of, the following described cesterlise. 1 i Beginning at a point on the Easterly line of said.ttact. being 11242 fet North of the Southeast corner of said tract; thence ~orib 74- 26' 48" West 276_29 foot; thence South 74 32' 04" West 406.08 feet to a point on the Westerly liae of said tract being 81.00 rest north of the Southwest corner of said tract. s " • ' A TgePORART SASE3M fl` Identical in centerline locstioo to the permanent easement being 100 feet ride, 50 feet either side of said centerline. u4,~ IL /7 .~7' i° P' E, i 1•-14 7 aw r~ ` r ~5 S' i V y " t ,',.rt n n. ' ~ :,~y,..f. ...1tx? ° .~~.4 a.` ~c ~ ~~~n v%,~p•a-~ r ~ ~,~i'b`o .tom e 71 KA3~`,M L}TQI -,1 . x1W U 154LLY P T1 OMAIS 'its z~~.f►tg FS 1 1, 4A 1YXI a40/708 Cc34 LINTAL FELT i a . ' Df . , sit-% gw.11s...In,r..MA r. 11wnJAA, lw.r ' PT-MW.1'54 t j- i t 1 i /97-70 L. EASEMENT CONDITIONS The Unified Sewerage Agency is responsible for the implementation, inspection and completion of the following Easement Conditions. These conditions apply to any re-entry as well as initial construction. 1. The Agency contractor shall confine his operation to the desig- nated areas and observe all restrictions. 2. The Agency contractor will make any necessary preliminary explor- ations to determine thq location of any obstructions which may in- terfere with the construction of the sever line. 3. Under the direction and supervision of the Agency. the contractor shall do all clearing and grubbing necessary in the construction of sewer and the cost thereof shall be absorbed by Ha,- 4. In any portion of the line crossing private landscaped property areas, the contractor shall excavate and pile the top soil separ- ately from the subsoil. and conduct the work in a manner that will replace original conditions as near as practicable. The contractor shalr remove and replace any small trees. shrubs, plants, or sod that cannot be preserved. All shrubs or plants shall be carefully handled. kept watered. and replaced in their original position without damage. Sod shall be handled in a•slmi- lar manner. Wherever it cannot be saved and restored. the ground must be reseeded at the expense of the contractor. Plants or shrubs killed or destroyed mot be aid for. or replaced by the contractor. It is the intent of this paragraph that the con- tractor shall leave the surface and planting in substantially the same condition as before the work is undertaken. Major trees in the permanent easement are not replaceable. and are included in the value of the easement, and are the property of the Agency. 5. When sever' construction is across land on which livestock may be grazing. the contractor shall erect temporary fencing along any open trenches to prevent livestock from getting into the trench. Whenever it becomes necessary to cross an existing fence line, the contractor shall conduct his operation and erection of fences and barricades so that livestock are not prevented access: ;o the water courses they normally use for drinking nor allowed to es- cape. Temporary horse fencing (not normal barbed wire) will be used where horses are kept. 6. During the time that tho work Is in prog$ress, the contractor shall make every effort to maintain the site in a neat and orderly con- dition. Ali refuse, broken pipe, excess fill material, cribbing, etc., shall be removed as. soon as practicable. Should the work not be maintained in a satisfactory condition. the Agency may cause the work to stop until the eleaoup portion of the work has been done to the satisfaction. of the owner and/or the Agency. Unusual conditions acid sppecial situations may cause final cleanup and restoration to beVelayed until the final,stages of construction. J ~i i. 'i ii jet v ;:,lam : . - . • • • • . , . EASEWXr GONDITiON3 (C=I"ULD) 7 I i d d i il gation an ra nage systems w . rr l be maintained operable during construction and replaced in substantially the some 1 condition as at conamcamept of construction. i S. Grantor does not relir4uish an right to further compensation if construction interferes with wells in quantity or quality, or for any other uncorrected damage suffered. 4. Temporary construction easements will be automatically extin- guished upon acceptance by the Agency of the completed sewer f ! or two years rom the Agency notice co commence construction. ~ whichever occurs first. 10 G d f rantee agrees to in . emni y and hold harmless grantor. his successors and assigns, from all claims, liabilities. cost and expanse, for loss of or dame 4e to property and for La- juries to or death of persons arising out of construction. reconstruction. maioeenance of sewer or related use of ease-• ments. 11. Vehicular access to property will not be obstructed during the f S hours o p.m. and 9 a.m. without the written consent of the grantor. Grantor will be notified 24 hours prior to construction on property and to closing of property access for ditching and pipe installation. • 12. The Upper Tualatilm Interceptor sewer is sized to provide caps- .city for present and future development of the subject property. Connection points or tees if desired by grantor. will be pro- vided and placement co-ordinated with grantor during construction. Sewer connection will be subject to the rates and ordinances of h f _ t e Uni ied. Sewerage Agency of Washington County. 13. A connection tee for a single family residential hookup will,bs installed. The tee shall be marked as to location on the surface. . 9MV1 OF COCOON . . \ - orrr r ~Yywt ,f ' ~ a.Mr,rw~..w•nr.es r IbewM - ~e e~aM rns e.•osae PAWW r r Cal- ~ - - Mrew Iw NM R6 M Mr~r -we dw rr Wo" mmn wws r w.YMS w neYn/ _ . ..w wm~aw ti we r r .w aw+r• F ' ~ ; - Roan rnosssta. oi.e. r n • • ;r RAaw& a OM4is t pon, ~ !r IS r ~J IT 0 IM1r 1 r ` - . mob iqP z 1 coo ~w8 corn somsn"ON ocsSON atin 3se c I AMIUM This Agreement is executed this, day 02 39 a'_ by PORTUMD GWZM CWCMC CO MMM, an Oregon corporation VVM corporation s?( M M SM-d&- H AtkMCY, an Oregon municipal :he parties desire to provide for the construction, operation and maintenance of a substation facility to be installed upon USA's pvepeaty (the *Substation Property"). USA and POR have- executed a perpetual eaoeAent .a t (a Copy of which is attached hereto an Exhibit s arpo:ated herein by this reference) for, among other things, the operation of a substation facility (the "Substation facility) upon USA's property (the ■Easament Agreemant"). The parties wish to provide for an agreement for the construction, operation, and maintenance of the 6ubstatlon Facility for a pariod of 70 years. Noel, TASKS ORB, in consideration of the payment of S1. o0 (one dollar) and other goad and valuable considerations the parties hereto mutually agree an follows: 1. ors e= ]►erepgp This "r t ~11 bo effective foe a tern inning at 13100 noon on~ 19 ending 90 years theweafts 81 unless extended by mutual agreament or terminated pursuant to Paragraph is. 2. 2.2 FCC shall undertake construction and site impraeesent of the substation Facility. =t is contemplated that such construction and site improvement will, be completed in late 1994. Construction will begin upon the execution of this Agreement and will include the following phases of construction. Hhasa 1 - site improvement and installation of transfotsars, switchgear bus, distribution cables, and related equipment, as diagramed in the attached Exhibih 12, to be completed In late 1999, or as soon as practical tbateafter. phase Z - A site expansion of approximately 16,s0o sgpwe fast iaolud' additioaal.gtading, quard rail Installation and all. containment features, ex ditgramed In the attached srhlbit Ili, l~to be completed in late 1990, or as soon as practical thereafter. phase 3 - Additional transformer and switehgoar installation, as diagramid in the attached achibit Iv, to be I- x 7 iv t .w * = 4 ,:J ~:i'~Cal~~,_~~i~si.~t~~~~~, ~i ~~~p•~~1 !I~~i~d1~~:~~~S1~~M~~~~ N r w A 4 M = ill [it 0 all 4~ C Oft u sit $g c C , 9PI r 0 POP low ~f No E Od 0 140 M IRE, "ail 0 N sit r ~O Y ~ M R . K 6 Y C~ ~r ~C R~~ fa R N ~i s~ A~ I :g A ~ rapt ~1 fill 'I'IF V f~li` - eta" w_ in the tutus regarding the structures and oqulp wnt. Upon apprani by =A, va nay relocate flat water treatment sfituatw" to acmmvdato the =bstat:i.on Construction. as needed to accommodate specific construction periods& the partlas shall comarate with me ace♦-%= to alzimise patsntial da>naga. in time event of damage to any of M's struaturss due to Pat's sletl11,96008, - F" structure to the same or blgher m oball repair the d w- - - = Condition as it was in pr or to such if Pat tails to t ' ~s he MR for timely repair SWA dsra e, m say do no and im lco f bl reps e cost o reassaa war 3• w RM and tt9A _ agr m to contact and coaault ems another zVq4rdUW waft Performed ti over, ntWWW, upon, or near the substation aite luai4udi~ repair, wAU*enanoa or pursuant to the oil sPUIL es plan and shall w each other t~abalil l t Sh d p e par opmen . aw cooperate in site reasonable notice at their Intent to perform any unusual - construction or repairs within the Substation Facility or the ~ easements granted la the aasft dgraent. 11o notice shall be mal ti l r on, nor ant opera raqq~~ired For noreal water treatment p . saintenanx a and repairs, or for offluent sampling. Um a<s= additionally shall q1v* PGB at least thme days' advance notice of its intent to perloa:a any watt within sz Best outside of the security fence, t~s nosall reasonably assist M to avoid contact with the ground grid during any such work. L.1 Ie consideration of the grant of the easements and the exo= Lion of this Agreement, M agrees that tbreughout the es to wi servi id th ll f i : : ng o c e o ll prov e term of this Agreement it r . QSa without aharge: (a) maintenance and repair of all i1S xv facilities avast of Mon high-voltage disconnect switches U-107 sad 9--109i (b) routins battery naUtonancer (a) montUr substation inspeocions at trig and M facilities by M substation maintenance substantially ppeerael. Any inspection reports prepared shall be e to tlnrr bb PaB d f ti d „ yy . rom m e in form No. MP-160-ALL-001, as amen Regular inspectiem shall include vlowd impeationn of mil equ3pmant - and stt+~eturesj motive battery minntananae (inspection, testidq, = ' adding ester and cleaning electrical cannsation s) 9 animal iatrared soamat and periodic motor-operated avitolt nraiatsnannoe. NO shall provide Ma with a copy of any inspection report prepared tom- and shall advise Va of say situation requiring repair. Battery replaoewsnt shs11 be solely at USA's asepanse. 4.Z ncept as stated herein, m4atanance costs incurred d t i OP gne o on the Substation 7=111ty shall be borm by the party ass ~d r the respective sons as described in sxbibits ii, Iii and IV. 4.3 M shall have the right to inspaot the area _0.10m3.3i allecated to USA for maiatspance sad rreeppaair of tbs substat"D ilaoility. If, in PGiss opinion, raayair or modification is - Owens for safety at to Lfirms, continuous sleatrical service, PM :ball give notice to on. In sn emergency situation, repair ----qua or maintessaew shall be made as soon as praatioai. It USA tails to make such s r or mint enastoe. M shall have the immediate riqbt bat not the abUgatto make such repair or perform gab so~iif~Mtation. !or the p+Mposss of this event, an suoesgeaoy situation is asp ■itnati - which has the immediate pots null a causing serious persossel injury, substantial property damage, or significant interruption, of electrical service. :awe: memo" 4.4 Zn the event of a non-amerfeaay situationo Pa shall give 40 days notice to USA of the nature o! aeeoaatDanded repaira or too give POP noticOft fuLls to make such e within the notice period that: t It does not believe the repair or modification is necessary, pas may perfors snob repair or modification. it M gives pees notice that it spates that the re, Ir or noditication is neoosearryy, the parties shall confer to receive the dispute in conformity rith the intent for an repair or maintenance ~nce ptarlorsed by shall remit PC% wit ch 3 aday Iwmlce dote. 9. DiStribul ion Veiteee f oeseetien. 5.2. Dur the tern of this Agsnement, PM shall provide to =a a distribution voltage connection bataeen P= and =h switchgear to provide 11 XV power In the event of eatametimr. In suds went UM shall prosptly a for replacement t=msformer capacity. Igor the purposes of is hgsnasent, an weargancy is defined as any time td►ere cell's normal transformers am switehlear are unable, to satisfy USA•s primary service and USA gives notice of dmucah interriuption to Paid. e,.2 'a tits event of an esesgemay, pod eball Mote an independent aasesswent of its own transformer capacity acrd eotietiaq 41 &1 s mirements. If, in Pen's sole diseratio=t0 such assessment Lndicates available transformer cepuw ty, POD ohs21 1► advise on of the maxim= capacity available :aid the antioipatad length of time that :Mach capacity Will be available. and Z} provide We capacity to CU. M will give USA prompt notice of any cliange in the amount of capacity available. 5.3 Although P= will make every reasonable effort to 4 4 0 ww Xisf I.--- w~ At- OLR-- F-V r .amr. • • nab supp1y tha neodad transformer aapaaity to QSA, Aim is not ss~bed . to take extraordinary aeasures to provide capacity and is not requised to bring an site am~ss"gsaar trcamstormers or other equ ipment. Nothing herein is intesrded as a guarantee of any ais UM capacity ihich shall be made available to vah at as reegrrirLq M to Xodity or add to existing transmiuiai equipment. 3.6 PGn awl have the sole right to motivate u~oy service hazwMar. After notice to PQl, and assuming shall datevnine availability of ttaaslosser reapaeity, PGE sball autborise . an to activate the necessary equipment to make such capacity available to USA, =nstallation and cost of permanent non-automatic _ . equipment to provide badt-up electric sorvioe, inaludina a six Lath PVC duct and three single conductor 750 M mil aluminum cable, shall be provided by M. the cable shall be enargised and under M's control in USA's owitdWeat. S. d M shall Pmromptly give Pat notice of airy repair w r~ - maintenance work to be performed on the USA switahgear or of any other situation which could affect the aced for or ava"ility of trawtorser capacity. w 5.6 Back-%W VW electrical service shall be either watered or estiuated. POS may install temporary or permanent maters in the future, at its sole discretion* it estimated, ene>;gy z shall be prorated upon VSA'm prior daily, monthly or yearly usage. IVA- 60 8=120 a . Any basic service and electric power purchased by USA will be priced to USA in aeaordanea with Mx4s Schedule 83 or otter applicable tariff schedule in effect at the tier of service. A copy of the entrant Schedule 83 Tariff is attached hereto as Exhibit V. PGRIs Schedule 83 may change over ties as new, tariffs are executed and approved by the Oregon Public utility Commission. 7. . USA hexeby representf and warrants drat• it has all right . title and Interest in the Substation Property and has lull 49ority to enter into this • Agreement... g. o ~1~i! o iraeiiitieh. 1111 faroilities, equipment OF- and rsonal -property placed on the Substation P PSE,, term ra:,s! shall at all times remain the property of Pan oubjeatthe by and canditiens of this Itgresment. g. Agan. Locks shall be irrstalled on all access s sir .r - _ _ gates, in the lance anaospassinq true disconnect switches, and on - th 3i aana..~ e a: switrhaa so as to permit entry a.-.s cvarstiw.. by autho ised l l t16A d p f persvnna r reo an ct. So t USA and PON shall receive hays to all looks as necessary to enable each party to . ~ araoMP210h aaintOwnee add other obligations hereunder and under ~ ti the easement agcosuent attached hereto as exhibit t. : s~- 10. pod shall mwreee a power quality - probiams rasui ft= the installation of IF= sghh t during phases 1, 2 and 3 of construction and site i:psvvemam . MF 11. The parties heret o . ting 12 years M p ~ to a to t e b t o rep r ts h es of it s odge no il M that, spills tiara occurred from the data M acquired the sn~statianh 707 property to date. il.i Daring the term of this Agreement, Pu may, but shall not be required to, perform such soil tests as it desas appsbprista to datermishs the currant lent of PCBs or other - . ~ on, auLnahte present on the portion of the substation Pscporty ..e _ allocated te to M. pea shall advise UZA of the nature and type of _ a~ be performed prior to any testing. The remits of such tasting shall be disclosed to USA in a timely manner. Upon 3 request, PM shall provide USA with a representative sample of soil to be tested, suitably packaged and labelled, to permit MA to perform indepeadent tests. All added costs of providing such soil sample, together with the cost of USA tests, shall be borne by USA. . 11.2 MR shall perform soil tests on that portion of . . - the Substation Propefty allocated to POZ hereunder to determine the level of PCB contaminants P= h ll i i h . s prov a de USA w t a representative, sample. at soil tasted, as described above. - 11.3 If such tests disclose PCB contaminants in excess sue.. of 10 parts per million, then USA shall, at its own expense, Olean ~i up such contamination in a timely and prudent manner. In the event j that V BA fails to roasonabl correct and clean up any such spills D or contamination, DU shall have the right, but not the obligation, OW to perform the necessary clean-up and ropeir. In that event, USA 4 shall admit the lull cost of such abut-up within 90 days of Oi ib" invoice. R 11.4 POa shall document all lhasardeus materials listed tow ; In t•.ha federal or state regulations presalgated pursuant to the - ~ Comprehensive Environmental Response, cospsneatiom, and Liability A t 4 S . c 3 U C 9602, Federal Water Pollution contsoI Act, 32 USO 1251. IM"w- i JC • • •r.a -w s . . Reacuroe conservation and Recovery Act, 43 OBC 8905, Toxic Subatancws Control fiat, IS OBC 3602, M 466.3530 466,620 and 466.636 uba"*h 11; brings on site. ran shall only be responsibly for alcat-up of any hazardous materials which it has caused to be brought on site. in no avant shall PG8 be responsible, for olesn- p of any PCBs discovered on alts, provided that PRE does riot bring any Me on sits. 11.5 To the, extent allowed by lax, 9 shall Lndesnity Pm as described herein for all liability as a lmlt at existing contaa.inatioa of the Pr and from alslas arising out of future contamination by or attribn able to UU, Ibis indmnnifiaatior includes, without limitation, costs incurred in connection with any investigation of site conditions or any clean-up of whatever mature, and any remedial, removal or restoration work required by any federal, state or local governmental agency or political subdivision because of hazardous mstarial~ present is the soil as of the date of this Agreement. As between 0811 and Pat$ any future hazardous materials spills and clean-up shall be the responsibility of the respective equipment owner. 1106 Paz shall implement a translorner oil spill protection plan for the entire faaility. WA may review such plan upon request. In the event that UBA desires to upgrade the plan in any way, all costs associated with such upgrade shall be borne by USA. PGE does not warrant the effectiveness of any such plan nor shall the existence of such plan create any liability on PCs's Part for spills from transformers owned by USA. The cost of the plan shell be borne by VCS. In the eves of any oil spill, the party responsible for such ap111 shall be responsible for full oompiianme with all ra inq and clean up regoirosents of any governmental agencies rep pasting such spill. 3.1.7 Saab party shall promptly eorrdat and clean up any oil spill or other aontaainetion by hazardous wastes attributable to their equipment. In the event that any party fails to reasonabiy correct and class up any such spills or contamination, the other party shall have the right, but not the abligation, to pertorm the ftocass&X7 clear-up and repair. Salt party shall be liable for all costs associated with clean-up and repair of its own equipment. Any party receiving the benefit of the olasn-up by the other party shall remit the lull cost of such clean-up and repair at the other party$* usual and customary rates, within 30 days of invoice.. In no event shall VCE be responsible for PCB clean-up or reaovai, whether it be on site or in adjacent areas, water tables, or water nays, providing, however, PGE brings no PCBs an site. 7 all. r -...w .iw....... M AEI -10- ar loon a4 I 12 . secs xi&h taws. The. parties hereto agree to compsY with all rules, orders, laws, regulation, and statutes new exlotin4 or promulgated in the future by any governmental or quasi- governmental unit in respect to the Property and the Substation Facility, including, but not limited to, catsplving with the nr. on excavation statutes, ORS 157.541 to 757.S71, as amendedo and all environmental regulations. In the event that any rule, order, leer, regulation or statute is promulgated in tho future which requires a change in the terms of this Agrampent, this Agreement shall be modified so as to comply with the applicable law and the intent of the parties hereto. 13. Uncoptrolls-W o 1*0&=m. Neither USA or PGS shall be considered to be in default in respect to any obligation hereunder, if prevented from fulfilling such obligation by reason of uncontrollable forces. The-term "uncontrollable forces" shall be defined for the purpose of this Agreement to mean any cause beyond the control of the party affected, including, but not limited to, failure of facilities, flood, earthquake, storm, lightning, fire, epidemic, war, riot, civil disturbance, labor disturbance, sabotage, and restraint by court or public authority; which by exercise of due diligence and foresight, such party could not reasonably have been expect- to avoid. Each party rendered ratable to fulfill any obligation by reason of uncontrollable forces shall exercise due diligence to remove ouch inability with all reasonable speed. 14. Ontaon to Purchase. In the event that U.ijk. determines that it will no longer use the existing substation for its own needs, and assuming that USA's interest in the Substations Property may be sold privately, PG8 shall have the first right to purchase the USA's interest in the Substation Property at its fair market value as determined by appraisal by an independent fee appraiser licensed in the state of Oregon and having the N.A.Z. designation. The written opinion of such appraiser as. to fair market value of USA's interest in the Substation property shall be furnished to USA. In the event that USA does not accept the appraiser's valuation, the fair market value shall be decided by arbitration. In such event, each party shall name one arbitrator and the arbitrators will choose a third. The costs of such arbitration shell be borne equally by the parties. PON reserves the right to bid in any competitive bidding process if it is determined that USA's interest in the Substation Property may not be sold privately. 8 90 E A' L ~w s. OIL: g, M,. m - 4 - 10.1 POs may teroitapte~ tbihr Agressa ~ by crA yQgipmea arld , remove adratos Witten notice to =a. 4-_.. p~ 1 p rim the Prop~Y Width wry wars faliaring the to X06ropderty ate. Zt the awnt that yu allots .to t acsinata, it shall be responsible for all ousts of ramaval and alsati-uP. - - --7! 15.2 =a may tessinate tug Agreement alter samvasy 1, 2000 by two Yom# advance written noruce to = on its intent to texaam" the Agreement. For shall aeaow Its Stipp~mse~t~~t and ~+opssty !sari the Pespart.y within flew yiara follarM tae date. Mor the parposss of t a Agreements 0A - tarn aattIaf date sbaill be the data on which the Agresimt termimataa followinq the two yews notice pariod. Sn the me1BA sleek to ter aLuata under this isLoa, '=L Shall ta by payxl_ the tall amount of asigiAS1 oust of labor, ipwa~at ad ■atetrials eotperrded by POr to install the aubststion W walaw s sres r - through the data of notLWlmw the cost of. any psrsaht and ewe! perwa ai property removed by P= (reduasd by 44 (four peroent) par year or lnraa on ttaraol, from. amd after Jaary 1, 1000) plan swab scat as POs reasonably inours in pbYeically reawU* such equspmsnt ;,L-. and personal Pr'oveme _ 15.3 Bacept as specified baarein, this AQreant is not tearairmble. a ss. Iffiaoilt[- 16.1 Pas agrees to dafmt d, in2aa01ty and hold USA t44 its direators, ottloers, andayeas, agents and ivee against wad fsoa 4OW and 411 2044, olai>tm, actions or salts, inoludinq costa and attoresysl tau (both at trial ant Cc appear an aecottnt of injury or death of a1W personas or damage - to os destsoe OCC o! ar yy property noulting from, or arisiaw cot = - of Soy conduot of POr in respect to the 6abstation laaility. a~ 16.2 To the extant allowed by law, USA agrees to defend, in4:aonify awed bold M haa:mless, its diraators, Officers employees, and representatives against and grow any and alf CIALLMO whatemmer incluamp ages, • acUmm or suits of any goes m4 oasts both at tr al o (ding sulting from or tmi ng 01st of .fly conduct of USA is an appeal) re respect to the 8nbstatian vrop rty, the Oda" substation, at the nor--•- afrbetation gracility. 17. att*VAV Ea_. In the event of any dispute dndar this agresent, the prevailing party shall. be entitled to Fin- • Ski: reasonable attorney Rees both at trial and an appeal withoat regard to whether the reredy s0Aght was rescission or daraaaes. U. ftis OToint substation Contraction and aaaN nca shall be binding uponi and souse to the benefit of the individual parties hereto and their *=assume and assigns. xeitber of the parties hereto aiy voluntarily or irnoluntar ly assMM any interest corder this u.~.~. Agreement without the prior consent of the other party. 39. BssL~IZS~i YC am of the ptoevisioes of this Agreeesnt shall be held valid or le, the invalidur as partLai Invalidity or ealarosabilitr o! auedf provision Shall - not .Cleat the validity or anforwabil ty of a other provision ROME- herein. This Agreement and the riorts and obiigatiorrs of the _ parties hereto shall be construed and entarced socordiagiy. - as. 8sdiM• The headings In this Agreement are for convenience only and shall not oontrei or aCfeat the >weatrLM or construction at the prronisions at this Agreesent. i 91. ampdoosm, so amendment or variation of the terse at this agreement shall be value unless made in writing and signed s by the parties. Room. arate~ a l0 a .0 a- ti F:---Mme. M-AWSY ar IWOMMUM 09 Tits amp tyldal! Fm SXNZLUM AGXM ?ttl~ By- Suva at com" cotnty or ) ~a• this day or s~ bsirrq to W dolY sworn did say bw . is psrsonaily a sp ram a L ErAm said Cam' t AQU resod ted bdty 6' ors ola~ovia In iidd..rporation andceareer~atie.._ i dgas said irstsvaan to be 1r'~+:•~: doad o! maid 8?ATZ aip oratom ) county of so* -Lao fa &d6&W-v Not& n Pabl ror Oregon NY Co~stissio: EvIrass on this , i9 . to to psrsonaliy . rho bsinq dgly rroOrrr did any that by or i XPM Sys AGM=, tbs within numd corpora , am that the said instrume" am ■igrad in ba olr or aot saLd ara ion a d acknowlid"m said ientsuaant to be tiffs !ra oonmratum MY Vision MWirlns 4u- 1t1a0~1'gChf f8'r1YlA.ARE t y r. V.... It Appm" a 10 Mm M. 0 r~ L _ r F L E.lax ay . ' fsOrt1w aural Electric Casipany Second 8!111140 of $Mgt No. t3•i P-9& Orer . eta. W QW111nei Fleet Rdv1 fay of Sheet Me. A hl w•r~www~ww.~.. wwirl.w...w~rw i SCIIom 13 OENWL SERVICE-PUMBY VOLTAGE • . AVAILOAU = w - Im 911 territoryr. except In areas served by undergraund networu facilities. APPUCAKE To Industrial. coameretat, and gamral electric tefvtce. w--- OWIACM OF $W9Ct ir- _ VI Thre"hass. six"orts alternating Current at a namfnai poto*l&l of w~ 11.000 volts or higher as speeifled by the Company. leOMLY MTI 0111" CNEL I . ~ Jlapilcable to *sbomers whass dwnd has not exceeded 1.000 kh sore n once In sof consuative I$-wtb Period tubsevent- to jwwy 1. 1577. 7W sus of the following demand end energy charges: Z U-71 Per RN Of dwnnd Energy Char C ` • te: 3.658$ per fWh Basic Net pate': 8.698! Per kkh (RI _ ~ lfasic (late net of Awtintion Mjustwnt (Schedule 104). DOMNO LEVEL H • Time of use metered.' a_. Applicable to Customers whose demand has exceeded 1,000 kN am thin = once In any consecutive 141.month-Wiwi iubsegwnt to Ja=7 11 1917. The sass of the for lowing demand and snwW Ogles: r Clow Cham O%.PfA Period (ftW8y6Friday. 6 S.M. to 10 p. L) r..~,.._ .WMw rt e Upgthl Sums Dim= a • U. 71 per kN Of dow d - Off'-peak Period (ftday-Fri"Y, 10 p.IL to b a.m.; = Satardoy and Sunday) - * M r Ignths r r• - i .30 9 . per ldl for alt AN of dewed l n excess of the On.Peak Rertad 81Itin4 am" It:uae'beceaaer iZ, t~ ec ve r terv ~ _ Leonard A. Girard. Senlor Yin President on and after January 24, 199! ftrtlaad Coneral Electric Co■pul► Second %visla of Sheet No. !~L SplEOIU 83 (COntlnuod) Ener4 Ch r, milt Rate: 3-010 per kWh - got Rate": 3.610111 per kWh iR] easia Rate Bit of Aaortlntian Ad3ustwt Mhedule 1041. For billing purposes, the dumAd wilt be not less than no RM. (N) SEIlSM DEFINITION . Minter moths are Wined as Us six regular billing perlods OweAer• R throuSh 1orll. Suwr months:ar _de1'leed as the _sin regalar billing Rortleed "was tlecerlc rea r l RTC Ns. [.It " Otlolnal IMat ' ' - jG 1601N.t "(Coacludfd) rlm or Agizear - • i.l~ Not tots than S years. RJUS AND REQLATIM _ Serviea under this schvdute 1s subject to the 6enerAl WAS ind Regulations Contained to the tariff of vNicb this sehadule to a part. 1w r• iVT 7 MW. 7. 4~• s~ Issula am r Clifford A. eNorton, Senior YIce President i'- #af• rte- on and after Qetabor 14.x126 Oftect or /ef r. •'1 l~F4~1 -R •~1I F ,i ,I •1'~' ~ I ' 1 ~b '''M ~rr ` ' r' I 11~ 3 OIL, till e~ 0 W W ~ ~O fjj WZ~ vo _ oy 121 ~ ilk' , w Q As b •N~ t 0 e~oo~osRlsooti~.st~rs: ~.RSt~w s 1 * • \ 14 r 1 ~ 6 E i e OJ 1 TT ~f .:r t ii r.- fill.. _fit i / Xy. ' i 007/- 7 • r~ i i t ~ _I _i .II ■ 7 Tt 1 i ~Y i _ -1 WOUDIT I BJIBxom Thia EMUMT is exacutad the r_ day of 9ASO i9 by Fca:rawD mmm 2LBO WC co14+JSt1~ an dragon 7 corpora t~E") ant -wx4- ZEL agwa.&7= AaamV, an aregon municlpal Corporatiork ("UM") . The parties hereto intend to create by this agreement perpetual and permanent aasesents for a substation facility (tie r8ubstation lsaility") to be installed upon =A's property located in the City of Tigard, Washington County, Oragan (collectively-the *Substation Pragsrty") as described in the att cftod Exhibit a. POE and USA hersby agree that PU shall be granted certain eassaerte aaasssauryy for the continued operation at the substation Facility as described heroin. VON, TUVMT=, in consideration of the tnstual promises contained herein and $1.00 (am dollar) and other good and valuable consideration, receipt of which is hereby acknowledged, USA hereby conveys to bb'GN perpetual casements in gross and rights-at-vay over. under, upon and across the substation Property (collectively "the aasssents") described more particularly as follows A. An easaoant for ingress and egress (the "ingress Easw ent") over a strip at land roughly 30 lest in width tram the substation Faeilitr to the nearest public road. Access shall be available 24 boas a day. After review and approval by Pat, CSA nay modify teas route of access as needed to accommodate its trestuent racility activities, provided such access is continually available tram public streets to the substation Facility. P4916 approval shall net be unreasonably withheld. This rassnent shall be expanded as necessary in the event that future governmental regulation requires additional prbpcsCy. mn such event, tfe parties hereto shall execute and deliver such documents as necessary to Otfeetnnats the expensioaj S. an saaament for distribution of the electricity Cram the substation Facility an described in the attached hbdnibit s (the "Distribution Basement«). This Resonant shall be expanded as necessary in the awnt that future governinantai replation requires additional property. in such grant, the parties hareto shall execute and deliver such documents as necessary to effectuate the empansioni and C. An easomont to operate a high voltage electric anbstation facility upon such portion of the Substation property now accepted by the existing substation plus an additional, 23.8Oo square feet, as described it the attached Exhibit C ("the Substation saseamat"). This eaoement shall be expanded as necessary in the event that Entura governmental regulation requires additional property. In such event, the parties hereto shall execute and deliver such documents as necessary to efieetuato the expanmicnt and PAGE 1 - WIW NS02-- NImu G NhU1+3b3 AM= I'T ~M» Fib. IRM ,fMw Ire W Elm- IME =fa "`ter IWO i M MS, C WIVIONS AND OOYENJ MS 1. =nqreaft NAMONa. =a at all trace @hall provide =v L Psi adequate access to the Substation Facility. The cost of 0M. Periodic maintenance and necessary repairs to the Samoa road and . roadway {tea A rail for the ingress Sargent shall be borne airs shall be e YA e t i a r p n smanc exclusively by Ufa. such na performed an a prompt, diligent and regular manner in accordance ` with generally accepted street and road maintenance standards. ' - sufficient: to support fto access road need not be paved but must be loads of 410000 poands per axle. . 10 jam. the Distribution Casenont sha12 be for --a right to enter over, under, and upon the Sabstn►tion property or to excavate as necessary to maintain, . - rtoppaair, rebuild, operate and patrol electric power or telOCOMMuniCationn lines and appurtenant signal or aoostuniaation _ g lines for the distribution of power and all uses directly or indirectlyy assoaiatid tharato, t pars sole expanset such user erection of th ited t i . e necessary o) m shall include (but are not l poles, towers, transmission Structures, tunnels, vireo, cables, gu"f supports, and appurtenances and necessary protection thereof. such u=es 11hell clan _LnOlUdO t>ss present sad fature right to clear L,~... and control brush, to top or fall all danger tress as described in paragraph s, and to clear and control any situation which POX deems - a fire haxard. s:.._ 1. Wb_tation WMAM nt. 3.1 no Substation Z"GM sat shall be far the right to - enter over# under, and upon the Substation Proper;y i to construct and operate the Substation Facility; to erect, maintain, repair. es d r t i i ' on o ransm u ss rebuild, operate and patrol pe+ er telecommunication linear atrnaturas and upper anent signal or communication lines; to locate and maintain all manor of equipment= to interface with existing equipment of MM, including, -AMA without limitation, the pipes, electric equipment, power and water tins, and the sprinkler system; lay pads; and bring in of relocate - oq"pa,snt and apparatus; and all uses directly or indirectly .~.dnd neasseary thereto at the sole expense of Paz. Me substation _ Resonant shall additiaanally include all uses necessary for the lawn maintenance and the operation of the Substation Facility. T 1.1 USA shall maintain all landscaping in and around -••-r the Substation Facility outside of the security fencing, including _ but not limited to, vegetation control around oxtarior of leneo. 3.z the parties baato shall vooParate with each ether In the use of the Substation Facility and tine existing substation facility for their mutual benefit. The pasties shall give each other reasonable notice of any work in or within the Gubstatirn r,~• Facility which would affect the uses granted hereunder or the W. operation or the Substation Facility. The coat and burden of lama naRCS and construction of the substation Facility shall he PAGE 2 - En$ZRZNT--=nXD 8=3=2 AGROCY Le- •1~asi Wrr 7 - Y . ' . allocated as agreed between the parties. 49 t~sw_ sle itiss. 4.1 All easements gsamzad herain shall at all times be subfeoL to the roasonola xagninsenes o! USA for operation, maintananwe, end no4ilicatioI o t1N UBA rater treatment facility known as the Dgdfi Wastewater Traatmakt laoilit USA shall have the attratmwet ,strructuria, in its i smait, ~ any at i wastewater ts sole expense, so long as such opes+ation, aonatsuatian or modifioations do not defeat the iatemt of ter sasemants get" beret". MA shall fully reimburse "a far aqy and all costs to st as a result at each construation or Modification which requires changes to the substation Facility or POa's Distx1bwtion network. Za accepting vAs grant of Basement herein, M assumes no liability for USA's use of the Substation Property. VSK assumes all risk of done" to its agents, parmitteas, licensees, and to its personas property arising from, its use of the substation Property. 4.2 USA shall have the right to use the Substation Property for all purposes not inconsistent with the uses and pu sins of the Basements described baarein, exempt USA shell not build or enact any structure or improvement upon, over or urdir the gh2%St4 tioa Property without the prior written consent of POX. such consent shall not unreasonably be withheld. s. Qasner Tress. The substation Basement and the Distribution Easement shall also be for the continuing right to top, limb or fail all growing and dead tress and snags {collectively "Danger Trees) located an the Substation propsII or an any land owned by Ugh vhioh is adjacent to the iubstatiaA Property. The datacm, tion of which trans and ■nags are Danger Trees Will be datsrfansd by PO3 in its sole and unfettered d1movation. The consideration given for the Basements includes the value of all twos ca the Substation Propssty and all danger trees adjacent to the Substation Property. In addition, P= shall have the future right to top, limb or fell all growing and dead trees and snags which shall, in FOR's sole estimation, homes Danger Trines in the future. In the avant that PdE examines itc right to top, limb or fell tress in the future, POS shall par the owner of awft tress their ftir market value as forest products on the day they are cut, such payment to be Meade within a reasonable tiVA after pitting. the ilssa eso an 1-. all itle to all brush or trees existing upon present Dauer trees shall vast in Pon upon eseautian hereat. All future danger tsars nit pursuant to the terms hereof shell become the property of PU upon the payment described to Paragraph S above. 7. • II9A harmless, 1, i POE `irr ~ agrees to defend, indswify, and hold gents, employees,. licmasess, and PAGE 3 • 3M3zNzW11--=ZFD SZWEM E AGMM L. y.. ~Z F~ a_ mPRA;.W.. sSM!-. sue. M.• Z. awe nn--• p~f...w -0 ...y MO • &*signs gram our and all liability, itlifma, demands and damegas or death tr f b dil di i l l y or o y. u ng c a ms or aey druortption, inc out of 9MIN as* g e ty~ 8ubstttice and ror asoaertp damage grewinnq oin t t d h x: 77 er . s an e Property or the Mees~ ?.Z. sub~eot to too Oregon Public Body Tort Claius Aot, . _ v0A agrees to defend indemnityp and hold harmless PM from and against say and Ali Hability, clams, demands, damages, and tests - at any description, i~roiuding oar;; for bodily WSW or death and ti ' - on s um of the substa !os prooperty aamaga 9rowino out of UBA - property or arising from the grant of imeaments herein. - s. MLIUM. Mcept " provided harnin or _ OtherwisQ agreed the Parties, in shall not any eampsnsation !or a- dameg" to the Substation •Y or due to: e t l t th n i ; - ese asea n s o denta +e1 inc adfoinisq pnvwtY Iwo w n crops on the Property during construction, (a loss of gro (ei guys And anebers e~ctendIng beyond the Property and (c) dangor flee rights. ~,qp It P= shall fail to use the Easemente t inuous psrio! five years after construction of the for a con substation Facility, then and only in that event, shall these - Easaments tessinate. In that avant. all rights and privileges - granted hemmW er shall revert to Mh, Its heirs and awigns. k +.s lo. Me parties hereto agree to Comply with all rules, ordws, laws, regulations, and statutes now existing or promulgated in the future by any i ""A governmental entity In respect to the substation propeaid the . Easements granted herein. In the event that any rule, order, law, Guru- regulation. or statute is prawlgated in the future which requires a cbange in the terms of this Agreement or in the nature w size ~r-V- of the Easements, this Agreement shall be modified accordingly so -~i as to cagdy with the applicable law and the parties hereto. : l='- -jam 11e alt LUM Face. in the event of any dispute under this Agreement, the prevailing party shall be entitled to s:. at trial and an appeal whether the reasonable attorney gees SAW& region remedy aougbt S region or damages. i3 • 12. 12 any of the provisions of this "mss Agreement are held invalid or unenforceable the invalidity of tha t provision shall not effect the validity or enforceability of any BW other provisiom herein and this Agreement and the rights and arties hereto shall be eonattvad and anfoaoe+d ations or the abli a~ p g aooardingly. pll= 3= 13. gam. The headings in this Agreement are for convenience only and shall not eartrol or affect the meaning or _ construction of the provisions ot this agreement. VA= 4 + ANT--mirm SMENU OE A6ESC! MOM ...ate IN WITNUS MM Y, POE and =4 have Q=cutcd this Samsent ftreownt on the date stated a3mve. FWLMM GBNSAAL BLBCMC UAMSO SzwMth= AGM4CV CMMY i BY Its a its at= or OMMI Coanty.o! Oh this day of to as personally 21 a being ! duly sworn did say that he/sheA Is the of NOMAND GEMULL zZaa a CMA", the within . tion, an3 that the said instrument was signed in ~wtiE • 9-oWand d corporation and aaknat2adgas said lyd* uaane to be the fw" deed of sold corporation. - Mary 1 110 gar Oregon My Commission expires: STATS or Como } ) as. county Of 1 On this day of ,W isrl, to a personally Mine bai~g liixxr~~oe d y sworn did say that he/whe, is the . _...Y ! 1t MD sB1MUS AGWCt, the within named dunieipal ration, and that the said instrument was siWned in bohal! o! sa corporation and aa~Cnowiedgas sold Instrudsat to be the ltea not and deed o! said Corporation. -41 z" Notary Public ! Dragon My Connissios Mwir*ss OA/ usawro~en~ tvyr~s. Apparel so to W nn A .31 _ ph= S - BASS--inirmw S& fiE' L►- ai~r• rjw_ •Mm- r~ IRS W p i. ~ • • • • • • • • • • CAS ~.R V. RRr . XXR=sM A A pereeA oL 48M in 900tsOnt 13, Tornship 2 south, Range 1 Vast of the Milla■atte Meridian, Nashington CoWtty, Oregon, move Particularly described sr follorsn sealnninq at the northwest corner of Seatisn 12, Township 2 MOM- south, Mange i west, and running East along the 11orth lino of f Ld ti U t s s& ac on ! o the Northwe t corner of that certain tract Roam con sli 949 k th e r 3911 t t 18s, 2 ~ along the hen , In Ma 1 Dist tine of said Moore tract too lost to the Southwest oorner of raid traets thence Most along the south line of r-- said tract 142 feet# thek;os continuing East along the Booth line of that certain tract conveyed to Darold L. Edwasds, at we, by Deed seeorded September 20, 1949, In Sock 249, at Page 200, to the Northwest corner of that certain tract convoy" to aurhar school District feat b!y► Deed recorded alkl 10, i r= " 1961. n Rook 222, at Page 4701 thanaa south along the Nast line of raid satwrl District Treat 424.9 toot, sore or less, to the south line of that certain treat connveyed to Fred A. _ Harrison, at axs- by Owed recorded in seek ate, at Page 3161 thence Fast to L~ia East line of the West one-half of the Northwsst one-quarter of said section 121 thence South along ; said East line to the r•orthrast corner of the southeast one- rter bs t o ce Eas a y l hg s h r of f ts rl a on ta ti o ne li the southeast nap- quarter of the northwest one-quarter of said section 12 a distance of 112.2 :wet, nose or lose, to the Ha theray right- ot-way lints of the os~gvn Electria railway Co.# thence Southwasterly along said Northerly line'to the south line the E.- Adam shaver Clsi41 tbantce Kest along said south ClalA lira to ne-gaarter section post between Sections 11 and lit ce North =M2.92 lat. no or le", to the point of bsgintafntq. . Subject to the rights of the public in and to any portion arm lying within the boundaries of roads or bigbways. ?-F' M<w- 5 VM• lr r N 4= w IL.f~ Culdah M burhas/. doe 11/2/09 • • 9 nT B Distribution Easements Two parcels of land located in the northwest gqparter of Section ia, Tnwn4h1p 2 South, °.C.n a i Vast# Willamette Meridian, Washington County, Oregon being more particularly described e,0 follows: PARCEL I & 3o foot strip of land of which the centerline of +oaid strip In described as beginning at a point on the want line of said Section 13, said point bears K 103502S" B 442.06 feat from the Mast Quarter Corner of said section 11, thence frog said b inning point S 69.244350 9 200.60 feet to the terainuz of said easement. PARCEL Ir A 34 foot strip of land of which the eanterlins of said strip is described as beginning at a point on the •i►ese line of said Section 13, said point bears N 1035'25" E 303.80 fast from the treat QaarCer Corner o= said Section 13t thence, lras said beginning point 9 68.354264' B 231.06 teat zero or less to the northerly sight-of-way line of the Burlington Northern Railroad and the terminus point of said easement. The sidelines of the said 30 foot strip easements are to be shortened or lengthened to terminate at the granter's property lines; otherwise, the easement sidelines are to 'terminate at right angles to the controlling terminus point. 1 The above described easements are shown on PGB Drawing No. E-7917, attached hereto which by reference thereto is :Wade a part heraof. 1 1 i D11li: dah Ourham2.doa t 10 Aro, _,r Substation taaement l panwl of lard located in the northwest quarter of Section T s th 1 hi awna ou 9, p 2 ! , Range i peat, NillMOtte Meridian Washington County, Oregon being more particularly dssaribad r - 8e0i~r~yin0 at a point that bears R 10351280 s 810" said West - secrtldn line 410.48 lost and S 82.240350 E 174.62 feet from the west quarter Carne: of Said eeation 13; theme it 11301100 s 35.70 rest, thence N 57039029E it M OS Coati thence P 2"301108 s 89.27 feet; thence N 24'99104• $ 00.16 - - lost; thence N 43.220480 8 49.11 Coati thenae 8 88.291500 T. _ ~ 79.14 feet; thence S 62"•191120 3 121.40 feet; tMWG - a 14300100 W 94.E tat mole oir lass to the northerly right- • ~ of-vey of the BLtr ngton Northern Raltroad; thence south- westerly alon0 said aright-ol-wa lire are a 1457.69 tout radSus Ma 07; anrve to the left, whiff corhd ne a 40643111% 9 222.08 test, an are distance of 222.34 feats thence leaving said rigbt-of-way iire K 140471110 R 94.221lsetr thence H 88629'Sol' V 40.00 feet to the said point of beginning. •Tha above described easement contains 1.2006 antes, more or _ loss. the above described easaasnt is shown on POS Dravir No. 2-7917, attached hereto which by reference theta s made a l ~ part hereof. SRN:dab Ask la,/1/29 a ~ 2.6 ~s L7- VMIT 0 IT B it 4 i toeo;~e W ' E)HPIT C FD. odor ul. V ' pLASTM CAP SUBSTUM FAlsewNr 1014 w-- WNW L2006 AC. ~ F / twin a pa Po11lEYt Lm EUMPT CUTS ALOM TM / WEST LME OF sECn= q, r.? IL " 4 w. eu~~aH R~~►~ /`s~act a~co~~~le cwalmmom COUNM • .ti UNIFIED SEWERAGE AGENCY OF ' WASHINGTON CO., OREGON ISEE EXHW M w w" RNW 3rA. RJ w. w^ !rAArJIYO mom A pwr t0l WT OF TAt WIM 1/4 e0+lapt aNb JUrI m NMVVA1M.Y ANSI OMPATW M MT r0 A MW AM W 4 FEET FAN w TM9 War 2601M Lm liE2 POa m ea•tuaL PARE E EafEN1 r I~ E m , Pag OWL 6473S r FlLALuK0m Nr4mmwaQNcomet RATN OP OIIIM ~r M *0001110 .r,e !"A'w am A'lA w t _Q. 1 1 P&LD Affms )N A itoom art JIM 11.4" >:a" Foam *on no= M. ps /OIriW10„ OARMIOW t%7 eQuallL. 10 AECONwom 1" 2t1 ON c4lef A>/ Not mu gj in! 01 0A"Ir. Ilf if fM t A>ttt. Doe II 90026 q'" lw - R0ots iaeae W'00 04/2"'S" 09104963,03t 42 Y- j sir L;iLl- TAM,. HP" F1•~ 4b s y■-i rabe. I M~ all- Ar~~' - w • 1 1 FYI ~ i EL90TRIC POW911 LINit 9A89M9NT WOW ~,Meaeewtur M eataldcretion of the reoelpla one and no/too dollars (it•at, . i+u0rertss'aml cain~rtr C'~egbrtz'yherebyaorweymPORTLJWatIIlNIf1ALEtlOTf1t0a0w►ANr1"Pa~andponorporMo~ :~er steel cerement over. under, upon and eoroae Mta roNolrktg Cu'opMil►~ "~Pa4~'A sMtraNd In -8fJ11t~ p~tim>s. an" aide ale osililift iwv is tl kNt In wldh. ndcn" fcN WO4401" 98 61115 3 Situated, In the Northwest quarter of Section 13, Taimship I South, Rsttge 1 West. Willamette Nmridian; Beginnin at a point which bears North 80.45131" East 126.11 feet fro the Southwest corder o the Northwest quarter of said Section 13; thence along said centerline South x1.17'16" Vest 97.36 feet to Point Oki thence North 02117126" West 221.06 feet= thence North 01OU'll" East 103,08 feet, gore or less, to the point of tomination of Southwest ' Uth Avenue and the terminus of said centerline. Together with a centerline beginning at said Point "A"l thence along said centerline South 63917116" Mast 11.00 feet to the terminus of said centerline. The above-described catterline is shown on P.G.E. Drawing E-7069, attached berate which by reference thereto is wade a part hereof. ' reltsma„ ctstrotmaua AMD covtau►ttts t r+ll.amaemarttaAWbaforwsrlOhtmfnbrupontlrePropugrandb«+aaR,malntarn,npaU.r~dtd,operKeNdpatral v Na pony (Ines and appurtenant algnal or comurdoatlon Ikra, and all uses dlr * or Indlro* natasary theretm aaahuses thpMIndudeuraaesagryereotlen olpoNs„lowsre,wfrat,oabla%guys. supporlcandappurfenmtoaandthe pmlaWse Utareof Iron) On and other hatarda Such wax shall also Indude keeping the Property ku from structures, e**nsrtg bets, vines. brush and any and an other obdrucOme of awry khd L POI shad haw the prop M do a top, mmb wba bees bested an Iand owned by Grntors adpoeM b the PlWwy It AtildoWnthea that suds bees reposeMe damper left use of this ecumant d. Oranlare shall have thv right to uN the Properly for all purpose not kumaetetenlrrtar the us" and purposse of lift egarneM, atcepf Grantersthem not build or vial aw structure or hnpmv ment upolk over or under the Propery wit' rout the prbr wrnlyt aonsom of PO1L d. The Grantors warrant Viet they have markiiable VU@ b to Property and mat POI may peaceaby enJoy►the rights and bimeMs ei We eaaa, nt 1v b POI shoal W b use tlttt Neernenl for a eonWwow parted ow Ave years awter the Me11111Hoa of eweendo power Hies, than tMs eaa M$M shall Nn dn$te end all rtghto greeted hereunder dmB resat b the Wsatora. L As used ft&vK the Angular &W Include the phrral and *a wHta. 7. This euea m inures b the bsnenl of and binds the poraea herb, their heirs, drAme, admintstrators, eeaoutom suaoeuars and assign. 'IN V MM3 WHUMF, the Owen haw ei ecuted die eatamsnl We 4-,-dsy a 19 UNIVIRD SOM a 71a13N mrNC1z'om COUNTY" SYr • y 1 Grantor 6% NEW Qrsrttor aTATII taF QR~tipf 1 Oranlor WAIJ C t * of „60K ) au - ■ On 'fir 10 Ihv skew-ranted &&y 9 k FAHr AIM ond .4 pcrsonassy eppsarcd bebn etc and eakttvwbdge Ihebngohg p lie tlrralerMryyeol swtdraed. WIN MUM IM UY ryComathabe ~kaee ~eattata.w , - AQ T- MEN ]MMOM i 1 G I~N.NlkAm ~ ~aoo; ~aoa 1 . 1 ~ratta.~ ~ w 0 ~~.pOf POLE A0. ~ S 3 3 w g raclata wiAtre. l i ~1t114! ~~11/11~t1,1/~ ~4r+R t fled dp. sm OPONN" } awe~rawaat~ ~ BASIS OF ESARIh.: P.B. W.W4 ~J~nfi1LH • DENOTES S/8 IR RD. _ ~ tl dl ~ !0l1L~0 6Et1m ELEQm IZQ ~ POk".APA 01101 014 * j ~ p . f(fOj~ I/ 0 44 .00 1 9001674 . Roots 41997 10/0911990 11 25 1 104A1 " 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 46 Name of GRANTOR(S): v Addmw 261 13a 00600 STORM DRAINGE EASEMENT LIII.PT• r egg 93043494 UNIFIBp BEi1MGR AGENCY OF NA$NINOTON COlM?y "Ofto"060V 155 N. FIRST APENIJE, HILLBBORO, OREGON 97121 The Unified Sewerage Agency of Washington County, GRANTOR. a municipal corporation of the County of Washington and State of Oregon, owns of the propcYty dace W herein. does Iterchy convey unto the rbgsrd -Tuslatin School 01itriet 23). GRANTEE, the right to lay down. cunstruet and perpetually maintain storm drainage facilities above, through, under and along the property dcK"I A at Exhibit "A' attached hereto and by this refemnce incorporated herein. This Sant of tasement shall run with the Wand shag he binding upon and shall inure to the benefit of the patio hereto, their beers, sueoc1313rs, and assigns. Any temporary casement graetcd hereby is automatically cbxittguished upon aeceptauec of the wntpleW dralmge facility in the adjacent permanent casement. No structure shall be erected upon said cucmcrt without the written consent of the CRANTEE. The condderttion for this grant is nmb MZ ct Tv, Execvivd this do-g day ofA& APPROVED TICARD - UAIATIN SCHOOL DISTRICT. 23J ley F adapp r..8 in t age, Russell Joke, Superior dent State of County oc~ddfl~ i UNIFIED SEWERAGE AGENCY OF WASH CC-TON COUNTY, OREGON a Cary Krahmer, General Manager APPROVS) AS M FnRM• Byl Unified Sewerage AgAy Counsel f- t- Q• ~:rr ~Y ~y A This instrument wet acknowledged before me on = "!I- 19'7W /2:2_2S (date) by _ 19Ate►~ G. ,i`a W- lnarne(sl of pawnW) as (title) of The Unificd Sewerage AAeney of WasNiigtust County. cHATHIMw a a Notary public for Oregon ~ o M & "f? My cu,ntnission expires rgW - Tubla n Sebaol D•auiu. Hibbard Adminiuradon OfIlm 131}7 S W ?aak Huy, 1%W OR 97373 r3 1-11447 , y . ~.ts!::~ `t+"'yew Rommel, POW *40 SU MAP I I 12 is I lace 5.4rarr A' 2 .fie r- SOLD Nwy War e-~►1~ t DUNAM r MAO r Jt I a X.a 300 1 14 13 6Sao AM4L I UNA 400 600-MI I ! .se~~. pa~aat~rrar+J :01~ , ( e o ii i r + eel.6 =ta. T ~ f ' MAP I I _ too' k _ _ _ 1 14A 23,74 . Cr 1 v S~ I ~ moo' • w Vr ~C CJ: August 91 1969 +7521 _ r •r. rKM.7131119Xr L Aaemet'r'4 / fox CHASE, JONES & ASSOCIATZ9 INC. ~ roswuLV som&walaxr ld aawyru oe"U AM rtip I it: 09001.V4LI tll AVINYS 'onn,AwAoessors mg, Tsi, ps0X too -Is" w w rowsu swTt 1 a~rpwM, 04180N vino Tai. am$ on -fix y STORM 61:NSR SA88NSN'►' i f for Durham School► A strip of lend for a storm sewer easement being 20 feet in width and extending southwesterly from a point near the southwest cpraer of the Durham School property onto property belonging to the Unified Sewerage Agen1cy, All in the Northwest 1/4 O! Section 13. Township 2 South, Range west of the at1lamette Keridian, washington County, and State of Oregon. said canter line being more particularly described as follows: Beginning at the most northerly point of said easement, said point also bet,.; a point in the west line oe.said school property which bears North 69 37 47 East, 1041.30 feet along the North line of said Section 13 and South 0022013' hest along the west line of said.sahool property and its northerly extension, 134.39 feet from the northwest corner of said Section 13; thence froA said point of beginning continuing South 0419113' West along said property line; 29.06 teen thence south 430071570 West. 36.72 Coat; thence North 46052103' Kest, 20.00 feet; thence North 430071578 Bast, $7.79 feet•to the Point of Beginning. 1% v 1 C°t' of a1aa so On. i Doe 93043494 R•ct; 101166 06/03/1993 12:22:42pit 23.00 IMF ML, ALI • • !~a:A ;i. - Y .r, 1. l~.', ti •il r•.'I ~ t = ~ f . . rY r ALL. ' ti.. ....K'l b.•. 'M..N 1.x.1{..• 4 s JA . s l F~ t 1 v~Mrrira • . ~ ~ • A SEWER EASEMENT 211 ISM 0000 LIN. EV. s t 7O2 14mu of GRANTOR(S): UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY Addecss: 155 N. FIRST AVENUE, jiILLSBORO, ORCM 97124 gw i 4t~r The Unified Sewerage Agency of W&A ngton Cuunry, GRANTOR, a municipal corporation of the County of Washington and State of Oregon, owner of the property dcxdbud herein. does hereby cnnvry unto the Trgwd Tualatin Sebwol District 23J. GRANTEE, the right to lay dow% construct and perpetually maintain a Sewer (or ewers) above, through. under and along the property deutibed on Eddhit "A" attached hereto and by this reference loecwporated herein. This grant of easement than run with the lmd and shall be banding upon and shall inane to the benefit of the parties hereto, their heirs, sucxeasm4 and assigns Any atnpotary easement granted hereby is au nmatidf f exdn`uished upon uoegytce of the completed sewer in the adjacent permanent casement. No suueturc shall k erected upon said cascmcnr without the written consent of the GRANTEE. The consideration fne this grant is nM munrraeM Ewcutcd this d3r day of-Ad" APPROVED TIGARD - TUALATIN SCHOOL DFSTRICT. 23) BY F . Hodapp Jr.. 'n M T f ~ Rtwdl JoK Supcrinn~n r State of Ccmttr of-IdImmawmaw • UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY. OREGON B ter Krah , CencT&w~ APPROVED AS M 1 OAV ay :e- Unified Sewerage Agency Counsel This hm mttent was wJmowkdged blow the on- MA _1A !V3 (date) by (namc(Si of pcrsan(d) a era lu ~.Mdo ~O (till) of The Unified 5ewerap Agwq of Washington County. - CHA~ , 0 C~ „i W Agrt~t~1 N Natael► PuMie for Orgon woat~n~~,~00 Mr commission expires '&L AM-1999, IlssaMs4~ Ttpd T~datio Sekod Datrist. H$Mrd Adm6,iapariew CAa>r. )j137 fW PaeYir Ft~Jr, Thud OA 97.12] ~r3 Y: Jt: ~r e:7 ?w .y 9 ~ ~ ll ~ t~ olp, yy yy ii t~ Or4'Ri 1.~N•~ -70 441 _ ~w_ ~+i aY1Y•1~r.pl r.wa. WJ6t~R7/QL11L~':~Iri•1:h.J~{ •rw•~»~• J s See ~7 ~ Z dV* Z u'. i•ii; 70f' - 0.91 low Z3 41 sy 1 r WA wo WA i r. 421Y.42 R~r W •~s•.:lrr:~ 700 f: IM AG o G~ - t74lT tu7o' M eMlb►i ~ 41. 4 i:: Z1'":~,: ~'.e . •'y • r;•:••.5i •1: '•:..•~S ysa•.. 1 ice: r~t1] :M: ; ~ f• . , . ~ , phi r~7f u~~ ...•:/r'',.•••R~~.i, ~,~'~1 % ~ e~y ;a n5i'r•:•'..yr..5a 1;h.•zV• era at` • •'.:rt-:;ti ' /~j'~.~,. ~t+•~' .u~ ?!►..~5' ij; ~ r'. •Ir.• r~7••. ~ i-r. Y: 3yj}}• ~ a•r j,'`~~•sy! ~S' '1-:}r ~1. i xsi.:~:,,r,;~,, . , ; ~z:~'..:ii,s:r;+• r~"'''jt^'"; f vfi??°i'•? • ' ac i tijf •:f'-y .~r ~ii~' iyr` .1 .•+<nN,'::• y ai•~ R;..\~ ti .y (!!'Y r•r p~.~+e~ Y~ ' ► r!:• ?i..~•r•.,,~2!t .L7a~> tti:.!a:•.wi~'r },S},,. ^ ±J. 1 • ~=.4'.:ia4l~'~~, f•'~l~•iFi~ ' I•ri'."s?3i-•.+'~ T.M lk~:t~, .•'~~!'~,:,La •1' ..+.•y. ~•',•s a„•~ii 5 ~ CJ: 4.. M-11 J~%xr air /or- 2. CHASE, JONES & ASSOCIATES INTC. FvWgALv 8f;OTNN & Wn1c"T liVd a tvNtm Zftgbmsa Zia" i183 _ August 4. 1969 67527 MOLW. 1!U AVENUE PORTLAN6 e11[QON MO$ TEL. Ilmm-MN 47e W. POWELL SUITE 3 emNISH M, GNB ON Ina TEL. (Min -1114 SANITARY SBf1ER BASEKWT (For Durham School) ' A strip of land for a sanitary sewer easement being 20 feet in width extending 10 feet on each side of a center line running from the south end of vacated County Road No. 331 to an existing United Sewage ' Agency manhole, all in the Northwest 1/4 of Section 13, Township 2 South, Range 1 Vast of the Willamette Meridian, Washington county, and State of Oregon, said center line being more particularly described as follows: Beginning at a pOat in the southerly line of vacated County Road No. 531 which bear's South 89.37147• Cast, 1324.06 feet along the North line of said Section 13 and South 0.22113' West parallel with adiaceht property lines, 874.30 Feet from the northwest corner of said Section 13; thence on the following center line courses S West. 14.19 feats thence South 89853450' East, 268.92 fact; outh 0031046• South 25054'14" East, 156.08 feett then South W100426 eCents 156.75 feet; thence South x1.5605• hest, 106.08 feet to said U.S.A manhole. SM90POROW Conner d WA1ld+ W } now a ec~o~en- " ! Doc 93043495 Rect.. 101356 23'00 06I0V1993 22:22:43C'M 3 r:Arb'~ tilt: •.f"! W!L ;~.l;'•,; ' ..i•• 'b: 1 . , fz. ~~~i•1 ,,.)L..'a•... '.....:7 ••x•.~ . /y•f Jr ~•'.r'r•,•r .t7j.i~ /~r1:`y Si•T•.•~~a': r .fin s : ~ ..'r• •'r• j. R. • .:.r ~ ,"~fl' a• •SM. t N,.•.::11 4. E s Aid Atiwr ti , . s•, :,i,, .:r: 7.~t;~. { :a ' } . l' M~ • 1!'2c;r'r ' .r-.,. t,~y1,tr, 1:ywS; ..1:~'~1' y}titi - •ti'1ti•~:• :,;{~~A•': ~ :±'..q„ i••i..e s"i'''S.i-r }i}~l .r,,~~ Cr,~~3►~Y.4 •i, °i yT-•::G: 3~i.~:.t f:+~;. ,f •r ty; •'t i.T~ - t S t' • l:.s%i•'"rain. : ?;f :•t..~44+' ?i:~M.'~~•= :.s~.'r.yn5 ri•"r...:Yyr.: t~i~,r•'~ T .w~i'~' ' •a .a. .r~~~~•'lj.Kt:!.;'~:~1: JSiI:: 1 .,1 •.:',.~~~j~ti~' •1 :il.~%:~'t; •.t.,. 1.r •e ~lti: e; y~y• .h. a+_ • 7 y ,-•ti•~;v --..~r,aI t ~,'~'S./.~Y; :•~.r . '+.s:•JWi •i YA.,I ! i~" . _ M'.............l.?~:.~'r'1.~:..'r•::r.~b•_t.,4►~.:li•: v,:. •~;i.-•:'•;~ +.':,l~s`).ii~ AS . r q' 01.E 7Q: 0 `7 Legal Description: ul to . Tex Lot No.0 STORN DRAIN EASEMENT Nana of Grantor: Unified Sewerage Agency of Washington County, a municipal co or tion of,the County of WasW gton and State of OrALo Addresss 155 North First Avenue Hf11jhgro 0 7 t r 00eA4.~.. Grsan11r. awnar of thesprropar described herein, does her:590 grant unto ws N. = PgtersiRrhap~~pn 872249 Grantees their successors ass gns, the r g , By -construct and perpetually maintain storm drainage facilities above, througho under and along the property described in Exhibit A. attached hereto and by this reference incorporated heroin. This grant of easement shalt run with the land and shall be binding upon and shall inure to the benefit of the parties hereto, their heirs, successors and assigns. This grant is made upon the conditions attached hereto, marked Exhibit B and by this reference incorporated herein. This grant is made ubJect to no other conditions. This instrument does not grant or convey to the Grantee any right or title to the surface of the soil aloe the route of said sewer except for the purpose of laying down, inspecting, restoringe maintaining. and replacing the sewer line. 1 No structure shall be erected upon said easement without the written consent of the Grantee. The consideration for this transfer is X0.00. IN IiITNES WHEREOF, the grantor above-nameds has hereunto set his hand and seal - this day of , A.O., 19-7.4F., UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY, OREGON 1 By do. 1 a , enera ger APPROVED AS TO FORM: 81! i ed a ncy ou e STATE OF OREGON County of Washington b=Aaaw & V9 dynr DATE 1 Personally appeared known to ale to be theAgeneral Manager o e above-now municipal corporafion who executed the instrument on behalf of said municipal corporation and declared it to be the voluntary act of the Unified Sewerage Agency of Washington County authorized by its Board of Directors. S . or, as am co ime ac0415e3 mrmA ID~eaM1411 r my Commission Public Ex xfor pires o gon s: Return to: James and Audrey Castile 7800 S.W. Peters Road Curhanr,.Oregon 97524 ...':_1 1 t 1 1 1 1 1 1 1 M CASTILE STORM DRAINAGE EA$E*mT A strip, of kW fifteen (15.00) BW wide b .the n~t6wwt oaFgua:tar;of Scatlvn 13, , Township 3 l~ l Wea afthe INil tent , Ti +d; Wuhiggcon Cowlty Orion, b ft a portion of that foal in dad to un" yy 0Cotaay (U3A) deaaibed in Book 860. PrSe Sts, Deed Ricards. 01"e fora, MMy da~ribed ~ B shrt at a pour on dw north line ofadd USA property 23.00 fee: 1m dw most easterly aorthwwt comw ofsaid I1Sa property; thence $ 0' 2'13" E 33.00 w p"lef with the east in QfNW USA property, Meace S x9'37'47" W 15.00 filet parallel with do north line of aid USA property, thence N 00 22 13" W 93.00 float to a point on the north line of slid USA property, thence N 89'37'44 E I S.00 he to the point of be k*& tli9! J'r -:s c.~srrs~' , uXa~v o MAIffo .499 r Awl 49,640 szr CASTILE STORM OIRIINNE ENEMENT , 4 n .Q. h _ _ n _ _ _ _ s, ~ ° !b` . Pte' ~ x o ~{~,o x...8 n o_ .a , s l_I _ N r'`s - -E "fs'1''taYi t,pT+„«,.. t, :W Sam' i. s'fi z: arantfe nbai : eon l,qa .h 'a ;oonttr4~t#.c op tat o-a.. tio NithLa tM a teitiat limits or aako ria.drraagssents: rite' rye ~lgsnoy ! aorul' area orovaoa rsquir.F' 2. The wkwvated teach "tsrLdlo shall .be itockppil c, sq . s to do the . , least daaage'to acaosnt ruts. gpaA oh of baaklinq; the Qrant AR shall rmove ail 0scavatad .rs ter a s:.'.aisd.:isaw. eur:Eaaai to aces .,j aohditi;on squ:.valgnt tio their 0i*,q itial cgttdiCioa. All ale uaedby th* orantse'a opsrst3ons. iQdidd :aaaents bail be. A A arean , shall. ",be' raked. aaQ grad*d to, opaloro to; tiuoit oc i'nal . contours,, aht4haiZ be : rss=draini , 'lies, Eroi holes rough ' spots, or, other surface leatd, res d trisantaa. to .a assdad area., Tlu1 " t~ranC :.shall cost,ebt by addition .,oc" disposal; rt4cadidqq .aAd ' r aNd nq; any ox;ass or deg ioiency` - 'f hagkf ill aoater3ai - which . project. All beconmis a -paren , prior to final aaceptanoe ;o9 , the existing . rainage Facilities gh~tli b• rdopanad .4 004 and natuea! drainage ristored. In lieu of stock-piling the topsoil-, reported -topsoil may be =="1 substitueed in tht top tWelve (].Z) inches. 3. During the time that the work is in progress, the',grantee shall sake every effort to maintain. tht .si.te.;in• •a . neat.:.and orderly, oondiiioa. All refuse$ broken pipe, excess Fill matieciai; cribbeto:* shall be removed as soon as practicable 8houd the'sork not,;bs maintained in satisfactory condition, thii: A_genop wAV' cause the crock to stop until the cleanup portion of the work has been done to the satisfaction of the Agency. ' 11/95:ab 1 .r . -ago •~A,~1. t Inv 1, 405 ai.0o i2/14/1,096''A01,42.1 OAK f 1 I G 1 1 , ASTER )RECORDING RETURN TO: Attn: Dominic Q. Colle ta► O'Donnell Ramis Crew Corrigan dt Bachrach U-P Attorneys at Law 1727 NW Hoyt Strut Potlland.OR 97209 UNTIL A CHANGE IS ASQUEMI), ALL TAX STATUIENTS SHALT. HE SSW TO TIZ FOLLOWING ADDIMSt HQ seas ie tax atntameny` EASEMENT rata I0 ACCFA 8111WAY, PEDESTRIAN WAY AND TRAIL EAS MSNT Unified Sewerage Agency of Washington County. Oregon, a county service district formed under ORS ChVter 451, heteinafkr called the Gtrautor. grants and convoys unto the City of Tigard, ant Oregon municipal corporation, hereinafter called the Grantee, a perpetual nonexclusive eaawnent over, scnass, and under the land and teal pmpetty described in the ' attached Exhibit "A" for access, Ingress, egress and construction and maintenance of a trail. bicycle way and pedestrian way. which may be used by pedestrians and non-motorized mechanical mans of transportation. such as bicycles, and for no other purposes. The Grantee shall have the right to place, construct, operate, teph to maintain, inspect, recorawact, itutall ' necessary improvements, and in connection therewith may remove any trees. shrubs, or brush necessary or convenient to accompllsh said purpose. THE'IRUS CONSIDERATION for this conveyance is $1300.00. ' IT IS EXPRESSLY UNDERSTOOD that this ease mi does not convey any right, title or interest except those expressly stated hendn, not otherwise prevent Grantor from the dull use ad dominion themover, provided, however. that such use shall not interfere with the uses and ' purposes of the intent of thq easement. IN CONSIDERATION of the premises. Grantee agrees that if said Grantee, its st=usors or assigns Acuild cause said easement to be vacated, the right of the Grantee In fits above-deambed ' easement will be forfeited and the easement shall immediately revert to the Grantor, its suooesam. aid assigns in the case of tech event. 1 t Easal~Iil+rr C, (6 Clio H CC) r Or This Basement is subject to the following terms and conditions 1. zuMmilt Grantor hereby grants to Grantee a perpoW. nonexclusive easement across the property of Grantor in the location described In Exhibit A ("Trot B semento). The purpose of this Trail Easement Is to provide Grantee access over sad across the property of Grantor in order to conarucl and maintain a trail providing pedestrian and nonmotorized bicycle access connecting Grantee's Cook Park to Durham City Park sad the Fenno Creak Trail System. 2. Scone of Grams UGrantee shall have the right to use the Trail Basement for ingress and egress and to perform routine and emergency maintenance and repairs to the trail. Grantee shall also have the right to use the Basement for constractlon, reconstruction. maintenance and repair of the trail and Grantee may use equipment and vehicles deemed appropriate by Grantee for such purposes. 3. oe of firenta'a fJse, The Grantor shall have the right to use the Ttail lament for all purposes consistent with the Grantee's easement rights granted herein. No permanent or temporary stmctures shall be built or erected within the Trail Easement without written consent of Granut, which shall not be unreasonably withheld. 4, bgltennd Repair, Cihutee and Grantor shall share the cost to maintain and repair the trail in proportion to their mspecdvde uses of flu Trail Easement. At the time of execution of this easement and maintenance agreement. the parties anticipate that Grantor will scoawt for 10% of the use of the Trail Easement and Grantee for 90%. Upon written request by one of the patties. t kidrrnula shall be re-catAmined and adjusted as needed to reflect the actual levels of use by each party. Also. upon written request by one of the parties, fire parties will meet. confer and agree upon the namm scope and mt of maintenance and repair work. Grantor and Grantee shall maintain the Trail Easement in a manner that is coatinuoody safe for trail use, If either party fails or refuses to make repairs which are required by this section, the other pally may make the tspairs and charge the actual coat of the repair or maintenance work to the defaulting party. together with interest at the raw of 996 per annum. Reimbursement. plus interest, of repair or maintenance costs shall not oonstitute a waiver of any other right or remedy possessed by the non&fauldng party. 8xoept in an emerge cy cx+aatiitg on Wancdlate risk of personal injury or property dad uge, the parties must give at lease ten (10) days nonce, in writing. before commencing maintenance or repair work in order to maintain the right to collect reimbursement plus interest for such work. S. JWkMW • Within applicable limits of the Oregon Tort Claims Act. codified at ORS 30.260 du%gh 30.300. Grantor and Gtantre each agree to indemnify and hold the other harmers for their respective acts or failure to act. to include their respedxlve officers. employees, agents, contractors and representatives from and against all claimm demand and causes of actions or suits of any kind or natures arising from use of the Trail 6ase.tttent. Pop - 2 BAS tT 0 1 1 1. 1 1 1 t 1 1 t 1 6, Upon approval by the Board of Directors of the Unified Sewerage Agency ("Agency Board') In a ropWy scheduled public meeting, the dnrttse's euemaat riShts under the terms of this Weentent shall become effective subject to the temta of it lease between Gmtor and John and Sally names Momu Leans"). This Bwrrient shall remain In effect perpetually. 7,. JJ-Ugftea MA . Subject to applicable litnits of the Oregon Fort asims Act, {3mt~V ape to Indsinnify, defend and hold haMeu Ornrtor, its employees, topreaentatlm contractors. subcontractors, agents, lessees, succmewrs and assigns from any low claim or I1abillty arising from the release of hazudous substances onto or from the property caused by the Grantee. its often, agents, contactors or employees, It is understood and agreed that Gramm by accepting this TWI Baternent, is not accepting any liability for release of hazardous sut+stanees onto or from the property which occumed prior to or did not arise from Orantee s use of the amment, and that the Orantor Is not attempting L. '„onvey any such liability to Grantee. In the event of contrunination of the property by hazardous materials caused by Grantee, Grantee shall take all remedial actions necessary to bring the affected property into compliance with all applicable ante, federal and local laws. The term"Hazardous Material" shall include any hazardous or toxic substance, material or waste identified as such by applicable loc4 state or federal law or regulation Including petroleum products. 8. flreach o! ObW anent. In the event either patty engages in any conduct inconsistent with its rights or obligations under this instrument, the other party shall be entitled to all remedies provided by Oregon. low, including specific performance and Injunctive relief. 9. Atto,~ eti_ Fera~ In the event of any litigation arising under this lostruuunt. the prevailing party shalt be entitled to recover from the nonpwailing party the prevailing party's mamabte costs and attorney fees at trial or on appeal as adjudged by the trial or appellate court 10. E f of am Subject to the Thomas Usse and all prior easements or emnibrances of record, the tights, convenants and obligations contained in this Easement shaft bind. burden and benefit tech party's successom assigns. Invitaa and lessees. IN WlCNBSS WHB1tE(}F, the herero To exw td this Tiaii Easement and Maintenance Agreatneat on 11947. Unified Sewerage Agarrcy Public Services Building 155 N. Piro Avenue. Room 274 Hillsboro. OR 47124 UNWM SSWERAGB AGENCY By _ Ica: Page • 3 HASHMERr • • APPROVED AS TO FORM: rMw 161r Le~et utuel . STATE OF ORHOON 1 li. Cm ntv of w"hinpn ) AQREW TO BY WSHM OF USA IZ~vku ~A ( BY~o Tiamo By S SAHY Thb (aa iedpd before this ro ~y of ~ • 1"l, by , the of Unified 3eMrerRge ASency, on behdf company. uV CCYMISA~10l1 C~Aq 0 flli~ gg& OFFICIAL ~ wrtasntnr enaw NOTM1/ Pl!!{LIG • oAE N N tWBx 10- - d' My 'won Bxplrq: 1 Accepted on behalf of the City of llpW this Z-4 duy of A4Xt-*"tV- 1997. CITY OF TIOAM r.~ By' T • Q 1 0 Ci w~.~~ns~a~wis Pose - 4 BASEMENT 5 pto LEN-1 LEGAL DESCRIPTION TiLpaps FOR ACCESS AND TRAIL EASEMENT A TRACT OF LAND SITUATED IN THE SOUTHEAST ONWARTER OF SECTION 14. TOWNSHIP 2 SOUTH, RANGE I WEST, WILLAMETTE MERWIAN. CITY OF TIGARD. WASHINGTON COUNTY. OREGON. DESCRIBED AS FOLLOWS: BEGINNING AT AN 5/8uIRON ROD WITH YELLOW PLASTIC CAP INSCRIBED KAMPE ASSOC. INC.. BEING THE NORTHEAST CORNER OF THE PROPERTY DESCRIBED IN DEED BOOK 460 PAGE 414 OF THE WASHINGTON COUNTY DEED RECORDS, ALSO BEINQ THE NORTHWEST CORNIER OF PARCEL 11 AS DESCRIBED IN DOCUMENT NUMBER 96080099 OF THE WASHINGTON COUNTY DEED RECORDS; THENCE S 88' 37'46"F, AIANO THE NORTH LINE OF DOCUMENT NUMBER 960MM AND THE SOUTH LIM OF PARCEL 2 OF PARTITION PLAT 93.078 AS RECORDED IN THE WASHINGTON COUNTY RECORDS, A DISTANCE OF S14.88 FEET TO THE SOUTHEAST CORNER OF SAID PARTITION PLAT; THENCE S 1.35' 43" W, ALONG THE EXTENSION OF THE EAST LINE OF SAID PARTITION PLAT, A DISTANCE OF 525.00 FEET; THENCE S 67. 39' 13" W A DISTANCE 166.70 FEET TO A POINT 105.00 FEET FROM THE TOP OF THE HIGH BANK OF THE TUALATIN RIVF.R(WHEN MEASURED AT RIGHT ANGLES) AND THR TRUE POINT OF BEGI4M3YG; T HENCE 105.00 FEET FROM AND PARALLEL TO THE OF TOP OF THE HIGH RIVER BANK THE FOLLOWING TWELVE COURSES; THENCE S 30' 23' 44" E A DISTANCE OF 4919 FEET; THENCE S 21.14' S3" E A DISTANCE OF 36.49 ' FEET; THENCE S 070 2S' SO" E A DISTANCE OF 14.02 FEET; TI16N1CE S 36° 19' 23"E A DISTANCE OF 40.88 FEET. THENCE S 08.10' 39" E A DISTANCE OF 39.33 FEET; TIIENTCE S 16.08' 34" E A DISTANCE OF 101.09 FEET; THENCE S 011'28' 27" W A DISTANCE OF 102.63 F1 m THENCE S 14° 41' S7" W A DISTANCE OF 9551 FEET; THENCS S 13.32' 30"W A DISTANCE OF 77.S3 FEET; THENCE S 21• I8' IV W A DISTANCE OF 83.13 FEET; THENCE S 12. 10' 45r W A DISTANCE OF 75A9 FEET; THENCE S 17" 33'30" W A DISTANCE OF 44.16 FEET TO THE NORTH LINE OF THE SOUTH ONEHALF OF THE ' SOUM EAST OM QUARTER OF SECTION 14. TOWNSHIP 2 SOU'T'H. RANGE I WEST WILLAMETTE MERIDLAN. ALSO BEING THE NORTH LINE OF THE TUALAMNT COUNTRY CLUB PROPERTY AS DESCRIBED IN BOOK 105 PAGE ' 445 OF THE WASHINGTON COUNTY DEED RECORDS; THENCE N 88.38' 48" W. ALONG SAID NORTH IMF., A DISTANCE OF 31.25 FELT TO A POINT 75.00 FEET FROM THE TOP OF THE HIGH BANK OF THE 7UALA71 N RIVER; THENCE 7S 00 FEET FORM AND PARALLEL WIT11 THE TOP OF SAID WG'Ii . BANK THE FOLLOWINO TWBLVB COURSES; THENCE N lr 33' 3v s A DWAM OF S 1.47 FEET: TNB 4M W 11.10`49'" B A DISTANCE OIF 76.61 FEET; TURM N 21.18' 16" B A DISTAL OF 13+49 FM TfIBNCB N 13.32' Sr R A DISTANCE OF 7S.10 FEI, THENCE N 14.41' S7" E A DISTANCE OF 91.36 FEET, THENCE N OP 2t' 27"R A DISTANCE OF 94.52 M31%. TE11 N(l N 16.01" 34" W A DISTANCE OF 91.53 FLBT, THENC S N W IV 39" W A DISTANCE OF 33.90 FW-. THENCE N 36.19' 13" W A DISTANCE OF 41.09 FEET. THENCE N •070 25' 50" W A DISTANCE OF 15.12 FBET; THI&MM 821014" 53"W A D19TANCR OF 30.46 FB61; THENCE N300 23' 44" WA DISTANCE OP 31.73 FEET. ?HENCE N 6r 3713"E A DISTANCB OF 30.30 FEET TO TIM TRUE POW or 11BOINIGNO. CONT UN WO 22633 SQUARE FEET. • • ad64 lopfco 8661/LO/YO 00'6 f06oot 114068 400!0496 s aoQ col .x,I . p1N R~ iu our ~ Rp iol ~1+MJ Wp t doommim PAM00 [ NOO M4 40 MAN L-~ r 1• 1 1 1 1 1 1 1 1 1 i .1 • • • ww. r cm M~K DUWATWNDUD IM, AY money kOx 1lildiak do hawby dKUuW to do p*W as Otwnway; dslhad u am kR to s nawral paa aad who dawlopm" b Iimbrd e paved tt hk bw sk 4tarprad" AaWtIm sod an a*vpdo mm m a sip m optlahs tbb dodlortan; do coal ptapatty dsaselbsd in the sttas W ftWt •A• lowtad In WahMpm Cow , OmW To haw ad to hold ft dwm4uw bW and de lwW d#m unto dw publb Axsve ibr ON ad purpom kftVb *W load. Tks yaatoca bw* oovwmt that thay an the owrar b fn thwis and do p wary b Ara of al! gm and aoauatbranon` dray haw Vad and teal right to VW Chair tilt abamdssoribrd, and dW wM p W aU Um ad anu mapta dw ad owing on the prWorW. mw Imo otwt mw dot at dab oo„rm"m is s jm . Haw, wr, to mud commoadus "Nam at or in hWw ad& prapwgr or wlw #m or p mmind wbbh b the whob aoo" atba. Tab dwd nW be =KuW in oaunugwtr, whbk"oaaadm but 400 addr aL ! WlTIV838 OP. I hwuato oat nor hand ou thb A3rd dty o f t1, e,•e M 64, 19-12-.. ~C ~ • 1`1it~~ ~ ` ~ sl~n. ~ signanrra si ne S%Pd e SfA'B OF OREGON ) 7hb koummt wo a bowWrAbetbra mean d~(do) by: 1947 N y 04 NI LO 1 a~tcuu.aowt. ~i►atw~r/f Lt • 7Ks~nae.Y MMUIIL r "+t 9UD40 BW N ' Sb 24 - OOI yYpOWlq t~IM JiWIN *am 0I My ~ ~ Aooeptod ca bd3df of *o city of Tigard this day of CRY ftbw BrA78 OF ORBGON ) taoaeq►ofwlnbiytoa ) Dm. 7trb h otmam"m arse &*wwbdsad belba are Oa Oats) W. ar+cw taut Nawri llt~pwus m wuMERL nor►~s► conatisarta~or.Wei o2amm" 0 1 PUS No DIVICATiON DSM OREMMAY Patricia L. Hickox eallonti and Chavlea A. Rallanti do dedkaw to the public u (Irasmrwy; deflaed mammas left b anatttsal stela mad whm daMbpnant k I mNW to paved trails, bmwJw& httanpredve foollitiaa. and on appaoprlow mommom alp rooophdos thfe dedhutbn; the ml vtgm i l described in do attached Oxhibit "A" tocomil In Waahboon Cm*. Oroprx To have and to hold the ebov"Woribed and dedk otl ddb w o the puMb fbrewf ft um and popoaee bereloabove stated. ' 'lire Venom herohy covenant that they wo the owner br he simple and the pro" k flee of all lhoe and snowubeanoea, they have good and bpi riabi to want their risk abovwdesalbed, and they will pay all taxis sad mo nertts due and ow1AS on. the property. no to coneldstetion lbr this o nwpos Is SAM. Hwwwr. do aemal carsideeation coado of or tnOwles other pmperpr ar value Swan or promised whtoh is the whab oooddenalm This dead nW be exwA od in mmtapm% which shell constitute bnt om o dgimL I IN WnN= WH RIM, I boomm at my hand on this -0-721._.4w of 19 R`y - -1 Ajlo-~ S Sipglture A sipasraxe Sipratlua STATE OP ORROON ) Coasry of Wniria~toa~~ j~ 449 1 1bb semvawt was aetaowladsed before ms on 't~• r iQaoe) br P 4nt t c to L. B A t- w NT f An0 C NA R L4 S A 6AL.LWAPT l leemeolpersa A))6 oFFtaALatswL MAMRL A 0 atAWAL Now" 91610som OOKMISNO1t 0~e MyCmmIa aatAgdrw +1A .20, .T44/ WCOtNYeta011l~rRlisAMMYtrlRt001 ~ Acoepted on bebdf oftheCib►ofT4;wd tirb d war-J -W-. , tdL Q P. 1w Ar ~ City m new STATSOP ORBOON) ComiY of Wiu AV= ) This iarsiamsat was admowbd{ad bslbre ate oe delis) 61r. atpusor(s~. a Al'a r OIANS M JIR~AI~ ~ Oaea>siMloa Nosaart~NUDaAtoon CCNMUMNMPWIIO o ' aalln.usei wooeaiss~a+amsesnalmm • • • A 1 i 1 1 A 1 1 1 1 1 1 1 r . R~1~adM1yQ0~p0Nf.TOe C1TIf 1M F.=vOm- wA1C1 lft _ORMAM >1dtiLYmi+W. now DMICATION DUD John94'A Y ck*3t , do booby drdlow to do pt+bllo a Orseaww,, delkW u UM Id to • NWrat Oft ead whendswk mW le Ilelited to Pend teethe, bwAha, kMIP rNNw t'YoAtdee, eed rn eppevpr W tnouua W sip raoopeidn$ dtb dsdioadw iN fog P>nPr W dwx and to dw aft*od Btddbtt "A" bated in Weddopm Coungr, Orion. To have and to hold Nn Awn4acAW W dWWmW r& uab the pbib lixover for mot emd pwposa lwdetesaovs steed. IU ponhas booby mAmM Nat dwy ate do amw In the sk* and tta p apaty t. An of ell Ban mW w oaatbumom dwy hm good end ta0 dsM to Qrmt dwk cW &bwi* dwwfbsA and toy win pq A were and aweamum due end owkg as do, pup W. The teas cwaWartton for tbb ooaveysWe is SAM. Howom, dN aoWel cumidosdon oaaiw of or bok" otber popwty a value 8tm arpomind wNch Is des wlgte *wWdwa*w Tteb deed uW bs wmcded in ooucwgw s, wWak slWi ooeeatinete tout one oohed. IN y hmw onthb3j-&~y of wee wb~+ 19 A , w 8 Sip<vftm 8lSnWeo $ignttego STATR OP 0[t ON ) OMW of Wmhbvo rt ) Ub k wwrA at was Wknowtedpd betgre me on )2,-24-41 (010) by; dOkn ~Ihjd `W&AX t (name of paeoa(e~. trdtM~t~~ Naafi G ~sqp eoetoet MY Ccenniesion W~µyyp4MlklsrlEeflr1611b[R1~000 , Emkw Accepted an bcW of *a CiW of Tigard dds a4" day oigkdhp,'+m Y ,19_% R Q P W+•,r..~ STATE OF ORWON ) Canty of Wisuwn ) Tbb inr umw t vu Wknowtow betbn ene on ~d br. orAAiaa ~ Aa uotatvnute:~eetooN tdy0oeaetreloaB oopmelo O oo,.t w wasrIrnrasrrce+stnof ++se I it • M NS MDiCATION OM • • Austin Renry Olako nd_ aMna Devilla Dialton befeby dWkMa to 1M pubdo u O«wW,, dellad es arm M1! b a ammal amend wlwo dwwlopmW !s llm Ned to paved UWk Wmtk% h dowedw dapples, ad a sppnoprlaae mawAneat dot =WWad 1114 dedioWon; the real properly described India attacked Aahi6Et "A" looated ld Waetdadlon Caumay orepw To have sad to bold the abov♦daalbW and deft" rWO unto the publlo Imover far am sad purpose henelaabow ststd. 71M postua beefyowaat that dwy am dw owner Is are dmple and 69 paopaty le 11+u of all hens and mwmekook der hays gx d sad 1%9 rigla to gw4 th* rl* above4mribed, and they wO pay all taxes and waedamb due and owhs4 on the pnepaty. 'ChM to condduation for dds oonvsymn Is SJM. Hwrow, , due social oondderW n concsts of or bekdaa other property at vahm dtvea a promised which is die v kols =esW6rdlw IbW dad may be =wAW In wwumtatpw% which shall conadhtas but one original. IN WMW WHEREOF, I havA o set my tuna on this 30&4, r afl°=lam?!' ,19_v, -sl~oaare atum signattue tttr. STATE OF ORROON) . p Ccnaty of We Oky A.4~i~kex b tme =W4 rrss satmowbdged botbn na m 7L .(dtoa) by: ~ ~ ~1 Two _ by►tll,r,~~~rlG+i T r (ps~popfpwpp(ep, . MYCoreerb" tp Accepted oa behalf of the City of 7 4grud 4b der of-jaMv " P.,.. Ckj►h3aglaeer STAT£ of ORZ" ) Coapty of Wsrhbo n ) 'Et►b i nuuat ens admwwlaapd b fto ws al A-00) by: MAMI I J~tdL.OEIiIN 6OTNer aw oou~wrdtra.wae w Exakasaarrkrkaua.tell Q!Y i1~ TIIM1~ AATMIhR~ ~ ` SKETCH FOR PROPOSED LOT LINE A0,JIJSTMENT !ll 1s i0l T AMA TO S IIO"M 3w slum ml [)Slim sw ma a Wr#A"! wR ~i~ AMA 4r NM LOf .mow an M1j1 . I- wm 1'r 2W U-61-97 1 (o d~ COOK Pmw I a1to cos n to K oEOi m TRACT OF LAND SnUATM IN THE SOUTHEAST ONB QUARTER OF THE SECTION I, TOWNSHIP 2 SOUTH. RANGE 1 WEST, WILI1►WM MERIDIAN. CT1'Y OF GARD. WASHINGTON COUNTY. ORBOON DESCRI13 D AS FOLLOWS: 1 i ALL TIM LAND DBD IN DOCUMENT NO 91063110 LYING NORTH OF THE MEAN HIGH WATER LINE OF THE TUALATIN RIVER MORE PARTICULARLY DBSCREBED AS FOLLOWS: BBWQ(INO AT THE EAST ON&QUARTBR CORNER OF SECTION 14.723. RI W. WM.; TH DICE S 010 27129" W. ALONG THE 1 ST I= OF SAID SEMMON 16, A DISTANCE orb ism PBBr TO lam NORTH LINE t5p THB SOUTH ON&13ALP OP THB SOUTHEAST' ONEQUARTER; THENCE N W 39' 13" W, ALONG BAw NORTH LINE!, A DISTANCE OF 34634 =r TO THE NORTHWEST CORNER OF LAND DESCRIBED M I= TRUE POM T OF BBGUQMG; THENCE S 00' 40" 21"W. A LANG THE WEST LINE OF SAID DOCUMff NO., A DISTANCE OF 59.22 FEET TO THB UMN HIGH WATER LINE; THE?4M ALONG THE MEAN HIGH WATER LINES TFM POLLOWIPM 4 COURSES;_ TMCB N 62• SW Sr B A DISTANCE OF 3274 FEET; THENCE N 6V 45" Sr 8 A DISTANCE OF 23.60 FEET ; THENCE N 74' 55'2r NA DISTANCE OF 3427 FEET'. THMICE N 700 20' 59" E A DISTANCE OF 42.% FESf TO THE NORTH I= OF THE SOUTH 112 OF THE SOUTITFASST ONE QUARTER OF SAID SBC: ION 14; THENCE m 2" '10' 13" w ALOM SAM NORTH LINE. A INSTANCE OF 141.84 FEET TO THE t F-i • • M19=99=60 6661/9t/t0 000st 046009 Sam 09tt0016 I DOG 0 No6■ro~oaaw r~ Iva fit :elk ~rR kF~~f fife( r. 1* ro i _p 0 0 0 I W a R yl 0 41 I fi 04 erg fill Fir ye€ ~1 a~ Plat, FE Fy~ s d i a 30 • 0A' 130 30 s i 6 G Am 7 i a i s~ ~i 1, ~jl ~t~ JAI 1~tj 0 - 4womw l~ I'If 1 E qd d %I !u. 5nC cA ~ _ _ o~ o tea'&8 £ - ~i 1 ~ a c. J rz F 0 ACY - rJ+~T _ r s o c 9 6 ~ l• t ' C QF? f e r Y. ¢ # i . araa _t~ v ' i 1 # : r t ~ Its 01 0 t~ t lot 1 a • lot eE r i f t r t t t r • d FIL r f f c a d f b s i R E ~j v I f la; ~i ~i .f f t • .1 9 owl l ,OA'W M 110 x t i A r ~ ~ tS ` 3 j • aor mom,. . , - ti "Arm WAN i Lo x i a • is 'G • ~r f ..,Ir r. s-M r rsww.w~ws~ ~ a~ : ~LlpOBg~ ~ iLOH~ ~ S i v i Ila M. .00 no -as ~M* so AN im an w W-Ift an s in Ilia Iwo Q1. M~~ r t loomm L SUVE 0 W V UARX Y Y Y _ r r it It tk I e ld sd 3 3 t$ w 7~ i` i~ i L► i iLi i i ;p to i It ID ID It w ii. 7r . lit tCN ftftm 3 a t t . r 1 to lot to Ills omm e/oorN6 #0 a 1 N~ i 1 t~ ~ j f .t r i~,~ ~ 1 ~ i ~ ~ 1j ~ t ~ 1 r dlp It d4. 4m Im C ~t l; t. 1 114.!7 -M- ~ 1l 0 V 11-:o Low- r • • • Exjsr GR so A ~u• . i00 IRiPR' "P Poo A~iur t.~• 60• :►C 1 1, 1 I t 1 i rf ~ ~ i f w 00 .00 .00 0000 1 ~ .P j 1 1 1` ,,p ~ ~ ,mil ,r j Or . 0 1 t 1 ■ • 4 iI a -.015 Ir 9 .--fqow• ` *low 1la..v Sim P. axis F AX Aw 02/24/99 TO., )w aHffln ffAVM:• d rr Waoow Dwd Evans F W Amwioan l Mel 1700SW MAw. Pwdg vsd OR 97201 P~o~eo P"" 790.7866 Fax ,Phone 223-2110 Far Pkow 790-7836 CL:' REMAR E S: ❑ Urgpmt ® For yjar review ❑ RsplyASAP ❑ Please CawwmW The following is a copy of the vesting deed far Parcel X putting the City of Tigard into title. Also included is a copy of the correct rder+ence deed for the Castle. Please let mo know ifthere is anything else I can do for you. 1 L is PJe ~'Ei6 'N822 P.'02/'W. r Ngy a.Ww M&MIftft &WikdMWPOP^ tbdl do we COO*/ V&IXU Bolt Old she q/ Oxp% r wft SU 00511 A ArfACMD. 9UWM TO: 1989.90 coxes a lien due but we yet JAYablo. seasutosy pousts asld aseost Wats of unified sdwxsw Apeq. Alsw . a e6e pub1ta. sanewolt recorded Arch 98, 1972 is leek 886 pap 231. M"W6TCW CkWn AEM Arm Tp Tj" pa p o , a.rs s 7brfdrddnireriafltNsOraedprmtfre~ea+oU~ee~GimWre~~_.3Rr lfkinand~Nf~t~ewr. t And the GnaWO► *AS- WMSW AN •k• Alm wired bt M AM& of AW d1ol p w*,d } lhepan dfe MNft eer dnd Md .hw Ow eed ~w+ Ae6t: enOl M std q&nbdww n AM won" end f 8ht~flNlyd A<<leR ~t dye lw~gW eArsw end dat~aadr of ~)e/JeR; areal wm~.~ Aaed dnd leaf ihlr ~ q! . Js rse~w Low r.es n a ~ IsEAU ''~'e+~VA' r1 ram es (SCA Q srA79 OFORdGGN Con"o- sablaur }ra dd• JT R~fdMI8R~4 7Aeide ~Afia9' 4l~ ",rt" A.~' " . i~c ~ tAe aaelro~ea~ s J1~oiry/M6Ue bt eel fo►Jdit Cbunq sedsYky pnra m 0d add smut Ai, tome n be Ot ifcntkd iR**mof --dawfkd bt and u*o ma wd i MiW wswxw a end AoAleor t/ Is seewd~! ee.+ctuedGk.tmne/F+ebsidre0µrsrl~j► JW 7'2 AIWOm Wf1MOl,1 here Awaawe at e~tel.t the awyerl" iew - - Ary Qae+alni~n e9+~ i w% .4 Comm is Mu" M% ^L To Buyamn sm" sass %TMaOw"* ,~►trea u ramie r SMEW ORE&W am,* of }dR r ewo as AN Oak lereiWwt wa wad d for" or d o'ebeR dat Mrr we~irt st am* /lrr itanr efftoff" +eew* im w r z 1 axalazi Who Beginning at the Itarshwest cognac 09 section 120 low"Ohip 2 south, Reflge 1 Koss of willaaetta Meridian, in the City of Tigard. County o! Washington and state at-Oregon, rending Wojies Matt along the Wareh line of Said section 18, to s point which is the Northwest corner at a treat leaded to school District f82 in loofc 340. Palle 220, eeinq the true point of beginning of i11~~e propeety berein daeaflbede thence Scutt aipnq the West side -if said tract and in preleagation chesao! 440.0 lest to a Volsci tsanae West and parsllal with the Borth line of said section 13 208.0 test to a polat, tbtnee North and Parallel with the flask lino of eaLd Section 13 440.0 East to a point on the north line of section 134 th■aee Mast along said section line 206 Lass to the point at beginning. BXCL'fT1Na TH999fAON that portion deedad to School district no. 62 to coo 322, page 222, daearibed as Eollovss Beginning at a point in the lia.e common to Sections 12 cad 13, Towaahip 2 south, Range 1 Hest, 11i11amecce Moridian. vhteh to the Northwest Coenat of the Durham $abaci District No. 82 Tract as deaCSibad Ln Book 304. p.1Qa 22110. Dae4 esaOrds Of 114,01tOgton County. Oregon, and 799.7 test lfest oL a point which is BO rods scat of the corner eomson to sections 11, 12, 13 and 14 of Townahip 2 South, Range 1 Usti -chance south with the most boundary o! sa$A $abaci 94serict Tsact 429.8 feet to a points thence Hest with the loath boundary of the Resold edvarde Tradt• 63 taetl thonCe Borth 419.6 Eaat: theoaa Cae% 05 lest W the point of beginning. ,STATCOPORgeo" } ~1frw q am w.mae to.Mwds. .ly 1494M am Aft&Mfi_ no r Op'ilMrlAW a . .1 -24 00167 11822 P.03/07 Drdar xo. 768761 .'1'1~ c4va%~- o+ all- foe : 89039922 ftct: 16611 116.00 09/7sI1ge9 10138,20M1 1 L `TV; _fl FROM i rd , aRAK@0~71NIm of %dda ms COLL*. Ons'm GLUM"FAML aw of Tisard ARS■~iC0a0rt~ti aiB}tlf Ta C311Y of Tiwd Mm. Dum RaboM 13125 SW NaB BoWevgd T4K4 OR 97x23 bM %&CUM=SRAQQIAUD.M&TAaaTATea0M mummunimmmLowmal dTtlhf+d AWL, Duwno Rebotot 13125 SW %H 8oukvud rqpwt OR 97223 n: Mnlt2-24 STATI OI ORES CV#nty of vmw--- Dec : 99122546 laeotl 729773 26.00 1"10/2999 49r2=147p, THE TRUE AND ACMAL CONX)BRAIMN FOR THIS CO VEYANCt3 44 !86,332.00. (Sae ORS 93.030) STATUTORY WARRANTY DUD VttM Sewetq p Apoy of W",bgtm Cowuj, as MOM may! MVW di6trkt. o flow. aaoaeym and N►aaanfa to MY OF TLOARD6 as O munippv oarporatio~ p~ya the "owlo8 d" cow teal 1a~l. 6m sad car of as W~~ ux ftl bush and wbjm to an caadblms max mm Wj me of g, abuamd k the CbtM otWaeb q"L Stara of OcgM to wit: Bee BX&Mt A aMwW beeem ad bcolpandW belch y though fu4Y at caeth. P$ge 1 of 2 - STATLrMRY WARRANTY Dip 1.. L( eGIS7 4922 P.04/07 i 1 1 1 i 1 1 1 1 1 1 1 1 1 i 1 i D t .Pow 1 TM Wa'L'RUIMN T WML NOT ALLOW Ud$ OF TUB PRCPBRTY DAD DI TIM ' W$MU bMT Ir VmATMN OF AMICADU LWD USE LAWS AND RMULATML BRM SMMd Ol ACCTQ7M= D4TAMff TIMP9MM AOQ{11 M PM MU TO TIM FROM SHOULD CHOCK WITH TM APPROPMA13 MY OR CM M - K.AI.iMQ VVARTbM T M VKRW APPItOVSD Uaffi AND TO DBTBRY>rl8 ANY L W=, ON LAWSUM AGAINST FARirtR►i0 OR POR>3ST FRAC r= AS MOM W ORS 3"A DAM &M J- dri cf.~,19q-9 UNuq= SBWBRAGB AGENCY OF WASMOTON COUNTY. OR800N a..i 'i7tle ICI ~lJ~ rs« a rl..~i.. S TATS OF ) )SL CmmWof , f Tbio msrmmene arils me on IM by :a am VON of Eft &4 R I J oo 65~i~g + MOMW Fable is sod fat Mr OD~IM UNWI OCT Z ZIM My Commk" SNOM: AMmr,m d As To Fomn: 1 wu~s~w.ui 1 Np Z 02 - SrATUTORY WARRANTY DUD ByCoaetsl Coastal. Untw gewgaw Arogrdwomwoncom 2 fm i p M922 P.06/07 9~ w. X07 ~1 ~lptdas a tract of land situated to Cho ftatheast one-4aaste of seat" a 14, , Tornsh3p 2 &ULA. Ran" I Kest 09 the. W11161061=6 11rs , in WO cityoof o Tigard, OC~ty of washinatm and State e! Organ, derocrsbed mnum at a 9/9 inch i n ~~selll ato" o!t wasp iasasiDSd the &&Mae. ISO- a, urave described its Doed ;4 6 4612 Page 014 of the 9" aesd lacouds. also beia~ the nutbllest fortes Off: paws It ~ desex bad in xecoiNw3r1w tae c. 96060009 of the waabri34tm D~sd Records; tbaneo E=th 08* 37. 4iw bast q~~ ~~.M~ 1 of said Patael Ix, and the Bouth line of 9asosf ai' X= Pt+RT 8sl. 93-076, ax rsaaraad in the Vasbiagtan OwntY t"e"Wo, a distance of 514.68 Feet to the iOUth"St cams= of said psstitida piatf t enfe South 3' 35' 43" Whit, a1on the gmteorion chi the loft Liao of ssid paxtition late a distannce of 526.00 fret, tie 8012th 6716 39' 13' Whet a diitawn of 3113.63 oat to the top o! th+e high bu& of the lualal-A n Rivss$ thongs alwg the top of t. VMAW bank the follOaiag r1VO coUXsest tla OO )tomb 49. 27' li• Halt, a distanos of 17.83 gsstl thence Worth 370 141 it, West a distance of 43.39 lest; theaas north 640 07' 23P Kest a distance of 99.09 fast, theme slosth $416 34. 286 West a diataaee of 95.39 fret, thence Kosth 82* 45' 2j d went a distance of 17.12 feet to thi want lies of Aural II so described JA Xecoxdbr's see No. 96000090.- theft Vorth 01' 22' is* Bast, along the West IL= off said 9arcel it, a distance of 550.30 feet to thi point of beginning. f "RW i a SE 1/4 OF SECTION 14 US RlW WM r 4 rmrmn mos ft"~m an u~YpT III Mi M "22 07 04 ID 03 ~ ~ ~u . A n ~ t.- q r f „ 4 Ln u ~ r, 5 4' ~•.n k rr~ o i~ ° ~ A .,SF Q[o o Y dtF ~1 J, J,~ 9 r ~ 'v Z'y' n ~'~a o ~ . cc. ..n 's r `1+. T.' r 1 L ' `t~~ t-+~.~ r~ n 1, r i 1,. ,:t r,,.o k+ r,c' g~i ~ • ! rTj c LYk t. r- r"•' 't~ -<r y J a W. - }~5 + 4 { •_Ya ~ r~ { -c. ~ 4, tFr -~t t. 4 ~ {r ,".3. -..Y. ~`,-r J ~,•Ji IF J } PUBLIC SNIAI,I1vG 'IM -ETIIV ~t, - ! 1'-r.3!.:j. ai~`".~. t rK i'.r .j~Jy_ 't ,r. r, ~tS T -1 4ti. 1~ 'i t ~Vi rig _ , - . • _ ,_r;~;~;.i • ~ ~ r r Est 1 t,j",3]•{I t t t J~y+ - ~ t l1c Yc ?rYSr~y~^ r y~yu r, t a rr. a t 4t 1 1 fs . z t r r t r r . rR q~ h ~1-T,p~4 t y 'i r'.>` Jz SJ~ S s { r! r w t t ero Y fr y4 -y ~ t, Jn`tt r +1 J.t'T~ ia; t~j{~'~•'° + ~ ~ z, ~ e ~ +e ~ ~~t+~et,y~tr}a t~~ r ~ j t o J ' 3 -r I i°yyA l a4y r!~ 'P•J ~R't~~ - rl .5 .,1 tj. 4 ~ -ti L ~r S.Y tI l~. 4~~x.z~• r r, 4 4. F w ~ Y+Jt ~t :r` Mme,: thS~ ~d e 1t~N ~y~ 14~^~ ~ ay ~i air + h J•C Y 1 I•k5yvr~x'~r ~ t"'r~' r ~ b o1L, yn + ~'+~txy{ ~ ~r i - Y + !t + r { ;~,~ry ~F S?I aka ~ ,~p Y ~~n. - I a .r a i i <1 ~ t~`~- a'j'' 4' ryvr r •t4~. ° .~,dy '~~''t~~'i'~3~i•`ire h` cr?t~~5'0~ ~xo 'l 1 ] i r.l 7 tiS `Yj~ •~5 C Ji r `?'~'T•,T,.' ~p, S r, } c ~ n j ~p r i• 5 ~ ~ +t' ( r r J, r~3 I -~•3~z'" ~ hb '~~Y tieR, u ~ ~ ~ 4$ ' ~ t 7 { r+..11 L ./t~ 1 Jf+j 1 .•uct~i~ ~ ~ ~ rzo{r o r,.!'~U ~0~.~~~y ,.,~,a ~ Si u Q~°'~ ~o y~t~e 5~[t i.' , o' f{ r i ;w h' Iu °4 os~ o° °rw"z~m, 1X~°d• qq~~'~~~ ~ ~°et ~~a ~:;a, yrn `r.' v'G•JZl a~ o ? ou~~r,~,~G`ou~u~. .°°u'~ m ~p o a „ X80 -cgot,B".o~+.~~4~A „tp..',f+y~~.3y>N~` „pty6,, 1 r 1 1 1 9 (THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETEINOTARIZQ Subscribed and swom/affirmed before me on the day of 19 ~9 OFFICIAL SEAL AIARTIN L WALKER NOTARY PU81.IC . OREGON COMMISSION NO. 30N6TARY PUBLIC OF OREGON 0444" ' "rraouweas~oe„oo~nESr~aauo~ ~z My Commission Expires: ~ (Applicant, please complete information below for proper placement with proposed project) NAME OF PROJECT I TYPE OF FROPOSEDOD FROPOS NAME Name of Applicant/Owner. . Addmse or Gewral Location of Subject Property ,8uW Proert ► Trx btu s~aad Lot #~a): 77777-7-7-77777 _ STATE OF OREGON City of Tigard • • AFFIDAVIT OF MAILING ) 8S. being duly sworn, depose and say that on ,19ZZ I caused to have mailed to each of the persons on the attached list, a notice of a meeting to discuss a proposed development at (or near) : __Zj.s d Sa Fj-v( &ddVA 722 t-b 6 a copy of which notice so mailed is attached hereto and made a part of hereof. I further state that said notices were enclosed in envelopes plainly addressed W said persons and were deposit pd on tke date indicated above in the United State Post Office located at ESL, 1fAr-v eld , with postage prepaid thereon. Signature (in the presence of a Notary Public) Pow" mmommmolm. I~ OWNSITE_CMDB88 • • 71 2S111DD00201 Current Resident 115917 SW HALL 312S111DD00400IBIDDLE, EDWARD H 116865 SW 129TH 4125111 D000400 (Current Resident 115980 SW BOTH 612S111DD00500IMARGUTH, VAL M AND ELIZABETH 110015 SW KENNEDY 612S111 DD005001Current Resident 115940 SW 88TH 712S111 DD006001Current Resident 115900 SW 88TH 812S111 DD00600IRARICK & ANTONISKIS 118955 OLSON CT 912S111DD00700}THOMAS, MELVIN RICHARD 115870 SW BOTH AVE #A 1012S111 DD00800ICurrent Resident 115850 SW 88TH 1112S111 DD00800IOSTROW. DINO & JENNIFER 112621 SW 138TH AVE 120S111 DD00900 ISTENERSON, ROGER E & JANET A 115830 SW 88TH AVE 1312S111DO010001KNUTZEN. DAVID W & CINDY 8 115800 SW SSTH AVE 1412S111DD01100ISCHMIDT, FRANK M & TINA M 115760 SW 88TH 1612S111DD01200IHENZI, DAVID K AND KIM A 18860 SW AVON CT 1612S111D0013001ALLISON, MITCHELL J AND 18840 SW AVON 1712S111DD01400ICurrent Resident 18810 SW AVON 18125111 DD01400 IRINGGENBERG, LYLE & JANICE 18820 SW AVON 1912S111D001500IMINATO, MARCO A 18815 SW AVON CT 2012S111 DD01600IZEITOUN, MOHAMMAD NABIL 18845 SW AVON CT 2112S111 DD017001JOHNSON, BRIAN D 18865 SW AVON CT 202S111 DD01800INORDSTRAND, ARNE C & KIM M 18895 SW AVON CT 2312S111 DD01900ISCHIMMELS, CHARLES R & KARYN C 18905 SW AVON CT 24128111 DD02000ILAMBORN, PATTI K 18925 SW AVON COURT 5 2512S111 DD02100ILASS. GARY D AND SUSAN M 115700 SW 88TH 26125111 DD02200ILANFORD, JANET E 115680 SW 88TH ST 27125111 DD023001DOBROTA, LAURIAN & MARIOARA 18960 SW HAMLET ST 28125111 DD02400ILEE, CHANG HWAN, KYUNG JA, DAV118940 SW HAMLET ST 2912S111 DD02500IMARVEL, GALE O & BERNICE E 18900 SW HAMLET ST 3012S111 DD02600 (Current Resident 18870 SW HAMLET 3112S111 DD02600IVOELZKE, B & HAYES, MARY 12667 PURISIMA CT NE 3212S111 DD027001BROWN, HARRY E AND SALLY M 18850 SW HAMLET ST 3312S1 11 DD02800 IBROWN, WAYNE A & JUDITH A 126400 SW BAKER RD 34I2S111 DD028001Current Resident 18830 SW HAMLET 3512S111 DD029001JAHRAUS, LOREN F/PENNY M 18800 SW HAMLET ST 36128111 DD03000IHOUK, TONY & C SUZANNE 18805 SW HAMLET ST 37I2S111 DD03100INEUBAUER, HERBERT BERTA 18835 SW HAMLET ST 3812S111DD032001HIMMELWRIGHT, ROBERT W 18855 SW HAMLET ST 3912S111DD03300ISURKE, TIMOTHY R & SUSAN C 18885 SW HAMLET ST 41125111 DD03400 (Current Resident 18915 SW HAMLET 4212S111DD03500IARRIGONI, JOHN & MARGARET 18935 SW HAMLET 430S111DD03600IFEATHER, FRED & VIRGINIA 18955 SW HAMLET ST 4412S111DD03700IMERCHANT, JOHN J JR & JAN M 115630 SW 88TH AVE 4512S111DD038001HIGDON, SUE 115615 SW 88TH AVE 4612S 111 DD03900 1HERSTEDT, PETER R & CATHY 115645 SW 88TH AVE 4712S111DD04000ISOUIRES, JAMES RBARBARA W 115675 SW 88TH AVE 4812S111DD04100IWILLIAMS, GREG NXIM H 115695 SW 88TH AVE 4912S111DD04200ILYNAM, DONNA S 115705 SW STRATFORD L Page 1 1/11!99 OWNSITE_CMD888 • 1/11/99 ' rpm 5 S111DD04300 LARSON, WESLEY E PO BOX 230876 51128111 DD04300ICurrent Resident 116715 SW STRATFORD 520S111DD04400IDORSCHEIMER, ERIC F & JANA L 115725 SW STRATFORD L 54128111 DD045001000UPANT 115755 SW STRATFORD 5512S111DD046001GEELAN, GREG T AND RHEA M 115795 SW STRATFORD L 56OS111DD04700[KRUPP, RANDALL & NANCY ANN 115805 SW STRATFORD L' , 57123111 DD048001PAXMAN, JOHN S,& CAROL R 115815 SW STRATFORD L 60811100049001CURTIS. MARK A & TAMERA S 115825 SW STRATFORD L 5912S1110D050001MINOR, MORRIS V & EYVON TRUSTE117793 BLUE HERON WAY , 6012S111 DD050001Current Resided 115835 SW STRATFORD 6112S11100051001Cunent Resident 115845 SW STRATFORD .6212S1110D051001WILUAMSON, PAULJ 15845 SW KELLY AVE 63125111 DD05200 (Current Resident 115855 SW STRATFORD 6412S1110006200IWILLIAMS, RONALD R & JANET C 116747 SW JORDAN WAY 6512S111DD05MlCurrent Resident 115865 SW STRATFORD 66125111 DD05300 IYI. CHONG H & EUN C 18160 SW 147TH TERRAC 6712S111DD05400 MENDEZ, ENRIQUE M & ANITA V 11080 9TH ST 680S111 DD05400 Current Resident 115885 SW STRATFORD 6912Si 11 DD05500ILEINAN, LEON N AND LUCILLE V 17625 SW SORRENTO RD 7012S111OD055001Current Resident 115905 SW STRATFORD 71{2W 11 DD05600IDORMANN, CHARLES A & JEAN R 15830 COLDWATER DR ' 72128111 DD056001Current Resident 115915 SW STRATFORD 7$2S111DD05700IBEESE, DORA L 115925 SW STRATFORD L 74123111 DD05800ISLOMOUIST. CHARLES E & LANA A 115930 SW STRATFORD L ' 7512S111DM900WIGHT, JOHN & JAMES, TRACIE 115920 SW STRATFORD 7612S11100060001Current Resident 115910 SW STRATFORD 77125111 OD06000ITANCEL, ROBERT 12437 DUNDEE CT 78128111 DD06100 (ADAMS, ALEC W & JULIE S 115900 SW STRATFORD L 7912S11100062001PATTERSON, DANIEL A 115870 SW STRATFORD L 8012S11IDD06300IGISSON, KATHERINE I 115850 SW STRATFORD L , 8112S111 DD064001Current Resident 115810 SW STRATFORD 8212S111DD06400IYARTON, CHARLES M TRUSTEE 115119 SW QUARRY RD 8312S111DD065001WIEBE, DAVID M AND SUE E 115800 SW STRATFORD L 84125111 DD06600ICROOK, MARK AND BECKY S 115780 SW STRATFORD L 8612S111DD067001HENRY, ROBERT G/BRIDGET A 115725 SW 88TH AVE 8612S111DD068001RUBOTTOM, GRAYDEN 115735 SW 88TH 87123111 DD06900ISCHLABACH, TIMOTHY & CAROLYN 115755 SW 88TH AVE 8028111D007000IWISNIEWSKI, STEPHAN G. & KIM M 115775 SWW 88TH AVE 8912S1110D071001HOVDEN, DEBRA M 1160 CORDOBA WAY , 90125111 DD07100ICurrent Resident 115785 SW 88TH .91128111D0072001ANIELLO, JOHN & MELISSA 115795 SW 88TH 92128111D007300IMELENDREZ. HENRY S 115815 SW 88TH 9312S111 DD07400IMERK, FRED E AND SUSAN E 115845 SW BOTH AVE 9412S111D0076001HORNE, BRIAN D/CAROLYN K 18515 SW AVON ST 95125111 DD07600ILOVE, RICK DUANEIPAMELA ANN 18527 SW AVON ST 96125111 D0077001BROWN, WAYNE A & JUDITH A 26400 SW BAKER RD 9712S111DD077001Current Resident 18539 SW AVON Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I* OWNSITE_CMD888 • f:,,..' . 'iYR.f,ll E I . 'AD C CT SMAN. WANDA 9823 LL 007600 113930 MAJESTI 99123111 DD078001Current Resident 18551 SW AVON 02128111 DD07900 ICONRAD, GREGORY E/CHERYL A 18603 SW AVON ST 11 DD08000IWAMSLEY, SUSAN G 18617 SW AVON ST 11 DW8100IMIRCOVICH, L JEAN 18629 SW AVON 11 DD0$200 11FREEMAN. VERNON S/SUSAN M 18643 SW AVON STREET 11 DD08300ITHACKER, CHRISTOPHER & BRIGID 18657 SW AVON ST 11DD08400IROSEMEYER, JAMES & ANGELA 18709 SW AVON ST 11DD08500DAMES, SUSAN MARY %721 SW AVON ST *02128111 WILLIAM J AND LYNDA L 115795 SW 87TH AVE 11DD087001BROWN, DALE E & DENISE A 115815 SW 87TH AVE 11DD08WO (HILL, LANDY C & TERI L 115835 SW 87TH AVE 11 DD08900 ISTEWART, CHLOE C 115855 SW 87TH AVE 11 DD0900010AILOR, LARRYDEAN & SHARON J 115877 SW 87TH AVE 11DD09100IMIER, GARY R & DOROTHY MAE 115895 SW 87TH 11 DD09100 (Current Resident 115889 SW 87TH 11 DD092001Current Resident 115911 SW 87TH 11 D009200 IWALSH, ROBERT S & MARCIA S 14240 SW FAIRVIEW BLVD 11 DD09300 ILUANGRATH, KHAMPHET & SUMALE 115935 SW 87TH AVE 11 DD09400I£RICKSON, MARTIN R AND MARGIE 115955 87TH AVE 11 DD095001TORGERSON, RODNEY A 115975 SW 87TH AVE +,02128111 DONALD W & DIANNE E 18715 SW STRATFORD CT 11 D0097001JOACHIMS, RAYMOND & JULIE 18695 SW STRATFORD CT 11DD09800IFREDD, M & SADLER-FREDD K 18675 SW STRATFORD CT 11 DD09900 ISMITH, BARRY F & ELMER, LYNN 18655 SW STRATFORD CT 11 DD10000 SEARS, GALE & ALEXANDER, J 18635 SW STRATFORD CT 11 DD10100 JUNGKIND FAMILY 18105 SW 68TH PL 11 DD10100ICurrent Resident 18605 SW STRATFORD 11 DD10200 BRITCH, MICHAEL JIBARBARA J 18585 SW STRATFORD CT 11 DD10300 MCCLURG, MARK D & STEPHANIE P 18565 SW STRATFORD CT 11 DD104001HUTCHINSON, M & MIDSON, CLARE 18550 SW STRATFORD CT +02126111 DD105001ANDERSON, WENDY MARIE 18570 SW STRATTFORD C 11 DD10600IWYSS, SCOTT C AND PAMELA J 18590 SW STRATFORD CT 11 DD10700 [BREWER, JOSEPH A III & STEPHANIE 18610 SW STRATFORD CT 11 DD10800 [PERRY, LISA A 18630 SW STRATFORD CT 11 DD109001AKAGI, RANDOLPH & TOMIYE 18650 SW STRATFORD CT 11 DOI 10001HARTEL00, JENNI LEE 18670 SW STRATFORD CT 11 DD11100 FARMER, JAMES & PRAM, THONG T 18690 SW STRATFORD CT 11 DD11200 MICKANEN, MICHAEL A & LYNORE M 11315 E CENTURY AVE 11 DOI 1200ICurrent Resident 18710 SW STRATFORD 11 DD11300IThe Evers Famiy 18720 SW AVON 11DD11400IDAVIS, JAMES & LYNN, LAHNA 18708 SW AVON ST 11 DD11500IBREUIER, EDWARD W & JOANNE 18656 SW AVON ST t 11DD11600INELSON, CAROL L 18644 SW AVON ST 11DD11700IPINION, E C ANNE 18630 SW AVON ST +02128111 Resident 18618 SW AVON 11 DD1 1800 ISANDERS, NANCY BREARTY 1232 GREENRIDGE DR Page 5 1111199 ~r aw • OWNSITE CMDB86 02I2S111DD11900113ILHAM, PAUL C AND LINDA D 18602 SW AVON ST 02128111 DD12000 IBRAUER, JOEL & ROBERTA 18550 SW AVON ST 02I2S111001210010-DONNELL, CAROLYN /ALPHONSUS 18538 SW AVON ST 125111 DD12200 MITCHELL. MICHAEL & MARGARET 18526 SW AVON ST 2I2S111 DD123001GEDUSKY, JOHN B & MARY C 18514 SW AVON ST 0212S111D012400IAROCHA, CYNTHIA L 18544 SW HAMLET ST *0212SI KUEN & SUSAN C T 18582 SW HAMLET ST 212S111 DD126001CASEBEER, C & NEMETH, AGNES 18586 SW HAMLET ST 0212S111DD12700INELSON, CAROL L 18604 SW HAMLET ST 0212S111DD12800ISWANSON, JOSEPH L & SANDRA W 18620 SW HAMLET ST +0212SI DD12900ICurrent Resident 18624 SW MILLER CT 212S111 DD1 3000 ISALSMAN, MONTE•JANNETTTE M 18628 SW MILLER CT 1-021281110013100 ILORTON, KRISTYNE L 18632 SW MILLER CT 12S1110013200{THOMPSON, RAYMOND & LOURINDA18638 SW MILLER CT 0212S111DD133001WRIGHT. GREG & JUDY 18640 SW HAMLET 212S111DD13400IWOLFF, CONCETTA F S & SCOTT J 18684 SW HAMLET ST 0212S1110150135001BELAIR, GREG AND NANCY H 18686 SW HAMLET ST 02OS711 DD13600ICASPERSON, RUDOLPH O 133028 38TH AVE S 0212511/ DD136M lCurrent Resident 18704 SW HAMLET 0212S111DD137001ATKINSON, BETTE C 18722 SW HAMLET ST 212S111DD13800IBOWLES, PAMILA G 115682 SW 87TH AVE 0212S1 i 1 DD139001DAVIES, GRANT W & DIANA KAY 115704 SW 87TH AVE 212S111DD14000IWINDEN, ROBYN RICHMOND & JERR 115720 SW 87TH AVE 0212S111DD14100IMORAN, PHILIP H AND JOAN H J15748 SW 87TH AVE 0212S111 DD142001BILLINGTON, HENRY & DIANA R 115762 SW 87TH AVE 2I2S111DD14300ILOBEL. STEPHEN Z AND GAY P 115780 SW 87TH AVE 2I2S111 DD14400 ICARLSON, PERRY G & BETTY N 115779 SW 87TH AVE 02125111 DD14500ISUTTON, GRETCHEN S 115755 SW 87TH AVE 0212S111 DD146001HARLAND, C & ELBOW, J 115733 SW 87TH AVE 2125111 DD147001OVERLIE, OLE K AND JOSEE 115719 SW 87TH AVE 0212S1110014800IDOWN, DENNIS M & ELLEN J 115697 SW 87TH AVE 0212S111 DD14900IDURAND, RICHARD J & MARILYN J 115675 SW 87TH AVE 0212S1 f 1 DD150001DAILER, DAVID M 115653 SW 87TH AVE 212S111D015100ISURNS, JOHN & PAMELA 18785 SW HAMLET ST 0212S111DD15200IFORD, DENNIS M AND SYLVIA A 18769 SW HAMLET ST 0212S11.1 DD15300IHILDAHL, DAVID & LORNA 18743 SW HAMLET ST 0212S111 DD15400IMAYS, GARY & GORDON, TEDDI 18721 HAMLET ST 0212S111DDi55001WROLSTAD, KIMBERLY A 18705 SW HAMLET ST 0212S111 DD15800ICZYZEWSKI, TRACE & CATHI 18653 SW HAMLET ST 21251 i 1 DD15700ISMICK, PERRY D/DEENA A 18679 SW HAMLET CT *0212SI ROBERTO & ELIZABETH 18665 SW HAMLET CT 12$111 D015900ICASE. PATRICIA & MARK 18657 SW HAMLET CT 0212S111DD16000IWELLS, SHARON K 18643 SW HAMLET CT 0212S111DD16100ILAY, KEVIN F AND ANGELA M 18639 SW HAMLET CT 2125111 DD16200ISCHMIDT, ANGELINA 18621 SW HAMLET CT 2125111 DD16300IKRAMER, KEVIN & JANICE 18630 SW HAMLET CT 12S11100164001LEHR, CANDACE 18642 SW HAMLET CT Page 7 1111/98 OWNSITE_CMDB88 6111DD16600 Current Resident 18654 W'HAMLET . . *02128111 JON A & SHELBY J 118050 SW°SHAWNEE TRL 1 2S111DD16600IMCCALLISTER 8 SCARBOROUGH 18862 SW HAMLET CT 0212S111DD16700IKASER, KYLE R & STELLA M 16880 SW HAMLET CT 0212S111 DD18800IWOMERSLEY, DAVID P & NANCY A 18637 SW HAMLET ST 0212S111 DD16900INADARAJAH, DEVAYANI 18623 SW HAMLET ST 0212S111 DD17000 JOLUTH, MILDRED C TRUSTEE 18587 SW HAMLET ST 002S111 DD17100ICOPPEDGE, JOHNNY N & LAURIE 1,8563 SW HAMLET ST ' 212SI11 DD17200ISWENSSON, JOHN & PATRICIA 18541 SW HAMLET ST 212811200011001Current Resident 115800 SW HALL 212S112CC01100ITIGARD FRIENDS CHURCH 17130 SW BEVELAND 0212S112CCO1200ICOLLING, JOYCE 110185 SW VIEW TERRAC 0212S112CC013001ADDINGTON FAMILY 18465 SW DURHAM RD 0212S11200014001HAYMAN, BERNIECE 110185 SW VIEW TER ' 02128112CC014001Current Resident 18385 SW DURHAM 020S11200016001KNEBEL, WERNER & INGE B 17483 SW ASHFORD ST 0212S11200018001Current Resident 18335 SW DURHAM 0212S11200017001Current Resident 18255 SW DURHAM 02I2S112000l700 [REED, WILLIAM & LUNDBERG, LYDIA 110355 SW PORTER 0212S1120001701 ICurrent Resident 18273 SW DURHAM 0212Si 120001701 TREED, WILLIAM & LUNDBERG, LYDIA 110355 SW PORTER 0212S1120001800ISENJAMIN, JUDITH A 115965 SW 81 ST CT 212S1120001801 IBOWEN, RICHARD L 12023 LLOYD CENTER 212S1 1 20001801 1Current Resident 18175 SW DURHAM 0212S1 12CCO1804 1ELLIOTT, DAVID C AND PAMELA S 115987 SW 81 ST CT 0212S11200019001COTTER, EDWARD E & VIOLA C 18065 SW DURHAM RD ' 0212Si 120002000IGOBLE, MARION MARLIN 18025 SW DURHAM RD 0212S11200048001LEONG, TEDDY K & CAROL E 17996 SW BOND ST 212S1120004900IJOHNSON, BRADLEY A/PAULA C 18000 SW BOND ' 0212S112CC05000IHAGAN, ELIZABETH R TRUSTEE 18020 SW BOND ST 0212S1120005100IFLAX, LAWRENCE C & LAURA M 18050 SW BOND 0212S112CCO52001BAUSTIEN, WILLIAM S & KRISTEN S 18070 SW BOND ST 0212S1 12CCO5300 IHICKMAN, ROBERT N/KIM H 18090 SW BOND ST 0212S11200054001WEIJO, RICHARD O & SHARON K 18110 SW BOND 0212S112CCO55001ESPOSITO, MICHAEL & MORENO, S 18132 SW BOND ST 0212S112CC056001BOON, ROBERT UKIM E 18154 SW BOND ST 0212S11200057001VICKREY, L EDWARD 115910 SW 81ST CT 0212S1120005800IROGERS, CYNTHIA R 115932 SW 81ST CT ' 02I2S11200059001NEWBERRY, MICHAEL H 115954 SW 81ST CT 020S11200060001Current Resident 115978 SW 81ST 0212S1120006000 ISAYLER, DEBORAH A 113500 SW PACIFIC HWY 8 02128112CC061001Current Resident 115943 SW 81 ST CT 0212S112CCO62001JENSEN-JUNGWIRTH, C & R 17733 SW 50TH AVE 0212S112CCO6200ICurrent Resident 115921 SW 81 ST S 0212S1120006300IKEEFER, DAN M & TYLER A 115889 SW 81 ST CT 0212S1 12CCO6400 ISHUGAR, ALLAN L 115867 SW 81 ST CT 0212S1120006500ISAKODA, THOMAS 115845 SW 81 ST CT Page 9 OW,N811'L CMDB86~ ~r ` 1l~f~1I!99 . 112CD01100 8CHQEWE, DA{:L D - 1T925'SW QURHAM ROAD 1120DO1200IHALSETH.'MICHAEL C & LINDA 17976 'SW DURHAM RD 112CD01300 (BUCHANAN, MICHAEL R & SHEILA M 115905 SW 79TH AVE 112CD045001000TURE, ROBERT E & TRISH S 11327 DUNNOCK WAY i 12CDO4500 (Current Resident 17916 SW 80ND 112CDO4600IDAUENHAUER, S & YANCEY, K 17832 SW BOND 112CD04700 )HEIDER, RICHARD & LAURELEI 17948 SW BOND ST 1120004800IRACANELLI, ROCKY AND DENISE 17964 SW BOND ST 112CDO4900ITOLL, BRET LJEVELYN J 17960 SW BOND ST 112CD05000ILAMOTT, GENE P & CHANZE H 13467 CASCADE TER 112CD05M lCunent Resident 179% SW BOND 1138000300 (SCHOOL DISTRICT NO 23J N3137 SW PACIFIC HWY 1138000400 ICASTILE, JAMES W & AUDREY 17800 SW PETERS RD 1138000400 (Current Resident 18100 SW DURHAM 1138000500 (Current Resident 113170 SW DURHAM 1138002200 IDURHAM, CITY OF. IPO BOX 23483 I13BA00100 (JOHNSON FAMILY 8965 SW BURNHAM 113BA001001Current Resident )7420 SW DURHAM 113BA00200 IMETZGER, DAVID G/DIANNE S 1120 BOX 275 113BA00200 (Current Resident 17800 SW DURHAM 113BA00300 ICurrent Resident 117910 SW DURHAM RD 113BA00400 IHAMBACH. M & SATTLER, S 17735 SW DURHAM RD 113BA004001Current Resident 17630 SW DURHAM 113BA00401 (Current Resident 17630 SW DURHAM 113BA00401 ITIGARD SCHOOL DISTRICT 113157 SW PACIFIC HWY 113BA00700 ITAYLOR, ELIZABETH B 116565 SW UPPER BOONE 113BA008001000UPANT, 116550 SW UPPER BOONE 113BA00900 IMCNALLY, GAIL V 116515 SW UPPER BOONE 1139DO0100 IKEZEOR, ROBERTA & DONALD 116605 SW UPPER BOONE 113BDO02001BARTLETT, E AtVIRGINIA 116575 SW UPR BOONES' 11313DO0300 IDURHAM, CITY OF 117160 SW UPR BOONES I i3BD00400 ISACHET, ANTHONY S & JANET 116745 SW CAMBRIDGE D 1135D005001APPLEGARTH, BOYD AND SALLY 116715 SW CAMBRIDGE D 1138DO0600 ITATE, GARY N AND LINDA J 116685 SW CAMBRIDGE D 1138DO0700 IJOERG, WILLIAM FICAROL S 116655 SW CAMBRIDGE D 1138000800 ISEAGREN, GERALD W & MAUREEN A17749 SW AFTON LN H 138DO2100 ISAAS, PATRICIA D 17550 SW AFTON LN 1130DO2200 ISRADY, KATHLEEN A 17600 SW AFTON LANE 113BDO2300 IWYLIE, MARILYN JEAN 17616 SW AFTON LN 11 30DO2400 IBROWN, JANIE S 17634 SW AFTON LN ~I13BDO2500 IREAUME, ETHEL M 17652 SW AFTON LANE .1 130DO2600 ILASHBROOK, DURWOOD & LUCILE 17666 SW AFTON LANE I13BD02701 ILAVALLA, BARBARA 17582 SW AFTON LN 113BD02800 (ARTHUR, EUNICE B 17700 SW AFTON LANE 11319DO2900 IEIDE, MARILYN J 17724 SW AFTON LN 1138003000 IGOURLEY, E & WELLS, DORA MAE 17740 SW AFTON LN 1139DO3100 IMARSHALL, CHARLES & JOANNE . I 17754 SW AFTON Pape 11 i i i „ GWN8ITE_CMDd88 261 1 98003300 1C3RIMSTAD. NEAL & MADELINE 16009"TOLGATE 1 2S1138DO3300 NCurrent Resident 116785 SW UPPER BOONE 2S1138DO3400ISARTON, RALH STANLEY 14530 SW NATCHEZ CT 2S1138DO3400ICurrent Resident 116805 SW UPPER BOONE 2S1138DO3500 IMILLESON, BRENT & LINDA ANN 116935 SW UPR BOONES 2S113BDO3600IALVAREZ, FRANCISCO & MARGARET 117081 SW RIVENDELL 28113BDO3700 ISTONE, CLYDE L AND HOPE M 117065 SW RIVENDELL OR 2S1138DO3900ILARSEN, DANIEL L/SHARON S 117011 SW RIVENDELL DR 2S113BDO4000 INIMMAGADDA, L & S 117019 SW RIVENDELL DR 2S1130DO41001WICKERD, JAMES CRAIG AND MEW 117027 SW RIVENDELL DR 2SI 138DO4200 IROSERTS, PAUL & BEVERLY 117035 SW RIVENDELL DR 2S113131304300JGIB80NS, MICHAEL C & BETTY 117043 SW RIVENDELL DR 2S113BD04400 ICARLSON, RICHARD & SHERYL 117051 SW RIVENDELL OR 2S1138DO45001FREEBERG, PAUL R & LORRAINE R 117059 SW RIVENDELL DR 2S113BOO46001Current Resident 17735 SW AFTON LN 2S113BDO47001HUSTON, MARJORIE L TRUSTEE 17721 SW AFTON LN 2S113BDO48MJESLINGER, MALCOLM RAY/LYANEL 17707 SW AFTON LN 2S113BDO4900 IMOCK, THOMAS GJBETTY L 17693 SW AFTON LN 2S113BDOSOOO (Current Resident 17679 SW AFTON LN 2S113BDO61001Current Resident 17665 SW AFTON LN 2S11313DO6200 ISLAKE, MARTHA L 17651 SW AFTON LN 2S1130DO6300 IEISENSERG, DAVID AND THERESA L 17637 SW AFTON LN 2S113BDOSM INUSSE, ELSE TRUSTEE 17623 SW AFTON LN 2S113BD055001KALLIS, RONALD J AND DOROTHY M 17609 SW AFTON LN 2S113BOO5600 (GRAY, KYLE E & DOROTHY M 117576 SW BULL MT RD 2S1138DO5600ICurrent Resident 17595 SW AFTON LN 2S113BDO5700 IFEWLESS, MARY ANNA 17555 SW AFTON LN 2S113BDOSM ICROWE, JOAN & SOLLER, NANCY 116834 SW CAMBRIDGE D 2S113BDO5900 ISADER, EDNA MAE 17756 SW CHAUCER CT 2S113BDO60001ARBINI, ROBERT F & SANDRA T 17730 SW CHAUCER CT 2S113BDO61001GRILL, LEONARD E/LINDA L 17712 SW CHAUCER CT 2S113BDO6200 ISHASKARAN, RENATE S 17692 SW CHAUCER CT 2S1138DO6300 ILEITHEISER, JACK JR/GLADYS M 17666 CHAUCER CT 2S1131313064001GRAY, KYLE E & DOROTHY M 117576 SW BULL MOUNTAI 2S113SO064001Current Resident 17665 SW CHAUCER CT 2S113BOO6500 IGRECO, KATHARINE R 17691 SW CHAUCER CT 2S1 138006600 1JOHNSTON, VIOLET 1 17721 SW CHAUCER CT 2S1138DO6700 (PARKER, SHIRLEY W 17743 SW CHAUCER CT 2S113BDO6900 ISAUL, D & P 116763 SW CAMBRIDGE D 2S1138DO7000 ISROOKS, DAVID A & CYNTHIA J 116791 SW CAMBRIDGE D 2S113SO071001RUBIN, MARC L AND DIANE R 116817 SW CAMBRIDGE D 2S1138DO7200 IDEFINO, ANNETTE MARIE 116845 SW CAMBRIDGE D 2S1138DO73DO IMORGAN, GEORGE D & JANET M 116873 SW CAMBRIDGE D 2S113BDO7400 (DURHAM, CITY OF 1120 BOX 23483 2S113CAOIOGO INEUFER, JEFFREY D & DEBRA L 117497 SW RIVENDELL OR 2S113CA011001HUTCHENS, SHIRLEY A 117485 SW RIVENDELL DR 28113CA01200IGRUBBS, J & GILLISPIE, C 117473 SW RIVENDELL DR, Page 13 4 WW I ' . OW,N8ITE_CAA_D8 88, - 1/11199 420811 CiuRArtt Rssid"t, 1748'7 $W RIVENDELL DR 02AS113CA01400 INENNIG, M & BLOMQUIST, m 117459 SW RIVENDELL OR 0212S113CA01500 STOCKER, EARL G TRS 117451 SW RIVENDELL DR 0212S113CA01S00IDARLING-BRACKEN, BARBARA 117445 SW RIVENDELL DR 212S113CA017001ELLSWORTH, DAVID A& SHEILA T 117439 SW RIVENDELL RD 0212S113CA01800 ISTRONACH, HELEN L TRUSTEE 117411 SW BRANDYSHIRE , 212S113CA01900 ISCHUH, SUSAN N & JOHN D TRUSTE 117397 SW BRANDYSHIRE 2I2Si 13CA02000 IMALETA, MARK V AND MARY L 117375 SW BRANDYSHIRE 0212S113CA02100IMATARRESE, VINCENT D & ROBBI L 117353 SW BRANDYSHIRE 02I2S113CA02200 IGUISE, WILLIAM A 16110 SW ARCTIC DR 212S113CA02200 (Current Resident 117321 SW BRANDYSHIRE 21241113CA02300 (FULLER, DAVID M / ARLENE J 117320 SW BRANDYSHIRE ' Q212S113CA02400 ICALHOON, SEAN P & NANCY A 117654 SW BRANDYSHIRE 12S113CA02400 (Current Resident 117354 SW BRANDYSHIRE 2S113CA02600ISTEVENSON, C & KAREN 117376 BRADYSHIRE CT S , 212S113CA026W (SESSIONS, R & SURTSHIN, J 117398 SW BRANDYSHIRE 0212S1 13CA02700 IFINLAYSON, RICHARD L & CINDY M 117412 SW BRANDYSHIRE 02128113CA02800 (BROWN, JAMES 117405 SW THISTLEBROO ' 2I2S113CA02900 DURST, CHRISTINE ANN 117385 SW THISTLEBROO 0212S113CA03M HANSON, H GARY AND MARIE A 117365 SW THISTLEBROO 0212S113CA03100ILABAR, CHERYL L 117345 SW THISTLEBROO ' 2S113CA03200 IGILES, SUSAN GMEREMIAH B 117340 SW THISTLEBROO 0212S113CA03M ISTEPHENS, D & SHIRLEY J 117360 SW THISTLEBROO 0212S113CA03400 )WATSON, STEVEN T & JULIE E 117380 SW THISTLEBROO 0212S113CA03500IEDWARDS, D & ROSTAMIAN, M 117400 SW THISTLEBROO +40212SI IVAHLE, JON H & MARY ANN 117270 SW OAKENSHIELD 0212S113CA03800 IGENY, WILLIAM & DENISE 117240 SW OAKNSHIELD C ' 0212S113CA03900 IYOST, RONALD E/LISA S 117260 SW OAKENSHIELD 128113CA04000 IMARSDEN, MICHAEL S AND DIANA L 117280 SW OAKENSHIELD 212S113CA04100 ISAHLI, RICHARD MICYNTHIA R 117287 SW OAKENSHIELD , 0212S113CA04200 IBRODERICK, NOEL C & JOYCE L 117265 SW OAKENSHIELD 0212S113CA04300 (MARSHALL, JOHN M KAREN M 117243 SW OAKENSHIELD 0212S113CA044001BARTON, HARVEY & JANET L 117221 SW OAKEN-SHIELD ' 0212S113CA04500 (PHILLIPS, LOIS K 117202 SW WITHYWINDLE 0212S113CA04600 IFETROW, WALLACE G & MARLENE DI17230 SW WITHYWINDLE 0212S113CA04700IGRIFFIN, CHARLES KIRBY & KAREN 117250 SW WITHYWINDLE - 0212S113CA04800IGRAHAM, ALLAN B/DIANA E 117261 SW WITHYWINDLE 2128113CA04900IBECK, RICHARD M/EMMY M 117243 SW WITHYWINDLE 0212S113CA050001POITRAS, EUGENE & KATHERIN E 117217 SW WITHYWINDLE 12S113CA05100 IFELLER, WARREN E & MARY K 17876 SW WILLOWBOTTO *0212SI ERNEST & LINDA 17892 SW WILLOWBOTTO 0212S113CA05300ICUFF, DANIEL M AND KIMBERLY K 17904 SW WILLOWBOTTO 0212S113CA054001STAHL, CHRISTOPHER & ELIZABETH 117135 SW RIVENDELL DR 0212S113CA06500 TREED, LEONARD & LIMA, CHRISTINA 117020 SW ARKENSTONE 0212S113CA05600 IPECKNOLD, PATRICK H & KARYN R 117050 SW ARKENSTONE 0212S113CA05700 IMEBESIUS, WILLIAM L & MARLA R 117055 SW ARKENSTONE ro-0212SI MICHAEL SYDNEY 117035 SW ARKENSTONE Page 15 f• SW ARKENSTONE T01 TH EEN E L 8113CA05900 KEYSER, GARY AA KA I1 8 02128113CA06000 ILOCKWOOD, DEE L JANET M 117096 SW RIVENDELL 2128113CA06100 IRICE, ROBERTA FORMERLY COLE 117084 SW RIVENDELL DR 12S113CA06200 INORTH, RICHARD B & HOLLY E 117070 SW RIVENDELL DR 0212S113CAOSM IMINGER, JOHN & LAURIE 117019 SW TOOKBANK CO 02I2S113CA06400 IHUTCHINS, J & HUTCHINS-STORI. M 117039 SW TOOKBANK CT 22S113CA06500 IBOHN. DENNIS & CONNIE 117059 SW TOOKBANK CT 2 S113CA00600 IPEDERSON, L & DICKINSON, J 117079 SW TOOKBANK CT ' 2128113CA06700 (CLARK, ANDREW N/ANN T 117082 SW TOOKBANK CT 20113CAOOM IHESS, OUINTIN F & DEBRAH A 117062 SW TOOKBANK CO 212S113CA069W IPEARSON, W & MILLER•PEARSON, G 117042 SW TOOKBANK CT 212S113CA07000 ISMITH, MARY ANN & SO, SUNHO 117022 SW TOOKBANK CT +0212SI IDUNLAP, BRUCE L & KRISTI A 117017 SW BINDDALE CT 0212S113CA07200 IICHIKAWA. SHINYA & JAYNE R 117053 SW BINDDALE CT 0212S113CA07300 IMORTON, STEWART & KATHRYN 1,17081 SW BINDDALE CT 0212S113CA07400 IKITTELSON, MARVIN & DOLORES 117101 SW BINDDALE CT 212S113CA07500 ISAYW R, C DOUGLAS & EILEEN D U 117104 SW BINDDALE CT STER. S & ANNE 212S113CA07600 ISCH 117080 SW BINDDALE CT 0212S113CA07700 MELTON, MARK L & MARJORIE K 117050 SW BINDDALE CT 212S113CA07800 ISARNHILL, ANNEMARIE COLLINS 117014 SW RIVENDELL 0212S113CA07900 IGLEASON, RICHARD M & CAROL J 17631 SW WILLOWBOTTO 212S113CAOSOOO ILOOMIS, JOE K & LOUISE L 17651 SW WILLOWBOTTO 0212S113CA08100 IROSS, GENE & KAREN ADAMS 0212S113CA08200 IMARCOTTE, D & CAROLYN 17671 SW WILLOWBOTTO 17733 SW WILLOWBOTTO 21261113CA08300 IGIFFORD, ROSS W AND LESLIE J 17751 SW WILLOWBOTTO 02128113CA084001PROUDFOOT, RICHARD F & PATSY 212S113CA08500 IFARRELL, MARK M & CATHLEEN P 17783 SW WILLOW BOTTO 17829 SW WILLOWBOTTO 212S113CA08600 ISHIMADA, HIROSHI & REBECCA 17853 SW WILLOWBOTTO 0212S113CA087001BAKER, HEIDI MARIE & BRAD HARM017881 SW WILLOWBOTTO 0212S113CA089001HAMILTON, SHARON L 117108 SW RIVENDELL DR 0212S1 130A09000 IBROCKWAY, R & KILHEFNER, C IPO BOX 888 0212S113CA09200 (Current Resident 117325 SW UPPER BOONE ' 0212S113C600100 IALFORD, DOUGLAS B & CAROLYN G 117075 SW ARKENSTONE 0212S113CB00200 ITAGGART, DAN & KATHLEEN 117080 SW ARKENSTONE ' 0212SI 13CB00300 ISCHNELL, DANIEL RrrERESA K 212S113CB004001BUELNA, STEVEN 117090 SW ARKENSTONE 117112 SW ARKENSTONE 0212S113CB00500 JDAVIDIAN, NANCY J 117134 SW ARKENSTONE ' 0212S113CB006001POACH. CURTIS M & CAROLYN 02I2S113CB00700 [HARVEY, W & SWANSON, D 117156 SW ARKENSTONE 117178 SW ARKENSTONE 0212S113CB40800 ISHAVOLSKIY, V &YOVKO, V 117222 SW ARKENSTONE 0212S113CB00900 IMEYOCKS, MARK AND RENEE 0212S113CBOf000IRADCLIFFE. RANDY 117254 SW ARKENSTONE 117292 SW ARKENSTONE 0212S113CBOI 100 ILINDER, MICHAEL S & BRENDA J 117314 SW ARKENSTONE 0212S113CB012001ARTHUR, ROBERT B CLODEAN 212S 1 13CBOI 300 IREAD. MARILYN P 117352 SW ARKENSTONE 117388 SW ARKENSTONE 0212S113CS01400 IOVERFIELD, L & R 18133 SW WOODY END 0212S113CO01500 ISHERWOOD, GREGORY G & DEBOR 18099 SW WOODY END Page 17 ~ntre~ • now not n ,p b OWN$ITE_G11i1D886 _ .i F-5 ~ ' 3113CB01600 STRONG, JEFFREY L & MAUREEN E SWANENDELL DR 17385 40SI K & S 117365 SW RIVENDELL DR S113CS01001ASCHOFF, WILLIS A 117349 SW RIVENDELL DR 4208113CBOIOOO JAMES M & PAULA M 117333 SW RIVENDELL DR 0212S113CB02000 MESTER, NEIL H AND DOROTHY R 117309 SW RIVENDELL DR 0212S113CS021001HAGBERG, NILS O III 117275 SW RIVENDELL DR 0212S113CB022001ABERNATHY, RICHARD R 117253 SW RIVENDELL DR 02128113CS023001GERSTMAR, GLENN 8 & ROSE M 117223 SW RIVENDELL DR 020113CS024001HUTCHENS, LARRY R - 117201 SW RIVENDELL DR 02OS113CI3025001KOCAOGLU, DUNDAR F/ALEV 117187 SW RIVENDELL DR 02OS113CS02600 IMILLARD, MICHAEL E & VICKI L 117160 SW RIVENDELL DR 212811SCS02800 ILOW, PETER W BONITA K 17999 WHITEFURROWS C 02I2S113CS029001GIBBS, HAROLD D AND PENNY H 17867 SW WHITEFURROW 0212S113CS03000 )JAMES, JOSEPH M 1PO BOX 145 212S113CS030001Current Resident 17933 SW WHITFURROWS 0212S113CS03100 KYLE, THOMAS & LESLIE 17940 SW WHITFURROWS 0212S113CS032001FANKELL, JAMES L & BARABARA 17968 SW WHITFURROWS +02OS1 BRUCE E & KIMBERLY M 117230 SW RIVENDELL DR 0212S113CS034001MORGAN, RALPH H AND KAREN J 117270 SW RIVENDELL DR 0212S113CB035001SWEENEY, STEVE T AND CHRIS A 18011 SW CRICKHOLLOW 0?.12S113CB03600 }ZACHARY, WILLIAM & ELIZABETH 17991 CRICKHOLLOW CT 0212S113CB037001PLAME, ROBERT M & CHRISTIE L 17931 SW CRICKHOLLOW 0212S113CO038001WHALEN, JAMES M LINDA M 17973 SW CRICKHOLLOW 0212S113CB040001COLLINGER, ROBERT 117374 SW RIVENDELL DR 0212S11300041001LOGAN, BRUCE L & CHERYL 117398 SW RIVENDELL DR 0212S113CS042001ROUSE, CHARLES 117426 SW RIVENDELL DR 0212S113CS043001COLLEKNON, CARL R & SUE A 117427 SW RIVENDELL DR 0212S1130004400 IMOORE, DENNIS R & ARTHUR, JUDY 117419 SW RIVENDELL DR 0212S113CB04500 WINKLER. MATTHEW G & LYNNETTE117411 SW RIVENDELL DR 12S113CB04600 JACOBS, PHILIP J & CAROLINE A 18032 SW WOODY END 0212S113CO047001WATKINS, TERRANCE J & CAROLYN 18064 SW WOODY END 0212S113CB048001KIBLER, PAUL J & NORMA IRENE TR 18096 SW WOODY END 0212S113CB049001WHITE, J & ANDERSON-WHITE, K 18132 SW WOODY END 0212S113CO05000 IDARNEY, DAVID A & PATRICIA W 18156 SW WOODY END 0212S113CO051001ELDER, H L JACK & BARBARA 13004 NE 15TH AVE 0212S113CIB051001000UPANT 18178 SW WOODY END 0212S1 13C805200 JINGLE, EARL B JR/MOLLY P 18220 SW WOODY END 212S1 1 30005300 1MANN, DALE E/DIANA 18250 SW WOODY END 212 S113CS054001BABER, DAVID WILLIAWCAROL LYN 1110 BOX 1447 0212S1 1 30005400 10CCUPANT 18280 SW WOODY END +40212SI ANTON S 18300 SW WOODY END *S113CB05600 ISTEWART, ALAN D AND HELEN 1 18283 SW WOODY END 20S113CB05700 IHADFIELD, CHRISTOPHER & IRENE 18253 SW WOODY END 0212S113CI3058M ICAROVANO, STANLEY F DAWN 18213 SW WOODY END 0212S113CS0690018ROCKWAY, R & ELIZABETH L JUAR 18177 SW WOODY END 0212S113CS06000180ND, RODNEY L AND WENDY L 18186 SW WILDERLAND C p i-0212SI CHRIS W & ELLENA H 18226 SW WILDF°LAND C Page 19 r b i 1 1 1 1 1 1 i 1 1 o D 0„ ~ ~ {1 < f:] i't`s ~ ~ ~J ~ ' nT 'OVYNBITE_CM[;16!!8 i119CB06200 DODD, JAMES C''& PENNY L' ~826~ $W wiLDERLAND C 1113CS063601KUNNERT. KEVIN R AND MARY K 18286 SW WILDERLAND C 1113CBOUW WILSON, D & HADLEY-WILSON, K 18287 SW WILDERLAND C 1113CS065001FEE, WADE W AND SUSAN T 18265 SW WILDERLANO C 1113C9066001CARROLL, PATRICK W & SUSAN L 18223 SW WILDERLAND C 11130000700 INICKLES, ROBERT J AND BARBARA 18181 SW WILDERLAND C H 13CB06600 IPAHL, DAVID A AND JOY-GAY 117287 SW ARKENSTONE i113CB06900IZACK, STEVEN E & ANNETTE PEARL 117273 SW ARKENSTONE 11113CB070001PASLEY, DON R AND JOAN 0 117261 SW ARKENSTONE 1113CB07100 WILLIAMS, G A AND CAROL F 117249 SW ARKENSTONE H 130007200 IGERSA, NANETTE E 117221 SW ARKENSTONE H 13CB073001WYGAL, GARY LEFJKAREN C 117193 SW ARKENSTONE i113CB07400 IDOSTERT, GREGORY S AND KATHE 117171 SW ARKENSTONE 1113CB07500 (GAGE, JOHN W & JULIE E 117155 SW ARKENSTONE 1113CS078M IKERSEY, JAMES S JR & RUTH A 117141 SW ARKENSTONE 1114A001100 (Current Resident 116285 SW 85TH 1114A001101 (Current Resident 116375 SW 85TH 1114A001104 (Current Resident 116295 SW 85TH 1114A001200 [Current Resident 116555 SW 85TH -114A001500 ILAM6, C/ZADA, GRAY, R A/LINDA D 111445 SW TIEDEMAN li 14AC00800 [REED, JAMES SUSAN R 19111 SW WAVERLY DR i114A0009001SULLIVAN, ROBERT W & HELEN M 19079 SW WAVERLY DR ;114AC01000 IDELINO, ALBERT A& DONNA M 19080 SW WAVERLY DR 1114AC011001ROSEN, HUGO R & BONNIE M 19118 SW WAVERLY DR 014AC01200 ISAIR, J & KELLEY PA 19142 SW WAVERLY DR 1114AC01300 TROTH, SHIRLEY M 19174 SW WAVERLY DR 1114AD00400 IWILLIAMS, MICHAEL A & HIROMI T 19047 SW WAVERLY DR 1114AD005M ISCHOEN, MICHAEL S & DEBRA D 19023 SW WAVERLY DR 1114AD006001WAYMIRE, KENNETH L & ROBERTA 19005 SW WAVERLY DR 114AD00700 IVICTOR, DAVID J & MICHELLE H 18981 SW WAVERLY DR 1 14AD00800 ICHISHOLM, J BRAD & MICHELLE 18967 SW WAVERLY DR 1 14AD00900 IBEAL, S & HUFF, J 18943 SW WAVERLY DR 1 14AD01000 IRODRIGUEZ, RUBEN J & DOLORES 18921 SW WAVERLY DR 114AD01100 IKNUDSEN, ERNEST G & KATHRYN C 18905 SW WAVERLY OR 1 14AD01200 IAUDINO, F ANTHONY JR & BRENDA 18899 SW WAVERLY DR 114AD013001PIAZZA, RICHARD JA & ROBIN M 18887 SW WAVERLY DR 114AD014001BJORGUM, M CLIFFORD III & LISA J. 18863 SW WAVERLY DR 114AD01500 IBRISSETT, GARY MARVIN & KIRSTEN18845 SW WAVERLY OR 114AD01600 IFLOYD, LARRY D & LAVONNE 18819 SW WAVERLY DR 114AD01700 ISOHLEY, MICHAEL F & JULIE E 18801 SW WAVERLY DR 114AD01800 ITIPPS, GUY I & CINDY A 116600 SW 88TH PL 114AD01900 IINMAN, DAVID S & CHERYL F 116622 SW 88TH PL 114AD02000 (MAXWELL, CARL F & G MAGDALENA 116648 SW 88TH PL 114AD02100 (Current Resident 116676 SW 88TH PL lc~ 114AD022001Current Resident 116653 SW 88TH PL 114AD023001Current Resident 8808 SW WAVERLY DR 114AD02400 (CLIFFORD, MARK S & ANN E 18820 SW WAVERLY DR Page 21 -r1-y ~ A's. , - W- o °r 4e d - Jwl - 1 41113 H11V1i~~ . YeJ'r ~~~+I~' ~ -1NAVY SIR , r e r 1 f4AQflGt~OQ : Yt DbN AL .eW? W3!1VC~Y DR 11,4 QO HUFFY, KEYLN.mE lI Al;.: I1, a SW PL ' i 14ADOGl900 IFORR@8T; RQBERT A'8 MAA0WJ I161i7 .$~Il $q~+M i~1. 114114011QQa N:EMNAIIZ, INIARK 8 8L;QUIBL.N : 11867i~Y1l 89TH AVE 114ADQ91QO ~AARCHAi~ENT..FIARRY'8 PEO3Y 118649;8~IY'BQM, PLACE 114J14Q O0,I8HEEFIAN:'JUDY:A MI0.$Wi V AVERLY-DR i 114ADQ9300 ILEWELLING. O 8' PAMELA J 1893I 8W' W~IVERLYSDR 11RAD09.100 IREOLUND, ALDEN A Aly1Y.K ; I iB'BWMi4 PC DR f:i411DQ9SOOI9URKE;E.QAV104KERN. .E. '`1 MIAWMAVERLY'DR' e 81'-14AD09600'ISPANURICHARO.Pa MICHELLE L . x1188 4 $W '90TH .PL 11:4AD037i00 L MIDERSEN.. DAVID'O. I1N70 8W 7,90TH PL. - : 8114AQ0980O IBUTLER,.i1AK IALL §4 SUSAN A 118859 sw.:90TH EPL 8114AD08800.11HIA- .MAT R 116841 ":8W =90TH PL s 8114AD04000`IBOROBUND JEFFREY STEVEN 18633 8W 99TH PL 8114AD04100 ICurrent R6sldmt 19004 8W WAVERLY: DR ' Lfigb M 8114AD042001MULHOLLAND, DAVID C 8 RHONDA L 19022 SW,- WAVERLY•'DR 8114AD04300 ISLOHA DAVID P 904 SW WAVERLY OR' Pais 23 }S, y Q'+. 1 l 1 1 1 •2--~ Signature (In the presence of a Notary Public) ' (THIS SECTION FOR A STATE OF OREGON, NOTARY PUSUC TO COMPLETEINOTARIZE) ' Subscn-bed and swom/affirmed before me on the day of 19-29 QFFICIAL SEAL ~ MARTIN L WALKER Q~''av'`~ NOTARY PUBLIC - OREGON 4095 A COMMISSION NO. 309960 NOTARY PUBLIC OF OREGON °°'r OND 1112O'M My Commission Expires: A ,2.6, 2002. (Applicant, please complete information below for proper placement with proposed project) rNAME OF PROJECT OR PROPOSED NAME: ~.L. I TYPE OF PROPOSED D ME `M` Name dApplican Owner: 060 I Address or General Location of ubject Priopeety► L$ubjset Pm rt~yli Tax bta!sJaad Lot_N~Y la•-~ , do affirm that I am (represent) the party initiating interest in a proposed affecting the land located at (state the approximate location(s) if no gddress(s) and/or tax lot(s) currently registered) ~~a S~ Ai..L ak4-w.we and did on the ~L day of 19 22 personally post notice indicating that the site may be proposed for a • date and place of a neighborh ppllcatlon, and the time, U meeting to discuss theyroposal. sign was posted at (ti'.q ev- 1A) 94'*Av a 7t so-ler (state location you posted rbtice on property) APPIDAVIT OF POSTING NOTICE t~ 1 1 • 1., 1 1 1 f 1 1 1 } P %v W `1(p Uk ,fvE L Sso°`e Z 2 JM, 06 = P 4 po sL F 39 -MR04.Z.1 W3 -AW7 of -7 42o nil . V L r .nw. ~ n. . . v •i s~.... p 'w. Y Y n, ~ ~ .z .U. -i V ' _ IM O a f 8 E~ ~5 6 gi b? EE ~E tea 1 ei 4 ~i a¢4~ e<S a: as 11 1 31% d d-4 s t • DATE: Fdomy 10,1999 TO: Kevin Epp, Dave Taman, Mike Zoacha FROM: Sheri Wantland USA Public Involvement Coordinator SUBJECT: Durham Facility Expansion Drawings Thant you for attending the public meeting last week for the Durham facility expansiaa Enclosed we the drawings you requested at the meetin& with six sets mailed to Kevin Epp . We also mvedithe foam mystery and found it is harmless, although unsightly During v g+~ aY high flows, which are typical in heavy rain, the plant exceeds its capacity for secondary tit To maintain an acceptable level of treatmen4 some of the flow slaps secondary treatment and goes directly to the tertiary treatment area for chemical conditioning, settling, disinfection, and filtration. This mixture produces foam that can blow away in the wind Ultimately, the plant expansion will solve the problem. In the meantime, we are minimizing the aeration and installing sprayer nozzles that should break the foam down better. ' K you have any questions, please feel fire to call Nate Cullen, Tom VanderPlaat or me at 648-8621. ' c: Mary Taylor, Madelou Havery CatdiMonal UN Pertntt App4e4tbn 0 coy of Tigard 8y Uaw Steps Agency for b"nalon of Durham Watatawater Trea~tm•ent Fac ty Public Meeting, Feb. 3. 1999 at 7 p.m. at the Durham Facility AdmMlstUtlon at" % Stan present: Nate Cullen, Tam vandenPlaat, Sherl Wantland, USA. Bruce Willey, HDR. Attendees: Mary Taylor, I GM 5W Upper Boone Ferry Rd. 638.5170 Madebn Havery,16970 SW 7e Ave, 839.2042 Mlle Zoucha,16878 SW Se M. 60Ct-9807 Dave Inman. 18822 SW 86w M. 884-5047 Kevin Epp. 18800 SW Be PI, 820.8836 Nate discussed the proposed who". what win be constructed, and the AgwWs 1Mett to be a good neighbor In the design, technology. and timing of the project. Duesdona and omnwas taw attendees: 0. Odor control? A. Increasing odor control equipment and covered primary clarifies wail contain odors. Digesters are sealed, anaerobic with no venting under normal operation. [Mary Taylor. 'Covering the primary clartilers will get rid of the seagulls. They're flying rats.' 0. What happens to methane? ' A. Recycled for cogeneration. Provides about 113 of plant energy. Q. Now that aModm uwft are gone, whars used for dfsinNc dw? A. Sodium hypochiorfie (bleach) 12% 0. Considered ultraviolet disinfectlon? A. Yes. but basins won't fit on this site cost effectively. 0. What is setback from property line by Waverly Court? A. 100 feet; required is 25 feet. 0. What w1u happen with Wev" cul de sac? ' A. City of Tigard decision. USA requests variance from Tigaes transportation plan: hammerhead cul de sac, gated, gravel access road for fire fighting access, preserve row of Douglas Ara. ' Kevin Epp, 01 prefer the cul de sac.' 0. What will happen to the hazelnut grove? A. Nothing until later phases. ' Q. How will noise #9 corntrolled from constructing the pipe to the new pump station? There is a funnel effect of noise sing the railroad Mwft to the neighborhood across the aeek A. Maximum hours of construction between 7 a.m. and 7 pm.. live daysfwk. no weekends. ? 0. Haw wiN pump station construction affect wetlands A. Gecsechnicoarl engineer wN deal with IL Solis are clay, so it shouldril be affected. ' 0. WIN it affect our wens? A. Soils are tight, so It shouldrit Mary Taylor, 'Water does weird things here. We discovered that daring other won.' 0. WA these be the first anaerobic digesters at this isaciW A. No. There are throe others already. 7 ~ o rJ a rl , ° n 0 Ilk, r i ^ • o c ~ . ° ,F - t J' "fro n 4 L ~ s K ? 3G'~ a ' n ° ~ _ ~ 7ly x ~ ~ . . w .o t ~ s c. ~c p ' 4 ^ : ' ~ ~ ' o ~ ran ~ ~ ~L fr _ a R7 . l C f r I ~ t t • 1 P k:~.~ ti ^ - ~ \ ° s M1 ,A r~ f.; ~ C` ''icL - 4 i r _ , - = ~ ~ E s t } r ~ 1 l Yf r , F ~ µr r t f , a j i r~l 5 r r S - f ~y M~'l"'"4 6 . s41. L v N Y 'L f• `I :jl r 1 1 i~ i i t i F 5 S i s 51 s r •~~'~1 f 1 ! } M1 1 4 1 a i C. d t LS r ~ ~ f l~L.'~~ rh j - w F F5 ks +c _ y7! ' ~ ~ ~ T33''L 6'1 . i'}} A4 r., lryyyF~'~~yy~'`~ k1 Ct. ni « ra'' a' o il '~o ? W oa a' ° a s 0 a o, s i9'..: - '^R1! s 1"~ ~`4 -.5 a ` ~ 4 . ''p y4'.;~ 'o - "n,,a1~ ""'~.r`.Y" f4 '-0 L_ o o O v y ~ a e 90 ^ 3., o ~Ro o„oo o . o..~. t~•-m ft~~,. . ~o o~°~a&A ~ ~a o o ~ to c" 'n ,L ~tF ! 9 , .r J app p R o d]'Il n.. d 0 , o e° P ~u P, nA)" Y} q°o -'"4i o+ , p tti f! ti`. C~ n'= iii U , _ ~ U ~ , ' 8 e5 ° C ' F ° : V, ,'1?f} ~ IR ! 4rj ~ r. a R .r . o+', y a Y , ~ 5 S' ~ . ,r . 'f - , u ~ n s, n , 8 v ' F t ~ 1' r ? w. ' L ~ ~ ~ , f, t , ~ :~i"t , ~ .'t.. - 1 . t _ ~ a o n ^t ' tS:N .1i "r ' n4 F I 7 i 1gM7 ~f tr°S~'- G tp' + 1 7`"' CA►L tdOT GEO'EINN, il. A r i [ sy Y~ ys y,' 14 x r rsL ",rs f+i f.. L T 3 s 1 " n n 5 .y 1 f •ti, 5.. 5 ~'t f .tl~`. ~ F. R i"p Y , ~f t~'•,4 ,~jyy (~y~.o c i ~ Gootechnical Data Report Ll04ed Sewerage Agency Durham Advanced Wsste~ . Trostment Plant (AWWTP) Plant Expansion Phases 31 4, r< and 5 Pro-Design Durham, Dragon Prepared for HDR Engineering, Inc. ' September 21, 1998 J-5739 1 i I 1 1 1 CONTENTS INTRODUCTION Genera! Purpose of Our Work 1 w Scope of Work 2 [.imitations 2 PROJECT UNDERSTANDING 2 GEOLOGY, SEISMICITY, AND GROUNDWATER 3 Geologic Settings 3 Seismic Settings ' 3 Geologic Hazard Classiflcation 4 ' Groundwater Setting 5 Area Groundwater Wells 5 Tualatin River Flood Level 6 EXPLORATIONS 6 Genera! 6 Borings 6 Sampling 7 Material Description 7 Groundwater Observation Wells 8 Cone Penetration Tests 9 Past Explorations g ' SUBSURFACE CONDITIONS 9 General 9 ' Groundwater Measurements g LABORATORY TESTS 10 General 10 ' Description of Tests 10 REFERENCES 14 Hwt Crowsw Page I ' W39 0 10 0 FIGURES 1 Site Location Map 2 Site Exploration Plan ' APPENDICES A Geology and Groundwater Information B Current Explorations ' C Past Exploration Lop D Laboratory Test Summary and Data Sheets 1 • • OEOTECHNICAL DATA REPORT DURHAM ADVANCED WASTEWATER TREATMENT PLANT (AWWTP). PLANT EXPANSION PHASES 39 4l AND 5 PRE-DESIGN DURHAM, OREGON ' INTRODUCTION Gsnsrar This report presents site geologic, seismic, and hydrogeologic setting and the S ' exploration and laboratory testing information obtained to support the Durham AWWTP Phases 3, 4, and 5 plant expansion pre-design effort. ' The Durham plant site is located in Washington County in Durham, Oregon, on*S.W. 85th Street, shown on Figure 1. Planned improvements for Expansion Phases 3, 4, and 5, in relation to the existing plant facility, are shown on Figure ' 2. At the time of this report; a revision to the layout of the anaerobic digester complex is planned. Also, we understand efforts are underway to locate a new outfall to the Tualatin River; the existing outfall essentially parallels the Willamette Pacific Railroad along the southeast side of the tracks. ' Figure 2 shows the location and depths of the current geotechnical explorations and the past explorations performed at the site by others. More information on these explorations are discussed in the later section, Explorations, and contained in the Appendices. After this introduction the report presents the following sections: 1 r, Project Understanding; Geology, Seismicity, and Groundwater, i Subsurface Conditions; Explorations; • Laboratory Tests; References; and • Figures and Appendices. ' Purpose of Our Work The purpose of our work was to obtain geotechnical engineering data to support the pre-design efforts of HDR Engineering Inc. for the Durham plant HM CXV~ Page 1 ' }5739 expansion. I In addition, we understand that this data will be used as reference information for final design and preparation of construction documents for the Phases 3, 4, and 5. Scope of Work The scope of work for obtaining the data to support the pre-design work included: • Conducting a literature search to obtain available existing data and • reports; • Conducting soil borings and cone penetration tests; • Installing groundwater observation wells, • Conducting laboratory testing on appropriate samples; and • Preparing this geotechnical data report Llrnift6ons This work has been completed and report prepared for the exclusive use of HDR Engineering, Inc. for specific application to the Durham AWWTP project This work was performed in accordance with generally accepted professional practices in the same or similar localities, related to the nature of the work accomplished, and at the time the services were performed. No other warranty, express or implied, is made. The field explorations and water level measurements indicate soil conditions and water levels only at specific locations and times indicated. Soil conditions and water level variations may exist between exploration and observation well locations. PROJECT UNDERSTANDING The existing Durham Advanced Wastewater Treatment Plant (AWWTP) is located i 0 miles southwest of the downtown Portland metropolitan area in the northwest section of Durham, Oregon. The planned Phases 3, 4, and 5 Expansion are on approximately 25 acres, which is about one-quarter of a mile north of the Tualatin River on the former Thomas Dairy property, and west of the existing plant and Fanno Creek (Figure 1). At presen4 the Durham AWWTP has a peak capacity of about 55 million gallons per day (mgd) and "Wt cam.. Page 2 0739 GEOLOGY, SEISMICITY, AND GROUNDWATER ' Phases 3, 4, and 5 Include the following: a) a new interceptor transition structure (deep manhole) near the existing pump station, transferring the ' Influent by an a44nch diameter pipeline to a new deep influent pump station, b) two anaerobic digesters and building as part of a multiphase digester complex, c) an expanded headworks area, d) additional clarifiers consisting of i one primary and one secondary clarifiers, e) an additional aeration basin, and f) several miscellaneous structures, The planned structures in these phases and future phases are shown on Figure 2. 1 1 i 1 1 1 1 1 the expansion will Increase the capacity of different portions of plant treatment between 20 and 65 mgd. in this section the geologic and seismic setting is briefly discussed along with the geologic hazard classification identified by Oregon Department of Geology and Mineral Industries (DOGAMI) 1995 map. Also, background information Is compiled on the groundwater setting and nearby existing groundwater well information. Geologic Setting The Durham AWWTP is located In the southeast portion of the Tualatin Valley which in turn, is located in the northwestern section of the Willamette Valley, a north-south oriented drainage basin that lies between the Coast Range to the west and the Cascade Range to the east The sediments of the Tualatin Valley are dominated by thick sequences of alluvial soils which have been deposited from flood events of the Tualatin River and its tributaries. The site, however, is located on the margin of the basin where the sediments are thinner. A portion of the geologic map and cross section of the Tualatin Valley in the vicinity of the plant site is shown in Appendix A. Seismic Setting Hart cno W 6739 The Durham AWWrP is located in the seismic zone known as the Cascadia Subduction Zone (CSZ), which extends from northern California to British Columbia. In the CSZ, just off the coast of Oregon and Washington, the Juan' De Fuca Plate is being forked under the North American Plate. Three types of `M11 °i .a G L • earthquakes'are known to occur within the SZ shallow enact de6per• ; s r ,t' intrapfatieandinterface. Themagnitudes~'predicted•by-sderitiilsfor these categories of earthquakes are: • Shallow Crustal (North American Plate) M4 to M7 Deep Intraplate (beneath the North American Plate) M6 to M7.5 • Interface Subduction (shallow off shore) Me to M9 Several earthquakes between an estimated M4 and MS+ have been recorded in the Portland Metropolitan area over the past 150 years, and smaller M4 earthquakes in the Tualatin Valley. The Durham AWWTP is located approximately 10 miles southwest of the Portland Hills Fault and 16 miles north of the Woodburn-Mount Angel fauk No geologic evidence has been found and existing seismic data is insufficient to classify these faults as 'active, or "capable" of generating an earthquake. However, these faults presently are considered potentially active where recurrence of activity may be on the order of thousands to tens of thousands of years. The closest fauk to the site is the Sherwood fault, approximately one mile south of the site. This fault is an east- northeast trending fault with an estimated length of approximately 17 miles. There are no current exposures of this fault and it is considered to be non- active, Geologic Hazard ClaasMmOon Based on our review of the Relative Earthquake Hazard Map of the Beaverton Quadrangle, Washington County, Oregon (Oregon Department of Mineral Industries GMS-90,1995), the site falls in the following categories: Relative Amplification Hazard Amplification greater than 1.5 Category 3 (Highest) i Relative Liquefaction Hazard Areas with thicknesses of liquefiable Category 3 (Highest) material for the scenario eardtquake (M6.5 nearby events or Me subduction zone event) greater than 20 feet where the water table is 15 to 30 feat deep,' or areas with liquefiable material where the water table is less than 15 feet deep. I ti 1 1 1 1 1 lie 1 N .1 b, n _ r, -,Relative Slope Instability Areas where slope instabll.* Is possible only Non-Hazard (not categorized) where there are unusual 'localiM conditions. Due to the above categories, the site is located in Zone A (highest hazard) on the overall relative Seismic Hazard map. The controlling factor in the determination appears to be the high relative liquefaction and site amplification hazard. The site is located in the Uniform Building. Code (UBC) Seismic Zone 3. Groundwater Setting The groundwater in the general area of the site is obtained from confined and unconfined aquifers in the valley fill of the Tualatin Valley plain. The groundwater slopes generally toward the Tualatin River. General Information discussing the groundwater setting is contained in Appendix A taken from portions of the reference, Geology and Ground Water of the Tualatin Valley Oregon," Geological Survey Water-Supply Paper 1.967. Shallow wells in the area typically have been supplied by perched water zones. In the valley fill deposits, perched water has also been encountered in semi-confined or unconfined conditions. Beneath the site, perched water has been encountered in past plant construction excavations and very likely exists under the area designated for plant expansion. Area Groundwater Wells ~a Existing groundwater well information in the immediate vicinity of the site was obtained for background information. Pump tests were performed after installation of some of the wells. The well locations and well logs are contained in Appendix A. This information was obtained from the references, "Geology and Ground Water of the Tualatin Valley," previously mentioned, k and also from logs on file wlth'the State of Oregon Water Resources Department in Salem, Qregon. This list of wells is not necessarily a compre. pensive grouping of all the wells that have been installed near the site. Additional background groundwater information exists in the previous geotechnical reports prepared for the Durham AVANTP site. References for these reports are listed in Appendix C. Hart CMWW }5739 -77-7 -777-7777- 3 ~ ~ .l5 of ~ n ~ C P 7 2 ~ o o f a, r I T~RJ~r Flood 4wrl ' . ' . The historical 100-year flood level of the Tualatin River in the proposed influent pump station area is approxlmately elevation 126 feet r • EXPLORATIONS f91MM/ A i) Fourteen geotechni6M explorations have been advanced at the Durham AWWTP site during April and May 1998. The location and depths of these explorations are shown on the Site Exploration Plan, Figure 2. It should be noted that the planned location of boring BH-5 has been shown, but will be completed at a later date. Seven of these explorations are soil borings advanced using a rotary casing advancer drilling system mounted on a CME 75 drill rig owned and operated by Geo-Tech Explorations, Inc. of Tualatin, Oregon. Also, seven of these explorations were cone penetration tests, sometimes referred to as Dutch cone probes, conducted by Vandehey Soil Explorations, LLC of Banks, Oregon. The total soil boring footage was approximately 444 linear feet and the cone penetration tests 580 feet Groundwater observation wells were installed in five of the borings to allow measurements of water levels. Full-time observations of the soil borings and the observation-well installation were made by Stratus Corporation of Hillsboro, Oregon, under the direction of Hart Crowser.- Work included recording the locations of each exploration advanced on-site, performing field identification tests of the soils encountered, recording and maintaining logs of the soils observed, sampling of soil and transporting samples to a geotechnical laboratory for testing. The procedure and techniques used to advance the borings, collect samples, and other field techniques are described in detail in the following sections of the report Unless otherwise noted, all soil sampling and classification procedures followed applicable ASTM standards. • Borings 1. 1 i; Borings OH-1 through BH-4 and BH-8 are located in the southwest comer of , the site in the general area of the new influent pump station, new influent pipeline and new deep manhole structure. Borings BH-6 and BH-7, are HW 60WW . }3739 , e, u o d o t }f o t A, s [ ,J ~ u p e °B p o r located in the northeast secti" ' of the site in the`,' e ' 444 of the new primary and'seconor •dartfieis, h& aeration basin:and peah'ilow Wilda. Boring BH-5, to be located at the headworks of the'facility, was not drilled due to soft ground along the access and Is planned to be completed during a future geotechnical exploration program.. Summary logs of the borings are ' presented in Appendix B. The borings were completed using a rotary casing advancer system which ' removed cuttings with circulating water instead of conventional bentonite r drilling mud. This system allows for the best installation of the groundwater observation wells. In-piace- testing and sampling is done by first removing the ' drill bit and inserting a drill rod with attached samplers through the casing. Additional details of this system are contained in Appendix B. Sampling Subsurface material samples were collected by driving or pushing a split-spoon sampler (ASTM D 1556) or thin-walled Shelby tube (ASTM D 1587) into the soil ahead of the casing advancer bit. field observations consisted of initial soil and rock classification, standard penetration test (SPT) blow counts (N- values), drilling penetration rates, water level depths, sample recovery, and location of stratigraphic changes. The disturbed soil samples obtained by split spoon sampling techniques were examined and then sealed in plastic jars for further examination and physical testing in the laboratory. The 'undisturbed' samples obtained with the Shelby tubes were observed and disturbed material removed. The tubes were sealed with caps placed on both ends and sealed ' with duct tape. The Shelby tubes were placed upright in a container for transportation to the laboratory for sample classification and testing. Additional information on the sampling procedures and terminology used to describe the consistence or density of the soils is presented on Table 81 In Appendix B. M~-RI D"edpoon Aker the samples were obtained, the soil was classified by visual examination in the field in general accordance with ASTM 2488, Dext*wdon and ' Identilrcation of Soils VfsuaHWam al Procedum, with additional distinguishing characteristics and physical properties described in accordance with standard engineering practice as described in Table 131, Appendix B. The ASTM standard is based upon the Unified Soils Classification System (USCS). Hart Cr*~ Page }5739 3 ,:o e o . e c o n n • fF p W Cf' o e oo g-'~•a~ . nab ~q iRhyxical Cliarscterbda of each sdf Were tentlfled,aru~udi~ng Consi~tanty, color, relative:moktur degree'of plasticity; and additional geologic features of the deposits; if observed. QroundMw 4bservadon Wells Groundwater observation wells were installed in boring BH-1, 914-2, BH-3, BH- 4, BH-7 and BH-8 upon completion of .drilling to permit measurements of water levels. The wells consisted.of a 24nch PVC pipe that was lowered inside the casing and carefitily backfilled with bentonite chips and sand as the casing was slowly raised out of the hole. The PVC was positioned in the center part of the hole by placing centralizers at approximate 50-foot intervJs. Slotted PVC pipe with a slot size of 0.24nch were placed at various depths in each well to allow for groundwater to enter the pipe: Sand, consisting of a dean and washed silica sand, was backfilled around the slotted sections of the well to depths up to several feet above and below the top and bottom of the slotted sections. Medium sized bentonite chips were placed above the sand to prevent groundwater from infiltrating into the well above and below each slotted section. • Cons Perwfttlon Tests Cone penetration tests designated as PH-1 through PH-7 were completed in the plant expansion area. The advancement is done with a quasktadc cone penetrometer, sometimes referred to as a Dutch Cone. Probes PH-1, PH-2,. PH-5, PH-6, and PH-7 were done with the mechanical cone and PH-3 and PH- 4 were done with the electric cone. Both methods obtain similar soil interpre- tation classifications and strength values, but the electric cone can also obtain soil pore water pressure values and soil shear wave velocity values. The cone is advanced into the soil hydraulically and records soil resistance information approximately every 8 inches (20 centimeters) for the mechanical cone and every 4 inches (10 centimeters) for the electric cone. No soli samples 'or direct water level measurements are obtained with these tests, Exploration logs showing soil resistance Information and an interpretation of the soil classifications are contained on field logs In Appendix B. • "M CAW~ }s~39 • 1 1 V On n o. e o 'moo M,"v Q,•o -,J`c r Ij o o':~~ o W 7- p O 74`da 777.'~;' 77 t • . - P"t In the past; several geotechnical borings have been advanced on-site. A list of these exploration reports completed. by; others Is contained In 'Apoendbc C. The boring logs and cone penetration test logs from these past explorations are also contained in Appendix C. The complete geotechnical reports are on file with HDR Engineering, Inc. 1 1 i SUBSURFACE CONDITIONS General The soils encountered in the geotechnical borings and cone penetration tests confirmed the presence of alternating layers of alluvial sediments underlying the site. Soils composed mostly of sand,.silt, and day with various amounts of gravel were encountered up to depths of 100 feet below surface grades. The. soils encountered at the site can be grouped into two units of similar soils. They are "upper alluvium" and "lower alluvium" with the following general description: Upper Alluvium. Loose to medium dense, silty SAND, well-graded SAND with occasional gravel, and medium dense, sandy SILT. • Lower Alluvium. Stiff to very stiff clayey SILT and silty CLAY with fine sand, and interbedded medium dense to very dense, silty fine SAND with occasional coarse sand and gravel. Groundwa¢er Measurements Special drilling methods were used to advance the borings where groundwater observation wells were installed to obtain the best connection between the well and the soil formation. The method used was a rotary casing advancer drilling system with continuous threaded casing full depth In the hole and water injection to circulate the cuttings to the surface; no drilling mud was used to advance the boring. This type of drilling method made it difficult to observe a depth to the water levels during the drilling operations. Observation wells were installed in borings 131-1-1, 131-1-2, SH-3, SH4, and SH-7 to allow depth measurements of the static water levels. The following depths below the ground surface to the water levels were made on the dates shown below. g 1 KWCMMW }srs9 BH-1 18 feet 20 feet BH-2 24 feet 25 feet BH-3 4 feet 8 feet BH-4 13 feet 16 feet BH-7 22 feet 23 feet Based on these measurements, the water level appears to be fairly shallow. From past construction excavations at the site, there is also a history of perched water existing at the site. Additional information on groundwater and the hydrogeological setting of the Tualatin Valley, inchoding past groundwater wells, is contained in Appendix A. LABORATORY TESTS ' General The samples that were obtained during the field explorations were tested by Squier Associates under subcontract to Hart Crowser. The physical characteristics of the samples were noted and the field classifications were modified where necessary. During the course of the examination, representative samples were selected for further testing. Deacriptlon of Teats The testing program on the soil samples included standard classification tests, which consisted of visual examination, and where applicable, moisture contents, Atterberg limits, unit weight measurements, and grain-size analyses. In addition to the classification tests, direct shear, consolidation and unconfined compressive strength tests were conducted on selected samples. Further details of the laboratory tests are presented in the following paragraphs. Table D1 in Appendix D, summarizes the results of the lab testing program completed for this project. Details of each test induding test plots as appropriate are also presented in Appendix D on Figures D1 through D19. Unless noted otherwise, all test procedures followed applicable ASTM standards. • Hat Crows p~ 14 0739 }Y~.M s Mail~risi ClaailHCatiot. The visual dauifications< ri~ade iri ttie W, were checked and modiNed as'n+ecesww,, y performing vhiial'daissiAcatlons to the laboratory In accordance with ASTM D2488 and performing laboratory identification in accordance with ASTM D2487, Osshkadon o(Soils for EngineerrngPugwe& Results of the material descriptions are presented on the boring logs In Appendix B providing both physical descriptions and USCS group symbols. In addition, to the degree possible, the graphic depictions of the soils presented on the boring logs depict the major and minor constituents of the various soil types encountered. The terminology used In the siA classifications and other modifiers (as shown on the boring logs and laboratory data sheets) are defined in Table 61 in Appendix B. Further details of the field and laboratory sample, classifications are presented in the Laboratory testing section of this report. Laboratory tests performed are: Moiisdrre Contents. Natural moisture content determinations were made on ' s all samples of the fineirained soils (i.e. silts, days, and silty sands). The natural moisture content is defined as the ratio of the weight of water to dry weight of soil, expressed as a percentage. The results of the moisture content determinations are also presented on the logs of the borings, shown in Appendix B. Test details are presented on Figures Dl through D4. ' Mechanical Grain-Size Analyses. Mechanical grain-size analyses (wet sieve) were conducted on selected soil samples to determine their grain-size distribution. Soil classifications using the grain-size analyses are based on the portion of the sample passing the 34nch sieve. Bulk samples were air dried ' prior to mechanical grain-size analysis. The material finer than 34nch size was screened using U.S. Standard Sieve screens. The results of the mechanical grain-size analyses are presented on the grain-size distribution curves, Figures D5 through D11. ' Atterberg Limits. Atterberg limits were determined on selected samples for . the purpose of classifying soils into various groups for correlation. The results of the Atterberg limits tests, which included liquid and plastic limits, are plotted ' on the Plasticity Chart on Figure D12. Unit Weight. The unit weights, or densities, of undisturbed Shelby tube samples taken at the bottom of the tube were determined in the laboratory. First the dimensions of selected cylindrical samples were measured, the samples weighed, and the wet unit weights calculated Then, after oven drying the moisture contents of the samples were determined and the dry unit , lime C OWW Es739 ' o !vr, fstv`' t^9rv ur r7 y c: T i s ;i'AIr 1'~' r • yg~iyw,. aM'rw o P* I 'l weights were computed The reiA of the unit weight calculation are presented In Figures Dt3 through D15. Dlred Shear. Drained direct shear tests were performed on relatively undisturbed specimens of fine-grained soil obtained from a Shelby tube sample from a depth of 56 feet in boring 81-1-1 and near a depth of 21 feet in boring 8H-2. The specimens were trimmed Into a %4nch high, 24nch square test block A vertical (normal) load was applied before the sample was inundated with water. The specimen was then permitted to consolidate under the applied normal load. After consolidation, the sample was sheared laterally at a slow, constant strain rate to maintain the sample in a "drained" condition. The strain rate was determined by an evaluation of the observed during- sample consolidation rate. The strain rates used for the sample from 8I-1-1 and BH-2 were 0.00042 and 0.00056 inch per minute, respectively. For each sample tested, the shear stress versus applied normal stress is plotted on Figures D16 and D17. Also, shown is an interpreted failure envelope, which defines an apparent effective cohesion, c', (at zero normal stress) and an effective angle of smearing resistance, # (phi'). Unconfined Compression. An unconfined compression test was performed to evaluate the undralned shear strength of a selected undisturbed soil sample. The test was conducted on a thin walled Shelby tube sample obtained from a depth of 55 feet in boring BH-1. For each test, the cylindrical test specimen was axially loaded to failure as a *quick' test using approximately 0.06 inch per minute (1 percent per minute) strain rate. The results of the unconfined compression test is presented in a plot of axial stress verses axial stain, Figure D1 B. The resulting curve shows the maximum value of stress obtained during the test was about 2 tons per square foot (tsf). Consolidation. The consolidation test was conducted on a thin-walled Shelby tube sample obtained from a depth of 23 feet in boring BH-6. The test specimen'was placed in a one dimensional consolidation test apparatus (fixed ring). Loads were applied,to the specimen and the resulting change in thicimess of the soil sample was monitored with time. Upon completion of primary consolidation the next load increment was applied The results of the consolidation tests are presented on Figure D-19 as a plot of logarithm of stress versus percent strain. The resulting curves show the percent strain that occurred in the test specimen under various magnitudes of applied constant load. The values of recompression index, C. compression index, C~ and preconsolidation pressure, Wc~ obtained from the consolidation tests are tabulated in Table 01. HM Cr MW Paso 12 }3739 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A consolidation test in the upper alluvium material was conducted by Dames and Moore and mentioned in their 1972 report. The values from that test are summarized in Table D1. i 1 ;i 1 ~ = .7=~1kF ' t HwtCAww Nf~~ }579 ti ~ t ~ u ~ • REFERENCES American Society for Testing and Materials (ASTM), 1997. "Soil and Rodc Dimension Stone, Geosynthedcs," Section 4 Construction, Volume 04.08, Philadelphia, PA, 1991. Hart, D.H. and Newcomb, R.C., 1965. "Geology and Ground Water of the Tualatin Valley Oregon," U.S. Geological Survey. Water-Supply Paper 1697, U.S. Government Printing Office, Washington, 1965. Oregon Department of Geology and Mineral Industries (DOGAMI). 1995. 'Relative Earthglai a Hazard Map of the Beaverton Quadrangle, Washington County Oregon,' Geological Map Series GMS•90, State of Oregon, 1995. 1 1 1 Robertson, P.K. and Campanella, R.G., 1983. "interpretadon of Cone Penetration Tests, Part 1: Sand," Canadian Geotechoical lo Vol. 20, No. 4, Nov. 1983, pp. 718-733. Schmertmann, J.H., 1978. "Guidelines for Cone Penetration Test Performance and Design," &e port FHWA TS-78-209. U.S. Department of Transportation, Washington, D.C.,1978, Figure 2, p. 7. ' Uniform Building Code (UBC), 1994. International Conference of Building , Officials, Whittier, CA; and Oregon Structural Specialty Code (Oregon ,Amendments) 1996, State of Oregon, Salem, Oregon. 14 HM CAWAW ~ ' L ` 1 f Y} 5 ` I t~} ^f l Y J. _ al._.._.v..W..r _J,n a.... 3. .a_...eu![1cePa:L. 0 Site Exploration Plan Durham AWWTP - Geotechnical Data Report i~ 1 1 ~ f ~ ~ ...o I! H ! r J ~ rv ~a+tr i II^YV 7k i eatu ~ t aLi M2 (110) r~ OWS Q1111t►aAC - p1WWAIL TOL -7. Ori PH-3 (96) 4 17 6t1(l/: OH-8 (00' r tH-4 (86 l~ ILI stLitori i~/ PH-S (1a). 1 • 1' a rA((,•. 1 . . . NR'.•. + x(74 .i E ~ I 6H-7 4Z) II K,,, iia-~V 4Z NO.S CLANIftit , '0 male ~ote>C Base map prepared from a Durham Facility plan provided by HDR. Bating BH-5 has not been performed Llernd: osw® tsN Existing 1972 Dames and Moore Boring Location and Designation Proposed Structure for Phase 3.9 Depth of Bating in Feet (DWI Is Northeast of 0144.2 and is Off of this Figure) ~ Proposed Structure for Phase 5 W170 Pw Existing Boring Location and besignation PmPosed structure lot Phase 6 Depth of Boring in Feet 94 O Existing Cone Penetration lest Location Future XMAS Depth of Cone Penetration In feel *1-6 (42)4) Hart Crowser Boring Locattor% DeVgnatfun and Depth in Feet P" (97) ® Hart C"nmr Cunt Penetrattun Test Location• Designation and Depth in feet i Il WN I CITY OF DURHAM i U IOU 200 400 Approximate Scale In Feet )-5739 9/98 Figure 2 F`_Li Q'1 91te, L441 Dudtavh. AWTP ;feu e6nicai Oata4~ Report 1 Lu/ rn i;7 r:" ' . y may... r. r.-:=• y / ~ t "lk % f Q y: , • 111 i. • 1` a r lAO' t±'r• : / ij:~ 7 roam r' Y 1r"" d Mile % 9%^ e i ~~ot '•s` S;.I 7U ATIN -OA Mf `f 22 12/3(/` Hergiali.'' 0 ..Also grE Note: Base map prepared from the OSGS 7.5- M1nutP quadrangle of Beavemn. Oregon, photorev 191!4• SCALE 1 : 24 000 1 MILE 1 %2 0 ' 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET CONTOUR INTERVAL 10 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 S. it" X5739 9/'~ ~ o n o V^ o ~ n~o n ~}„~n °o~•. . 'e _~y\,'B} r ~ B~ Q ,q u0"H P 7 ° Teo a, r o o~ (a , n ( 'a„q ^.ot bn !~"d t`''"aCi „ ~c r o' " ~ o-,. ~ n dne, y, <c ~ ~n osa a¢o~ o c;c~g ( ..y~ ~1J ~~g~ ` e ~ gyp' ~y,l .r 3'' ! t~ c: v ti •r Y`I ~x -7^'y' r„'' a i ° F mry5 ; ,4~. '„iOY o=sO ~ } `"k•.. ,^~.,r a to n ~I.r r au^~ :x fi+` N nk, r y i, ~ ;i' S Y, ` ~i ~ efts tir' x ° + , .n,.' S ;,z. Lei ,Shl' w .,t ,.y`. r • - r, J:f5•~j~ D~ L'`ATION Jy WETLAND. WETLA~N h S `a 5 l•1 ~y ~F Vf l } f 'f _ :~Q L k W' eta ~ - 1. .L1 4 1 5 t ~ ' I'1 ra sr ~f 4 • I' +rLl~~~iT S`i ,w,i . 1 R ~ r r r Yxi ,y .z .A~ rt~r 'P t' 4•i~ +t~~ ayki rl F !>'~S'y 'J.+ ' ~'.1 f. \ l~'r1w Fla Y ~ f x s ' 1 t C ~;ta R: ~ rh ~ ~ lh~K X ' T4, Try'' F. iy:F1 ~+Sa.O v f a 1{ u~ d~ a C~ r sat{ N'' 1 + ~'d. ia3,6 ~4 i.,t lh Y ! f e F"rt o k D s ?t`r - _ ` ~ y ,•'E,°~ ~ ~ ` a3e ~ Yh.E~.o~~ A~ m '6,~~,aq ~ a o a orr ~ o`im p, o _ d - yn ~e yt o ~~i' ~ g o ii O n ,o •a P os a ~ o U G .m yw B ~ ~ ~.a1t `.`~s -7. i 1 1 a 1 Unified Sewerage Agency Durham Plant 16580 SW SP Avenue Tigard, OR-97224 Prepared by: Stacy Benjamin & C. Mirth Walker, PWS Fishman Environmental Seivic" Consultants in Ecology and Nafwd Resource Management ' 434 NW 6th Avenue, Suite 304 Portland, OR 97209-3600 November 1998 FES Project 98090 Rd msn Env1wn"Wtd Somk*s • 434„NW'..9x0 Av"w • Portland. OR 87208.3600 O s' . (603) 22" 3'~ SAX )50 !'2244861 ` .l.. :-[1: ' ` 1. .w ~N t1 T p a Y ~o.u .n y 0 a oa Gi' Y!o WETLAND DELINEATION UNIFIED SEWERAGE AGENCY DURHAM WASTEWATER TREATMENT PLANT OUTFALL T2S, R1W, NW & SW 114 SECTION 13 TIGARD, OREGON Prepared for. Bruce Willey and Daria Wightman HDR Engineering, Inc. 10300 SW Greeuburg Road, Suite 500 Portland, OR 97223 and TABLE OF CONTENTS SUMMARY . l i 1 INTRODUCTION AND BACKGROUND INFORMATION 2 1.1 National Wetlands Inventory 2 1.2 Soil Survey 2 ' 1.3 Site Elevation and Topography 3 ' 2 METHODOLOGY ......................................................3 3 SITE CONDITIONS .4 3.1 Wetland .4 3.2 Upland • 4 1 4 CONCLUSION .8 15 REFERENCES .9 6 SITE DATA SHEET 10 APPENDICES is Appendix A: Wedand Determination Data Sheets Appendix B: Site Photographs r ' LIST OF FIGURES FIGURE 1. SITE LOCATION MAP 11 . . FIGURE 2. NATIONAL WETLANDS INVENTORY MAP 12 ' FIGURE 3. SOILS MAP . . 13 FIGURE 4. WETLAND MAP AND SAMPLE PLOT LOCATIONS 14 1 LIST OF TABLES T PLANT TABLE OF THE VEGETATION OF THE DURHAM WASTEWATER TREATMEN OUTFALL .6 1 M Fishman Environmental Services Project 98090 Page i ~f Ord r ==i rr , l ~ ..1:111 ~ 51ZS rJ ,•~.~r+ WETLAND DELINEATION SUMMARY SITE NAME: Durham Wastewater Treatment Plant Outfall SITE LOCATION: East of the Durham Wastewater Treatment Plant located at 16580 SW 85'" Avenue, west of SW Upper Boones Ferry Road, south of SW Durham Road, and north of the Tualatin River in Tigard, Oregon. T2S, R1 W, NW & SW V-s Section 13, Washington County APPLICANT: Unified Sewerage Agency, Durham Wastewater Treatment Plant AGENT: Bruce Willey and Daria Wightman, HDR Engineering, Inc. DATE OF SITE VISITS: October 27 & November 5, 1998 PROJECT STAFF: C. Mirth Walker, Wetlands Program Manager I Stacy Benjamin, Wetland Ecologist FES PROJECT: 98090 ■ SUMMARY The subject site consists of an undeveloped parcel of land located east of the existing Durham Wastewater Treatment Plant at 16580 SW 85' Avenue in a commercial /residential area of Tigard, Oregon. The subject site is located adjacent to the Burlington Northern railroad tracks and Durham City Park. Fanno Creek is located to the east of the site. A very narrow emergent wetland swale was delineated on the site. The wetland delineation was conducted for a treated wastewater outfall sewer line to the Tualatin River in a 12 foot diameter pipe. ' Hydrology of the site is derived from intermittent outfall from the Durham Wastewater Treatment Plant and precipitation. Hydrology indicators observed in the wetland area included soils that were moist at the time of the site visas, oxidized root channels, and drainage patterns. This investigation was conducted late in the growing season, before recharging of wetland hydrology had occurred The site also experiences overland flow from floods of Fanno Creek and the Tualatin River. ' Soils in wetland areas were a very dark gray (1 OYR 311) silty clay loam with yellowish brown (10YR 514) and strong brown (7.5YR 4/6) redoximorphic (redox) concentrations at 10 inches below the surface. The low matrix chroma of I indicates the presence of hydric soils. Soils in upland areas at ' 10 inches below the surface ranged from a very dark gray (IOYR 3/1) to a very dark grayish brown (1 OYR 3/2) to a dark grayish brown (IOYR 4/2) to a dark brown (IOYR 3/3) silt loam, silty clay loam, or clay loam with brown (IOYR 513 & 7.5 YR 4/4), strong brown (7.5YR 4/6), yellowish ' brown (I OYR 514 & 5/6), light yellowish brown (1 OYR 614), and brownish yellow (1 OYR 6/6) redox Fishman Environmental Services Project 98090 Page 1 Durham Wastewater Treatment Plant WWI Wetland Delineation November 17,1998 concentrations. The high soil chroma of 3 indicates the presence of non hydric soils. Some upland areas that displayed indicators ofhydric soils were determined to be relic and not reflective ofcurrent conditions. Dominant vegetation " in the emergent wetland swale is reed canarygrass. Upland areas are dominated by tall fescue, colonial bentgrass, hedgehog dogtail, common velvetgrass, and trailing blackberry, with smaller amounts of queenAnne`s lace, oxeye daisy, and self-heal. t The wetland boundary was determined based on changes in vegetation and topography. Wetlands were flagged in the field for surveying by David Evans and Associates. Wetland determination data sheets are included in Appendix A of this report. Photographs of the site are included in Appendix B. 1 INTRODUCTION AND BACKGROUND INFORMATION At the request of Bruce Willey and Daria Wightman, of HDR Engineering, Inc., for the Unified Sewerage Agency (USA) Fishman Environmental Services (FES) conducted a wetland delineation of the wetlands along the proposed treated wastewater outfall alignment. The outfall alignment consists of an undeveloped parcel of land immediately east of the Durham Wastewater Treatment Plant located at 16580 SW 85'' Avenue in Tigard, Oregon (Figure 1). 1.1 National Wetlands Inventory No Wetlands are mapped on the site on the Beaverton, Oregon National Wetlands Inventory (NWI) map (Figure 2). Fanno Creek is mapped as a palustrine, broad-leaved deciduous forested, saturated semipermanently/seasonally saturated wetland. The Tualatin River is mapped as riverine, lower perennial, open water, intermittently exposed/permanent. 1.2 Soil Survey Soils were mapped on the site by the USDA Soil Conservation Service in the Soil SWVey of Washington County, Oregon (USDA SCS 1982; Figure 3). The northern portion of the site is mapped as the moderately well drained McBee silty clay loam (30) which formed in alluvium on flood plains and the well drained Hillsboro loam (21C) which formed in mixed, silty and loamy, old alluvium on terraces. Soils in the southern portion of the site are mapped as the poorly drained Wapato silty clay loam (43) which formed in recent alluvium on flood plains. The Wapato soil is listed as a hydric soil on the Hydric Soils in Washington County Area, Oregon list (USDA SCS,1989). McBee soils may have inclusions of hydric Cove and Wapato soils. Fishman Environmental Services Project 99090 Page 2 r 1 1 1 t 1 1 t 1 . 1.3 Site Elevation and Topography Durham Wastewater Treatment Plant Outfall Wetland Delineation November 17, 1998 6 The site is level with and elevation of approximately 140 feet (USGS,1961). The topography slopes gradually downward toward Fanno Creek to the east of the site. 2 METHODOLOGY The methods for determining the presence of wetlands and delineating wetland boundaries follow the routine methodology of theArmy Corps ofEngineers Wetlands Delineation Manual (Environmental Laboratory, 1987) used by both the Corps and the Oregon Division of State Lands. Field work was conducted October 27A November 5,1998. The approximately 30 foot wide sewer line construction alignment was walked, and soils, vegetation, and indicators of hydrology were observed at 8 sample plot locations to document site conditions. The sample plots were marked with red wire whip flags and red flagging. The wetland boundary was marked with pink wire whip flags and pink and orange "wetland boundary" flagging tied to vegetation for surveying by David Evans and Associates. Wetland determination data sheets are included in Appendix A of this report. Sample plot locations and the wetland boundary are shown in Figure 4. Photographs of the site are shown in Appendix B. Reference material used in this study included Reed's National List of Plant Species that Occur in Wetlands. Northwest (Region 9) and the 1993 Supplement to this list, where the indicator status of wetland plants are listed. These indicators include: OBL Obligate wetland (almost always occur in wetlands) FACW Facultative Wetland (usually occur in wetlands) FAG Facultative (equally likely to occur in wetlands or non-wetlands) FACU Facultative Upland (usually occur in non-wetlands) UPL, NOL Upland, Not Listed (almost always occur in non-wetlands) M No Indicator (insufficient information available or plant is widely tolerant) Plant taxonomy follows Hitchcock and Cronquist (1973) and synonymy follows Reed (1988); synonymy is shown in [single square brackets]. Taxonomy ofsome species has recently been changed (Kartesz 1994) and the new nomenclature is gradually working its way into common usage; the new name changes are shown in f f double square brackets]]. Fishman Environmental Services Project 98490 Page 3 Durham Wastewater Treatment Plant Outfall Wetland Delineation November 17,1998 Soils were described with standardized color chips (Mansell Soil Color Chants, Kollmorgen Corporation, 1990 revised edition) of hue, value, and chroma and by texture (sand, silt, clay, loam, muck, peat, etc.). Other materials used in this study are included in the Reference section. 3 SITE CONDITIONS The site is located east of the Durham Wastewater Treatment Plant and Burlington Northern railroad tracks. Several stormwater outfalls are located along the site; however, most ofthese do not currently discharge stormwater (pers. comm., Debra Gorman, USA). The portion of the site within the sewer construction alignment is vegetated with tall fescue, colonial bentgrass, hedgehog dogtail, common velvetgrass, areas of reed canarygrass, numerous weedy species, scattered trailing blackberry and Himalayan blackberry, and a few ornamental hawthorn and western crabapple shrubs. To the east of the site, the topography slopes downward toward an upland riparian forest upslope of Fanno Creek. 3.1 Wetland A narrow emergent wetland swale was delineated on the site. The swale is approximately 10 feet wide with 3 foot banks and is located east of a culvert under the railroad tracks across from the former John Thomas Dairy (property now owned by USA). Wetland vegetation is dominated by reed canarygrass. Wetland soils were a very dark grayish brown (1 OYR 312) silty clay loam with dark yellowish brown (1 OYR 414 dt 4/6) redox concentrations and oxidized root channels to 6 inches. A I inch layer of gravels and plant debris was present from 6 to 7 inches. Below 7 inches soils became a very dark gray (IOYR 3/1) silty clay loam with yellowish brown (10YR 514) and strong brown (7.5YR 4/6) redox concentrations, concretions, and oxidized root channels. Soils were moist to 14 inches, and drainage patterns were visible within the swale. This area was determined to be wetland based on a predominance of hydrophytic vegetation, soil chroma, and hydrology indicators (oxidized rhizospheres and wetland drainage pattern). The wetland boundary was determined by changes in vegetation and topography. The swale trends downward to the east towards Fanno Creek. The culvert under the railroad tracks drains floodwaters from the former John Thomas Dairy site. 3.2 Upland Upland vegetation adjacent to the top of the swale bank was sampled at Plot 3. Vegetation is dominated by tall fescue and common velvetgrass with a small amount ofoxeye. daisy. Trace amounts of timothy, English plantain, queen Anne's lace, teasel, reed canarygrass, and western crabapple were also present. Soils were a very dark grayish brown (IOYR 312) silty clay loam with very dark gray (10YR 3/1), light yellowish brown (10YR 6/4), and dark yellowish brown (10YR 414) redox concentrations to 11 inches. Soils were moist to 6 inches and dry from 6 to I I inches. Although • Fishman Environmental Services Project 98090 Page 4 1 Durham Wastewater Treatment Plant Outfall Wetland Delineation November 17,1998 indicators of hydric soils were present at Plot 3, this area was determined to be non-wetland based on a lack of a predominance of hydrophytic vegetation and no hydrology indicators. A small area with cracked surface soils was sampled at Plot 1. Vegetation was dominated by tall . fescue, colonial bentgrass, and water foxtail with common velvetgrass and self-heal as subdominants. Trace amounts of timothy, queen Anne's lace, tatweed, slender nish, oxeye daisy, creeping buttercup, hedgehog dogtail, crane's-bill, and cudweed were also present. Soils were a dark brown (10YR 3/3) silt loam with dark yellowish brown (10YR 4/4), light yellowish brown (10YR 6/4), and brown (7.5YR4/4) redox concentrations to 8 inches. Soils were slightly moist. Plot 1 was determined to be non-wetland based on high soil chroma of 3. Plot 4 was located north of the mowed field in an area dominated by colonial bentgrass. Soils were a very dark grayish brown (10YR 312) silty clay loam with gravels and charcoal and were disturbed, probably due to the adjacent existing sewer line construction. Soils were moist only and had no indicators of hydrology. This plot was determined to be upland. An area of reed canarY s>with small amounts of Canada thistle and trailing blackberry and a large S'~ patch of teasel, in the northern portion of the alignment was determined to be upland (Plots 5 and 6). Soils at Plot 5 were a dark brown (IOYR 313) silt loam to 8 inches. From 8 to 12 inches soils were a very dark gray (1 OYR 3/1) clay loam with yellowish brown (IOYR 516) redox concentrations and sand deposits. Soils were slightly moist to 12 inches. Although hydrophytic vegetation and soils with hydric indicators were present in this area, it was determined to be upland; the soils are disturbed from previous sewer line construction, and the presence of reed canaiygrass and teasel appears to be indicative of disturbance rather than wetlands. The soils observed in this area are typical of floodplain • soils and the proximity to Fanno Creek results in occasional flooding of this area. East of the reed canarygrass area, an upland riparian forest is present which slopes downward toward Fanno Creek The presence of an upland forest closer to Fanno Creek and at a lower elevation is supporting evidence that the reed canarygrass area is non-wetland. The upland forest located downslope of Plots 5 and 6 was dominated by Oregon ash, wester crabapple, ornamental hawthorn, and Pacific blackberry. Soils were a dark brown (10YR 3/3) sandy silt loam with concretions to 6 inches. A yellowish brown (10YR 5/4) cemented sand layer was present from 6 to 8 inches. From 8 to 11 inches, several layers of light gray (2.5Y 7/2) and very pale brown (10YR 7/3) silt were present. Soils were dry throughout. The treated wastewater outfall alignment is located west of the riparian forest along Fanno Creek and will avoid impacts to forested areas. ' A shrubby area east of the wastewater treatment plant buildings was sampled at Plot 7. Vegetation was dominated by tall fescue, Queen Anne's lace, oxeye daisy, and common velvetgrass. Small amounts of aster, soft rush, slender rush, Canada thistle, and common thistle were also present. Fishman Environmental Services Project 98090 Page 5 i a... w?'~rwY Oil Durham Wastewater Treatment Plant Outfall y • 1 Wetland Delineation November 17,1998 1 Nearby shrubs included ornamental hawthorn, western crabapple, Scot's broom, and Pacific blackberry. Soils were a dark brown (1 OYR 313) silt loam to 6 inches. From 6 to 11 inches, soils were a dark grayish brown (l OYR 4/2) silt loam with yellowish brown (1 OYR 5/4), light yellowish brown (IOYR 6/4), and brownish yellow (IOYR 6/6) redox concentrations. Soils were dry throughout. In the northernmost portion of the alignment, a forested area is present east ofa fill slope and west of the railroad tracks in the vicinity of outfall "B". Plot 8 was located in a this slightly depressional forested area between the toe of slope and a cyc lone fence. Vegetation was dominated by English ivy, red-osier dogwood, and Oregon ash. Small amounts of Pacific blackberry, Himalayan blackberry, and beaked hazelnut were also present. Soils were a dark brown (I OYR 3/3) sandy silt loam to 4 inches. From 4 to 14 inches, soils were a brown (I OYR 4/3) sandy silt loam. Soils were moist to 14 inches. The area is upland. Vegetation noted on the site is listed in the table below. WETLAND TABLE OF THE VEGETATION OF THE DURHAM WASTEWATER TREATMENT PLANT OUTFALL Common Name r..i..t,..c Name ! Indicator Status reed canarygrass Phalaris arundinacea FACW UPLAND colonial bentgrass Agrostis tenuis [[capillaris]] FAC water foxtail (trace) Alopecurus geniculatus OBL aster Aster species - sedge Carex species - oxeye daisy Chrysanthemum leucanthemum NOL [[Leucanthemum 'vulgare]] Canada thistle Cirsium arvense FACU+ common thistle Cirsium vulgare FACU ornamental hawthorn Crataegus monogyna FACU+ hedgehog dogtail Cynosurus echinatus NOL Fishman Environmental Services Project 98090 Page 6 1 Durham Wastewater Treatment Plant Outfall Wetland Delineation November 17 1998 , TABLE OF THE VEGETATION OF THE DURHAM WASTEWATER TREATMENT PLANT OUTFALL Common Name Scientific Name Indicator Status Scot's broom Cytisus scoparius NOL ' Queen Anne's lace Daucus carota NOL t orchard grass Dactylis glomerata FACU teasel Dipsacus sylvestris ((fullosum ssp. FAC sylvestris)j tall fescue Festuca arundinacea FAC- Oregon ash Fraxinus ladfolia FACW crane's-bill Geranium species FAC/FACU+INOL cudweed Gnaphalium species - l l s common ve vetgrass Holcus anatu FAC spotted cats-ear Hypochaeris radicata FACU soft rush (trace) Juncus of ffusus FACW spreading rush (trace) Juncus patens FACW slender rush (trace) Juncus tenuis FACW- lotus ' Lotus species - 1 tarweed d Madia species FACU+INOL ree canarygrass Phalaris arundinacea FACW ' timothy Phleum pratense FAC- English plantain Plantago lanceolata FAC self-heal Prunella vulgaris FACU+ western crabapple Pyrus (Malusj fusca FACW creeping buttercup Ranunculus repens FACW Fishman Environmental Services Project 98090 Page 7 1 Durham Wastewater Treatment Plant Outfall Wetland Delineation November 17, ' ' TABLE OF THE VEGETATION OF THE DURHAM WASTEWATER TREATMENT PLANT OUTFALL ' Common Name Scientific Name Indicator Status cascara Rhamnus purshiana FAC- Nootka rose Rosa nutkana FAC Himalayan blackberry Rubus discolor FACU evergreen blackberry Rubus laciniatus FACU+ Pacifi; blackberry Rubus ursinus FACU if i ll T - clover es r um spec o 4 CONCLUSION A very narrow emergent wetland swale was delineated on the site in the proposed treated wastewater outfall alignment. The wetland boundary was determined by changes in vegetation and topography. The wetland boundary and sample plot locations are shown on Figure 4. The remainder ofthe outfall alignment is upland, with disturbed gravelly soils. The treated wastewater outfall alignment is located west of the riparian forest along Fanno Creek and will avoid impacts to forested areas. Only riparian vegetation is present along the Tualatin River at the proposed outfall location. V The services provided under this contract as described in this report include professional opinions and judgements based on data collected. These services have been provided according to generally accepted practices of the environmental profession. Wetland boundary delineation is an inexact science, and different individuals may disagree on exact boundaries. The boundaries drawn in this report represent our best professional judgement after examination of the site conditions and background information. This wetland delineation must be confirmed by the Oregon Division of State Lands and the U.S. Army Corps of Engineers prior to site development. ' Report prepared by: Report reviewed by: ruft R ~%F?8'4 r C. Stacy N. Benjamin Wetland Ecologist 0 Fishman Environmental Services C. Mirth Walker, PWS Wetlands Program Manager Project 98090 Page 8 1 n o 'o e o Oen .O o a ~o-. Y° a+a' f.A'- 'ia ' n W. fi . m W~Tra n Ngyemi er t7,1'998 5 REFERENCES Environmental Laboratory, 1987. Corps of Engineers Wetlands Del*ation Manual, Technical Report Y-87-1. U.S. Army Engineer Waterways Miss. Experiment Station, Vicksburg, Hitchcock, C.L. and A. Cronquist,1973. Flora of the Pacfflc Northwest. University of Washington ' Press, Seattle. I. y Kartm LT., 1994. A Sy nogmi=ed Checklist of the Vascular Flora of the united States, Canada and Greenland Volume l -Checklist and Volume 2-Aesaiurus, Second Edition. In association with Biota of North American Program of the North Carolina Botanical Gardeis. Timber Press, Portland. Kollmorgen Instrument Corporation, 1990 revised edition. Mansell Soil.Color Charts. Baltimore. ' Reed, P.B., Jr.,1988. National List ofPlant Species that Occur in Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report No. 88 (26.9). Reed, P.B., Jr., et al., 1993. Supplement to List of Plant Species That Occur in Wetlands: Northwest (Region 9). USDA SCS, 1982. Soil Survey of Washington County, Oregon. United States Department of Agriculture, Soil Conservation Service in cooperation with Oregon Agricultural Experiment ' Station. USDA SCS, 1989. Hydric Soils in Washington County Area, Oregon. USDI Fish and Wildlife Service, no date. Beaverton, Oregon, National Wetlands Inventory map.. 1:58,000 CK 8181 USGS,1961, photorevised 1984. Beaverton, Oregon 7.5'topographic-quadnuWe. Fishman Environmental Services Project 98090 Page 9 ` ~ a " (~i: ~ rr . a S n11. cY`~i-'> c ca nv ns 3 °~r` ~ ~'..,6'*`a'Oa 0'.7 7 .1 Y v. Pm Dutbw W-astewater Tr .Plant 0utfa~ll Wetted _I eliwa Wn November 17,1998 6 SITE DATA SHEET Project Name: Durham Wastewater Treatment Plant Outfall Project Number- 98090 Staff: C. Mirth Walker & Stacy Benjamin Site Visits: October 27 & November 5, 1998 Applicant:. Unified Sewerage Agency, Durham Wastewater Treatment Plant 16580 SW 85a Avenue Tigard, OR 97224 (503) 6844600 Agent: Bruce Willey and Daria Wightman HDR Engineering, Inc. 10300 SW Greenburg Road, Suite 500 Portland, OR 97223 (503) 768-3700 fax 768-3737 Location: East of the Dunham Wastewater Treatment Plant located at 16580 SW 85a Avenue, west of SW Upper Boones Ferry Road, south of SW Durham Road, and north of the Tualatin River in Tigard, Oregon.- County: Washington Quadrangle: Beaverton, Oregon Adjacent Stream: FWo Creek is located to the east of the site, the Tualatin River is located to the south of the site. Topography: The site topography is level with an elevation of 140 feet. Soils: (21C) Hillsboro loam, (30) McBee silty clay, loam (hydric Cove & Wapato inclusions), (43) Wapato silty clay loam (hydric) Vegetation: Reed canarygram wetland, with tali fescue, colonial bentgrass, hedgehog dogtail, common velvetgrass, and trailing blackberry upland. T/R/S: T2S / R1W / Section 13, NW &'SW Proposed use: Treated wastewater oudhIl Present use: Undeveloped Past use: Same Surrounding areas: Commercial, residential, undeveloped Determination: A very narrow emergent wetland swale delineated within the proposed treated wastewater outfall alignment. Swale is connected underneath the RR tracks to the old dairy property to the west, and appears to drain to Fanno Creek. Swale is dominated by reed canarygrass and was dry during our site reconnaissance (moist soils were present). 4 ° 0 n cP o a0 'bo O p ~ p d, c ..c~e c ~ n is +t: i Ai t LEGEND Durham Wastewater Treatment Plant DRAWN: - Wetland Delineation APPROVED: K Vl*w DATE oe r SM LOCATION MAP < - SCALE: ~,...o..r..~.r A.1 s . o GS Beaverton, Orwa T ' is QqQ: Iurca: US QuodkM Wa. i~, ~ d ''f udt~ :I ■i IMEM Durham Wastewater Treatment Plant DRAWN: Wetland Delineation APPROVED: X VIA&a DATE. ock6w `m NATIONAL WETLANDS RiW' RJ MRY MAP SCALE: -LiO - taco wee e~..wid~ t meardommum Figut~ # 2 • USFWS Beaverton; OnWo NM Qwdm2we, 1:S8,OOQ . 8181 -1.0 Womod O O4 p iq ~f ~ o A c 9 ~ IIJJ ..o _ a . t_ , 1/ r1 'xr/r', - v .,~`r~ /,'~x,. •,r`'; \•1'd_+jQ YT ✓ • ~ 7/;~~T: .:Y, a ~.6. Cj. . v 41 / ! , `~~"a..+_ -w~ _ -jjam S'~ .~:i ~.;r ,A/s.-~ • V" i ~,1 `r `r•~•~. shims . ~ •h`•!'G~:•i+e :fF'.:p!'~I%a =~4'~'~~i' :~'Y T"M :01 ~5.••.. I n = .01 n r' r "+p. f,.l~~ ` a 4,,..._, 4~"c~ 11~• .•~~~'Alm ~•ja,~ti f•` Y'v `.'r_.•t,_,. ~,a.~a ~:i +71.'L' 4%f~ u ~~r,'a pri; ~•n v~~' 4F~~ ~:..V f 1'~. r~•~'~T"~ ~ ~ %5. i*~,y Thy Sf\~ •r.!' ~~,~,r.~ .~y~17?a. 1Z`.~ ,:I'v elli +w •1~ -4,u i'.)r. • ,~st~7~, •~'.-..•'-T ~ ~.''~l'~;r: ~ -'%~~ih~-e 9C! ~~,,4{{'j'{ L"~' • v • '_,,;r ~ 1 r t' ~,~•`..T' `~~11~ r~~~' -1\.~'c:i..:. ' t, V tie ,i;~ f' F -~'.~~-~J.., i.~ - pa"" y~.xti._s ' ~ ~i~lt` T . ?'i~ f~ F i .:,-E''r~:. ~~a2f~ `~,-l~''~3 Sri ~ ~-v;..-_._\,.. • -1~~ }c{4 ,I , i~ . ~ A is 1`,, ~(r i `:}ties " 4~f.~, =y`~ } A' . XP t ~ ~ i 1 tea. \ ~ . . j`~' - i, ~ ~ ~ - AFT., •'a '•1 E Not Q "T, ••aft~.•~:''.•,~__cuxA ~}t~1~SE:~- '~4~ s _ T. i •t~W: ~ f~`v~.. -G~.C.~'.`•'~:. - t ' 0~ rte; _ ' ~ • . .fir .its + Z. he ~ Cam. , . . imp, 0 T , M 77 °z - . T - __j; o•Rwt•e ,~:.~o~ a r o . y m+t ° o . . e ~ t , o ° - ; u aO~o 0 0 ~a .7". o - ~ 6 4, 0 0 o N~, o ' . o a o oS r ~ o ~ a „ c ~ ~ o .n gO o .f. ~ h3• a C, n 4~,n~ { ~t ~ ~ oA, a cas ~v,,, s ` a, m ~ ~ J o ~ , ~ 4 .01_2. ~ ~ ~ I~ Un oN ~ ~ 1J, Duittn VVastwit Trt;Rl~nt Outlll ° I imuon ''Noveatbec l 7.' 1998 FIGURE 4. WETLAND MAP AND SAMPLE PLOT LOCATIONS 1 Fishman Environmental Services Project 98090 Page 14 •t e. q'e. n i~ r s m o 1 v ' a o • r ro ~ ~ ~ 0 , ~u ` l 4 D ,0 l.o U '1 11 6 wkxla ":c.ll.3 1 n' a_.lq, yV ~~h n ] l~,o ,-..c 3o q ~p ro 0 b.nY N 6 u r , . I5 f~I R. APPENDICES Appendix A: Wetland Determination Data Sheets ' Appendix B: SitCPhotographs • 1 1 1 1 1 1 1 _7 1 7" s qp' APPENDIX A: N DATA SHEETS WETLAND DETEgMINTATIO 1 1 1 1 1 1 i < diilft rood, _W18i 74M, i 3ect.0 /4) ,ownahip ' plot l.ocation:` 79pograpluc Loca .01 Do normal-enviroamentel conditions exist? IN plain: Are soils vegetation hydrology- significantly disturbed? N Explain: 411 Sao D=Q VEGETATION • % Cover jam, *Dominant Plant Sys % Cover bL Herb Stratum total cover-.-L D ) (5 ft. radius) Shrub/Sapling Stratum (15/9 total cover: 1(Y rad.) Vesizxa --,aAaa»acea a 5 , A l -ft, ? co 4.,.,Nn1 utAS I26,-Z4%A 3 1 a 4. 96, Tret Stratum total cover: (30 ft. radius) & P. - ..~L._ 2. 9. _ 3. ' Remarks: alsa 4caGC C141F, Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-): '2/3 W o ' Hydrophytic Vegetation Criterion Met? Qff~) NO NWI Class 'f SOILS Mapped unit name: LJ + Matches Profile? Ye -Taxonomy: Drainage Class:,j2netU4 c~g;r~t°r~ t Depth 'Horizon Matrix color Mottle Abund. 1ze, Color, on Pores/Peds? Texture, Struct., Other Qnjfoe WV914 a OQC _ sit V. rnalr j Ar~ IQ 3/3 loy -4 a-~ 33 7,31 Sid i Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer f Histic Epipedon Gleyed Organic Streaking Sulfidic Odor Mottled (wr 10") Organic Pan Prob. Aquic Moisture Regime oncretions (w/i 3", >2mm) On Hydric Soils List Remarks:'b1 O 1 ~ ' Hydric Soil Criterion /Indicators Met? YES . i HYDROLOGY Depth of inundation: Depth to free water: Depth to saturation: seeps:' 1 ° Indicators 2° Indicators 2° Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC-Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: ' Drift Lines Other: Sediment Deposits Remarks: Sli 0 re-0i5i_ 0-:6 Drainage Patterns Wetland Hydrology Criterion / Indicators Met? YES DETERMINATION: Is this plot a Wetland? YES DO Comments: . Determined by: t&„ r meL.ft S;hm C Fishman Fnvironmerela! Services rm."7 Project 4: Snot Applicant0wner. Wfla Plot Location' Topographic Location: , • Do normal environmental conditions exist?e Are soils, vegetation hydrology- si . I Township: lt~e~~ ` film N Explain: ' se t.'J X t 4'~'5#rt~Gkafc VEGETATION *Dominant Plant Snecics % Cover IML *Dominant Plant Secs % Cover ]p& Herb Stratum total cover:_~QQ~ (5 ft. radius) Shrub/Sapling Stratum total cover: (Y rad.)' Pi,~1~rrS ~~.enatnatela• IM FACW 1. 2.' 2.- 3. 3. 4. 4. 5. . 5• ' 6 Tree Stratum total cover: (30 ft. radius) 8. 2. 9. 3. Remarks: nAS wA01.0^316fw- Percent of Dominant pecies that are OBI. FACW, or FAC (ex lu ing FAC-):~ I ~ao`lo ' Hydrophytic Vegetation Criterion Met? iE NO NWI Class SOILS Mapped unit name: tojaZaAg Al 2W4 16 2hfw--# Matches Profile? Y& • Taxonomy: Drainage Class: . Depth Horizon Matrix Color Mo a Abund., Size, Color, on Pore0eds? Texture, Strict., Other -G to ~R 3~ c ft,r-wNIQYR 414 A V6 .4ew 012C 5 XL ohao4 L%w L l+ch s♦oas+~C. ■ PLO 3IL r 1 V •J I~L ■ f.trcwee%S +.Fcr o2G f Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor Mottled (wr 10") Organic Pan (wr > 2mm) On Hydric Soils List A 'c ois ktegime acre 'on Prob ; . . . Remarks: DN GGt.✓faP~l H) Soil riterion / Indicators Met. NO HYDROLOGY Depth of inundation: Depth to free water; Depth to saturation: seeps: ' 1 ° Indite 2° Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC-Neutral Test ' Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: Sediment Deposits Remarks: _lnolS+ 0 Drainage Patterns Wetland Hydrology Criterion /indicators Met? ® NO DETERMINATION: Is this plot a Wetland? NO i' . Comments: . s3~ : mod, Fishman Errvironartrtrol ServicesOrv Determined by: uKkUmr . N Explain: nificantly disturbed? W_jT SAND ` TERMINATION DATA SKEET - ' 7 RAWAL 3 Piojee; * Site: County: DIP: Plot. ( ApplicantlOwner: Sect.(1A) Township RangklLj Plot Location:.___ S r opographic Location: " o Do normal environmental conditions exist? N Explain: Are soils___- vegetation- hydrology significantly disturbed? N Explain: Frgwc c& 1 1 1 • 1 t 1 1 1 t VEGETATION *Dominant P1ant'SXcies % ver jBIL *Dominant Plant S ies % ver jam, Herb Stratum total cover:JPO ) (S5ft.rradius) ShrublSaplin Stratum.(% total cover: (S' rod.) __V -EACId 2 11 1 ..I-A4L 2. 3.a , tW&A&_ SQL 3. 4.jAf ~&S ,S.Q• ( 4. b, Tree Stratum total cover: 7._n.•~ucus carrvFa ..J~oL 1 8. 4-C_ FAG 2. 9. _E8aJ 3. Remarks: Percent of Dominant Species that are OBL, FAC or FAC (excluding FAC-):_IJ2 Hydrophytic Vegetation Criterion Met? YES NO SOILS ',dapped unit name: Agaaa 5 . Taxonomy: DHorizon M~t~n.'x Mottle Ab-& gze, IO &4 ' a 1.49 ~Yf~ a 1(30 R. radius) NWI Class r_rsg ~ Matches Profile? Y Drainage Class: - Color; on PoreslPeds? Texture. Struct., Other 3 r~- .na ORG Histasol Reducing Conditions (test) Hi. Organic Cont.. Surf. Layer Histic Epipedon Gteyed Organic Streaking Sulfidic-Odor ~Nlattled (wr .10") -Organic Pan Frob. A is Moisture Regime Concretions (~w`/i"3~"~,~>2~mm) On Hydric Soils List Hydric Soil Criterion /Indicators Metz (LIP NO ' HYDROLOGY Depth of inundation: Depth to free water: Depth to saturation: seeps: 1 ° Indicators 2° Indicators 2°_I~r dicatars Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves $d-Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: Sediment Deposits Remarks: AeU 42m C2 - 11 54- Q « - Drainage Patterns Wetland Hydro ogy Criterion 1 Indicators Met? YES DETERMINATION: Is this plot a Wetland? YES l~ 5uqr- Comments: Determined by: nomit 3~or ILL 'C 3~ ~ Flslumcrr Farvlnanavsnw-Strv[~es;~ W _TLAN. or D TA SHEET P rojec tge: Plot: n P ~Ra' Applicant/owner: Sect.l Townahi ' Plot Location: EMAIL le: opographic Location: i~A 1692? a G IM L Do normal environmental conditions exist? N Explain: Are soils.-,.- vegetation hydrology- significantly disturbed? N Explain-1 T VEGETATION /a Cover IML *Dominant Plant SWjes Herb Stratum total cover: M o ) {5 ft. radius Shrub/Sapling Stratum total cover: -3 5- rad.) 1 O;AA Z 2- ' 2. 3. 3. 4. F=ThA-9ft "ra--nae-480 4. 5. -ar4T5( r 5. 6. Tree Stratum total cover. (30 ft. radius) 7. I • ' 8. 2. 9. 3. Remarks:-Ce-C6s,ia Percent of Dominant Species that are OBL, FACW or FAC (eucluding AC-): _ -59228 Hydrophytic Vegetation Criterion Met? YES . O ~tl4' !i~D~~ NWI Class SOILS Mapped unit name: ee S' Matches Profile? YQ i Taxonomy: e-roJ151 Drainage Class: Mal is ~ e A Depth Horizon Matrix Color Mottle Abund., Size, Color, on Pore ~edj? Texture , Struct., Other l2 L~W-cf se ex.13 SSG , ac;8'M .S Histosol Reducing Conditions (test) Hi. Organic Coot- Surf. Layer Histic Epipedon . Oleyed Organic Streaking Sulfidic Odor Mottled (wr, to") Organic Pan Prob. Aquic Moisture Regime Concretions (wr >2mm) On Hy Soils List f Remarks: JQ~B Hydric Soil Criterion / dicators Met? NO ' HYDROLOGY Depth of inundation: 1 ° Indicators Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns Depth to free water: Depth to saturation: ' seeps: r 2 ° Indicators 2 ° Indicators r*'A& Oxidized Root Channels in upper 12" Local Soil Survey Data Water-stained leaves FAC-Neutral Test Recorded Data Available (aerials, gauge)? Explain: Other: Remarks: 'r Wettand Hydrology Criterion/ Indicators Met? F..S. 7 ON: s Cw. Determined r t a Wetland YES. 4S • m 00- D/ 0 i + n . _ . _ Ftshnran M' "nantal Strvicts aw."? WETLAN. ° ER .f W4kftON'DATA SHERIT TM MAX. . AF Project N: Site: County: :Q Date: Plot: ApplicantlOwner: Sect,(114 ownship Range 1 w1ot Location: o graphic Location: + Po Do normal environmental conditions exist? N Explain: Are soils- vegetation,- hydrology,,-, significantly disturbed?(DExplain:-P(DU _e~,i VEGETATION r ' *Dominant Pla of Spgiea % Coyer huL *Dominant Plant S=ies Yo Cover b/Sapling Stratum (/o total cover.. 16 (5 rad•) er Stratum (/o total cover:JOO ) (5 ft. radius) Sh6tA 15 &A ) 1. Lt(Z in"s .10 1 2. L. 2. trS,u 3.f 4 &4- 3• 4. 4. 5. 1? 5. 6. Tree Stratum (°1o total cover: ) (34 & radius) 8. 2. 9. 3. Remarks:-JQ3-,5 0 _ Percent of Dominant. pecies that are OBL ACW, or FAC (excluding FAC-): t/1 - ¢ Hydrophytic Vegetation Criterion Met? NO ]YW[ Class SOILS Mapped unit name: r"C er- Si loan" Matches Profile? YQ) Taxonomy._J4JA-Jc Pa Drainage Class: r~~• L.,--d r,ea Depth Horizon Maw 3or Mottle Abund~., Size, Color,•on Pores/Peds? Texture, Struct., Other Histosol Reducing Conditions (test) Hi. Organic Coat. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor' Mottled (wr 10") Organic Pan Prob. Aqu-. Moisture Regime Concretions.(w/i 3", >2mm On Hydric Soils List .T ' QU Say t .JJJr Remarks: Hydric Soil Criterion I Indicators Met? NO L6N ,~y~~ l5ft. a¢ HYDROLOGY - ' Depth of inundation: r Depth to free water. Depth to saturation: seeps: 1 ° Indicators 2° indicators 2° Indicators Inundated r-1460xidized Root Channels in upper 12" Local Soil Survey Data ' Saturated in upper 12" Water-stained leaves FAC Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: Sediment Deposits Remarks: Drainage Patterns Wetland Hydrology Cri terion I Indicators Met? YES 6-00 DETERMINATION: Is this plot a Wetland? YES Comments: Determined by: . a-r.,r,,~,~s•+ boft r+ Fishman Errvirorrrwnral Servie s scow, ' ism nw. MINATION' DATA SHEET I THAN U1 ~e~ Date* ` tip Rusgt; Zap Projectlt:0'Site ApplicanUOwner• Plot Location: • opogmphic Location: Do normal environmental conditions exist? Are soils-, vegetation- hydrology MIN Explain: . significantly disturbed?(Explain: an a.S ~r5• r.~b tr.ce ,K' . 492in 50 ~ "Iral.& VEGETATION *Dominant Plant SRMIes % Cover hUL i ° m[ 10L , Herb Stratum No total cover:JOO ) (5 ft. radius) Shrub/Sapling Stratum (Vo total cover: ) (5' rad.) 2. 2. 3. 3. 4. 4. 5. 5. f 6. Tree Stratum total cover: ) (30 R. radius) 7. 1. - 8. 2. 9. 3. Remarks: ' Percent of Dominant Species that are OB CW, or FAC (excluding FAC-):- ~O`70 Hydrophytic Vegetation Criterion Met? NO NWI Class SOILS 3.e S i IhI4 G Matches Profile? Y Mapped unit name: .r at Drainage Class: Cef1 ~r'a reo~ 1'axonom : y U Ai EI 0 Depth Horizon a R olor Mottle Abund., Size, Color, on Pores/Peds? -Texture Struct.,'Other Q 313 m rcc)oX 10 Y Lb) ~D Oct. to YOM cl asi}-S I'LL ~ +c,, r+1,1o S G Histosol Reducing Conditions (test) Histic Epipedon - Gleyed Sulfidic Odor Mottled (wri to Prob. Aqu.c Mois egime Concretions (wr 3", >2mm) Remarks: AAA. ias~wY Hydric Soil Criterion / ndicators Met? ®NO • HYDROLOGY Depth of inundation: 1 ° Indicators Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns Hi. Organic Cont Surf. Layer Organic Streaking Organic Pan On Hydric Soils List Depth to free water. Depth to saturation: seeps: 2° Indicators ° IftWxidized Root Channels in upper 12" Local Soil Survey Data Water-stained leaves FAC-Neutral Test Recorded Data Available (aerials, gauge)? Explain: Other: 1'10 I GAYS Remarks:c- - It Wetland Hydrology Criterion / Indicators Met? YES O J , 1 1 DETERMIN TI N: Is this lot a Wetland? YES O ' Comments: - alp ! ,.at V LA ~n Determined by: Flsfurran Fare nta Servicas m.~T, . 111p R . NATION 47A, XT-- Project Site: Courtty',~ des Dice Plot: . ~ • . mow'. n' . i• u~'. "i•l' '~•-----~~=•~•A~=a_ 'i'~..i. ! err_. lot location? W fic Location: wovw AA 'r" Do normal environmental conditio exist? Explain: Are soils vegetation- hydrology- significantly disturbed? N Explain: ' VEGETATION *Dominant Plant % Cover ]a. 'Dominant Plant S=acs ° Ind. ONO H S tum ( o total cover.) (5 adi Shrub/Sapling Stratuit~ ~o total cover: ~5S. 1 3. 3. 4. 4. S. S. b. Tree Stratum L tal cover: 1(30 ft. radius) 'e h~ow 11D FA 8. 2. 9. 3. C401922& - Remarks: Percent of Dominant Species that are OBL FACW, or FAC (excluding FAC-): Hydrophytic Vegetation Criterion Met? g~ NO NWI Class SOILS Mapped unit name:~•3 Matches Profile? Y N faxonomy: Drarnage Class- Depth Horizon Matrix Co r Mottle Abund., Size, Color, on Pores/Peds? Texture, S OOW -IM 3 - rroo~ ,Ito 14-LI fuclaw t. * 1 - Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor Mottled (wli 10") Organic Pan HYDROLOGY ' Depth of inundation: Depth to flee water: Depth to saturation: seeps: 1 ° Indicators 2 ° Indicators 2 ° Indicators ' Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: Sediment Deposits Remarks: 1 -1 O Drainage Patterns Wetland Hydrology Crites n / Indicators Met? 79~ DETERMINATION: is this plot a Wetland? YES O~ Comments: - }~ctl zr;~'lshntan Eiri►ir irta~l Servfcss Detennin ed by _ . - ___.._._x... t _..,Ls - u v i ? - _ t k, _?..~".E~... ~wv,. ~ Prob. uic oi~t~re Regime Concreti as wr 3", >2mm) On Hydric Soils List Remarks: i vdikt~~ h b 40 ' Hydric Soil Cri 'on /Indicators Met? YES O ' 0 P, Projicct Plot Location: "opographic ion.. Aackw Do normal environmental conditions exist?() N Explain: Are soils vegetation, hydrology- significantly disturbad?Explain: VEGETATION *Dominant % Cover. Herb Stratum total cover-.-L40 ► (S & radius) L. DarACuS r~,reka,. G+~rr.Sr.LS S _uS 4-f r~~ 6. 7. ttd'St M _tr 9 at -rsaas 41- BMW 9. Cjr5i ~fV-% sco ' 4' ' ' ig FAC-): Flo WWI Class *Dominant Plant Spaoes % Cover in& Shrub/Sapling Stratum total cover: ) (S' rad.) L. 2.' ' 3. 4. s. ' Tree Stratum total cover: 1(30 ft. radius) 2. 3. Percent of Dominant Species that are OBL; FAor FAC Hydrophytic Vegetation Criterion Met? YES NO SOILS Mapped unit name: S hub • Taxonomy:-Ld±LC,- ACQ Depth Horizon Matrix Color - o k Matches Profile? Y~ . :~ooiill~5 Drainage Class:. r ~ Mottle Abund., Size, Color, on Pores/Peds? Texture, StrucL, Other -.ba map-A S tL ~,c ►~IS le Iti~R l~l ~ 31L Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor -Y-mottled (wr, 10Organic Pan Prob. A 'c Moi R ime Concretions (wr 3", >2mm) On Hydric Soils List ~Dt S . Remarks: T Hydric Soil Criterion / Indicators Met? Nft NO HYDROLOGY Depth of inundation: Depth to free water: Depth to saturation: seeps: ° 2° Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC-Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: Sediment Deposits Remarks: QJ- I • Drainage Patterns Wetland Hydrol gy Criterion / Indicators Met? YES LJ DETERMINATION; Is thi; plot 8 Wetland? YES 6.O-~ Comments:- Determined by: C ~Sk&QW &Q, r t 1'. 1 1 1 1 Fishman F.nv&iw.nw eta1 Services w,"I Dane: Plot: , Range 1 1 r~ - ~.t n luhn A Uotwhrr, %10- I Nn rrnur Division.of State l.ani~s . 775 Summcr,$trm,t NF Salmi, OR 97:110.1337 (503) 378-3ti(K FAX (503) 3784844 TTY (503) 3784615 July 9, 1997 Mirth Walker Fishman Environmental Services 434 NW 6* Avenue, Suite 304 Portland, OR 97209-3600 1 Re: RECEIVED Jul 0 in? Ans'd........... State Land Board )ohn A. Kitihaber Governor Phil Keisling Secmtary oh Stale Jim Hill Stair Treasurer Wetland Delineation for Cook Park Expansion Project, Tigard T2S R1W S14 TL 1009 (DSL Det. # 97-0276) Dear Minh: ,s • 1 have reviewed your wetland delineation report for the above site and concur with your conclusions. The wetland areas mapped in figure 5 of the report are subject to permit requirements of the state removal-fill law. Permit requirements of section 404 of the Clean Water Act likely apply, as well. The site is currently in agricultural use; much of the pasture area wetlands would be considered "farmed wetland pasture" for Farm Bill purposes. ' Thank you for your report and for taking extra care to collect solid hydrologic data. Sincerely, 1 Janet C. Morlan, PWS Wetlands Program Leader cc: Jim Goudxwaard, Corps of Engineers Bill Parks, DSL Duane Roberts, City of Tigard Planning Department 1 1 %%SA km l "%WedttndfUaeaUettMkook.dW 0 Prepared for: City of Tigard 13125 S.W. Hag Boulevard Tigard, Oregon 97223 1 1 FES Project #%062 Fishman Environmental Services • 434 NW Sixth Avenue . Portland, OR 97209-3800 a (503) 224.0333 • FAX (503) 224.1861 yi ~l. 4. CN." 'To - 5 rS~.. ' i.:,: K._.y;y o .o''., Jecx',.. d:, ..a °.IVaa-+•^t Prepared by: Fisbman Environmental Services Consultants In Ecology and Natural Resource Management 434 NW 6th Avenue, Suite 304 Portland, Oregon 97209-3600 December 1996 ro TABLE OF CONTENTS WETLAND DETERMINATION / DELINEATION SUMMARY . 1 1 INTRODUCTION . . 1 . 2 BACKGROUND INFORMATION . 1 2.1 Topography 1 ' 2.2 Land Use 1 23 National Wetland Inventory 2 2.4 Soil Survey 2 1 3 METHODOLOGY 2 1 ' 4 RESULTS 3 4.1 Site Conditions 3 4.2 Hydrology 3 4.3 Soils 3 4.4 Vegetation. 4 5 WETLAND DETERMINATION I DELINEATION . 4 6 LIMITATIONS ......................i....................................5 7 REFERENCES ............................................................6 SITE DATA .................................................................7 ' APPENDIX ........13 Wetland Determination Data Sheets 1 1 1 1 LIST OF FIGURES FIGURE 1: SITE VICINITY MAP ..............................................8 FIGURE 2: DRAIN TILE LOCATION . . . . . . . . . . . . . . 9 FIGURE 3: NWI MAP ..10 FIGURE 4: SOILS MAP I I FIGURE 5: WETLAND BOUNDARY & SAMPLE PLOT LOCATIONS ............12 Fishman Environmental Services Project #96062 Page i WEMO-66ERMINATION I DELINEATION SUMMARY ' SITE NAME: Cook Park Expansion Project SITE LOCATION: John Thomas Dairy: Tax lots 100 and 1300 in Section 14, 17S, RI W, ' Washington County, north of the Tualatin River, east of Cook Park, and west of the railroad tracks and trestle. Unified SewerageeAgo= Tax lot 1301 CLIENT: City of Tigard ' SITE VISITS: 12/22/95,1/3/96, 6/14/96, and 7/23/96 PROJECT STAFF: Christie Galen, Wetland Scientist ' C. Mirth Walker, Wetlands Program Manager FES PROJECT: # %062 1 INTRODUCTION Fishman Environmental Services (FES) was contracted by the City of Tigard to conduct a,wedand delineation on the 48 acre site for a proposed expansion of Cook Park (Figure 1). The site is located north of the Tualatin River, east of Cook Park, and west of the Burlington Northern-right-of-way in the southeast corner of Tigard, Oregon. The wetland delineation will be used for site planning purposes. 2 BACKGROUND INFORMATION ' 2,1 Topography The north quarter of the site is a terrace that rises about 40 feet above the floodplain and remaining low-lying portions of the site. Elevation of the site ranges from approximately 150 feet above sea level on the terrace to 1 I I feet above sea level on the 100 year floodplain. The south end of the floodplain slopes gradually upward to 118 feet towards the river. ' 2.2 Land Use The project site has been used as pasture for dairy cows for many years. Drain file was installed in the lower elevation pasture approximately 25 years ago to improve drainage and increase pasture ' yield (Figure 2). It failed approximately four years ago (1992), causing increased seasonal ponding (pers. comm. John Thomas). By late June little surface water remains and most of the site is irrigated. Irrigation in transitional wetland areas of the site made delineating the wetland boundary ' problematic. Fishman Environmental Services Project #96062 Page 1 Cook Park Expansion Project Wetland Delineation Report December 19% 23 National Wetland Inventory The U. S. Fish and Wildlife Service National Wetlands Inventory (NWI) Beaverton, Oregon quadrangle map includes one linear wetland feature that extends west off the John Thomas property. It is mapped as PEMIY, palustrine emergent, persistent, saturated I semipermanent I seasonal wetland (Figure 3). Further to the northwest is a large constructed wetland mitigation area including excavated ponds and emergent wetlands. The overflow drainage from the mitigation ponds forms the west boundary of the subject site. 2.4 Soil Survey The U.S. Soil Conservation Service has mapped a variety of soils on the subject site in the Soil Swwy of Washington County Area, Oregon (USDA SCS,1992; Figure 4) including: Chehalis silt loam (map unit 10), Cove clay (map unit 14), Mc Bee silty clay loam (map unit 30), Wapato silty clay loam (map unit 43), and Xerochrepts-Haploxerolls (map unit 46). Cove and Wapato are listed on the Washington County hydric soils list (USDA SCS, 1987). Other mapped soils are listed as containing hydric inclusions: Chehalis and McBee contain Cove andlor Wapato inclusions and Xerochrepts-Haploxerolls contains seep spots and springs. 3 METHODOLOGY The method for delineating wetlands and determining wetland boundaries was based on the routine method of the Army Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987) used by both the Corps and the Oregon Division of State Lands. Soils, vegetation, and indicators of hydrology were observed at 10 sample locations to document wetland / upland boundaries. Six of these sample plots were documented for an earlier delineation of portions of the site for Unified Sewerage Agency (FES 1996). Four additional sample plots were analyzed for this project. The wetland boundary was surveyed by Kmmpe Associates, Inc. and the City of Tigard with assistance from FES staff. Wetland determination data sheets are included in the Appendix of this report. The wetland boundary and sample plot locations are shown in Figure S. Reference material used in this study included Rood's National List of Plant Species that Occur in Wetlands: Northwest (Region 9) and the 1993 Supplement to this list, where the indicator status of wetland plants are listed. These indicators include: OBL Obligate wetland (almost always occur in wetlands) FACW Facultative Wetland (usually occur in wetlands) FAC Facultative (equally likely to occur in wetlands or non-wetlands) FACU Facultative Upland (usually occur in non-wetlands) UPL, NOL Upland or Not Listed (almost always occur in non-wetlands) - NI No Indicator (insufficient information available or plant is widely tolerant) Fishman Environmental Services Project #96062 Page 2 1 ,Z, 1*JIIL ~"h. 45~~ t~ Cook Park Expansion Project Wetland Delineation Report December 1996 1 t Soils are described with standardized color chips (Munsell Soil Color Charts, Kollmorgen Corporation, 1990 revised edition) of hue, value, and chroma and by texture (sand, silt, clay, muck, peat, etc.). Other materials used in this study are listed in the References section. 4 RESULTS 4.1 Site Conditions The project site has been disturbed by years of agricultural practices including manure spreading, overseeding vegetation with pasture grasses (meadow foxtail, Alopecww pratencsis and tall fescue, Festuca arundinacea), and grazing. It was actively grazed by dairy cows during the field survey. The broad floodplain includes seasonal pondings which attracta variety of winter waterfowl such as green-winged teal, American wigeon, and mallard. 4,2 Hydrology The project site includes several hydrologic sources including surface water runoff, precipitation and Tualatin River/Fanno Creek overflow. Surface water runoff from the mitigation site to the west is directed to the central portion of the site where it collects in a large depression area. Shallow water up to approximately 3 feet deep collects in this area and typically dries. out by late June. Water drains east towards Fanno Creek which discharges to the Tualatin River in less than one quarter of a mile. The site rarely has been flooded by the Tualatin River since the dam at Hagg Lake was constructed. However, during the floods of February and December 1996 the entire floodplain was inundated. Hydrology in some portions of the site was difficult to evaluate due to agricultural practices. Visiting the site during December, January, June and July was essential for our delineation. Areas of obvious artificial discharges (ie. dairy barn effluent runoff and sprinkler runoff) on the hillslope were discarded as wetlands. Hydrology of floodplain wetlands might be slightly over-estimated due to irrigation activities and may warrant supplementary investigation once dairy operations cease. Indicators of wetland hydrology in sample plots included free water at approximately 7 inches deep (December), saturated soils, drainage patterns in wetlands, and oxidized root channels. Upland sample plots did not contain oxidized root channels nor other hydrologic indicators. 4.3 Soils Soils in wetland sample plots resembled both Cove and Wapato soils. Plot 1 soils were similar to Cove with a grayish brown matrix (10YR 512) and many medium to coarse black (N 2/0) and strong brown (7.5YR mottles at 8 inches. Wetland plots 3 and 6 more closely resembled Wapato soil Fishman Environmental Services Project #96062 Page 3 1 Cook Park Expansion Project Wetland Delineation Report December 1996 0 with a very dark grayish brown (10YR 3/2) to dark gray (4/1) matrix with common medium dark brown (7.5YR 4/4) mottles (Plot 3), and a very dark gray (1 OYR 3/1) matrix with common coarse dark brown to strong brown mottles (Plots 6,7, 10). The low chromas of 2 and 1 with contrasting mottles within 10 inches of the soil surface indicate hydric soils. Soils in upland sample plots were browner with matrix colors of 10YR 3/3 or 10YR 312 and more closely resembled the McBee silty clay loam. The chroma of 3 is typically an upland soil characteristic. The chroma of 2 could be hydric but mottling and other hydric characteristics generally were not present. 4.4 Vegetation Vegetation in wetland areas was dominated by meadow foxtail (FACW), bentgrass (Agrostis species), Kentucky bluegrass (Poa pratensis, FAC), white clover (Trifoltwn repens, FAQ, and annual bluegrass (Poa annua, FAC) with pockets of tall fescuer(FAC-), soft rush, Juncus-effous (FACW), creeping buttercup, Ranunculus repens (FACW), smartweed, Polygonum species (FACW/OBL), and a small pocket of Oregon ash, Fraxinus ladfolia (FACW) near the railroad tracks. Vegetation in sample plots was dominated by FAC and FACW species and meets the hydrophytic vegetation criterion. Upland vegetation was dominated by Himalayan blackberry, Rubus discolor (FACU) and ornamental hawthorn, Crataegus monogyna (FACU+) near fencelines and tall fescue, perennial ryegrass (LoWn perenne, FACU, and white clover (Trifolium repens, FAQ in the pasture. Other pasture species included Canada thistle (Cirsium arvense, FACU+); tansy ragwort (Senecio jacobaea, FACU), and quack grass (Agrop)ron repens, FAC-). Canada thistle, tansy ragwort, tall fescue and blackberry were particularly useful in demarcating the wetland boundary. 5 WETLAND DETERMINATION / DELINEATION The floodplain and adjacent lowlands on the site were determined to be wetlands due to " characteristic hydrology, soils, and vegetation. The wetland boundary was determined based on changes in hydrology, soils, vegetation and landscape position. The wetland boundary and sample plot locations are shown in Figure 5 (Scale: l inch = 200 feet). The wetland boundary was delineated and surveyed for planning purposes. Since irrigation might influence site hydrology, the wetland boundary might be slightly different once dairy operations cease. At that time a supplementary delineation might help refine the boundary if needed. Fishman Environmental Services Project #96062 Page 4 I Cook Park Expwon Project Wetland Delineation Report December 19% 6 LIMITATIONS The services provided under this contract as described in this report include professional opinions and judgements based on data collected. These services have been provided according to generally accepted practices of the environmental profession. Wetland boundary delineation is an inexact science, and different individuals may disagree on exact boundaries. The boundaries.drawn in this report represent our best professional judgement after examination of site conditions and background information. The wetland boundary must be confirmed by the regulatory agencies prior to site development. This report should be submitted to the Oregon Division of State Lands and the U.S. Army Corps of Engineers for review and confirmation of our findings: ' Report prepared by. Report reviewed by: Christie Galen C. Mirth Walker, PWS Wetland Scientist Wetlands Program Manager 1 LPN Fishman Environmental Services Project !96062 Page 5 Environmental Laboratory, 1987. Corps of Engineers Wetlands Delineation mamw1, Technical .wort Y-87-1. U.S. Army Engineer waterways Experiment Station, Vicksburg, Miss. Fishman Environmental Services, 1996. Wetland Determination and Delineation, 77gard-Tualatin Recycled Wastewater Pipeline Protect. Prepared for Unified Sewerage Agency. FES Project 95111. Hitchcock, C.L. and A. Cronquist,1973. Flora of the Pacific Northwest. University of Washington Press, Seattle. Kollmorgen Instrument Corporation, 1990 and 1994 revised editions. Munsell Soil Color Charts Baltimore. Reed, P.B., Jr., 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report No. 88 (26.9). Reed, P.B., Jr., et al., 1993. Supplement to List of Plant S)Oectes That Occur in Wetlands- Northwest (Region 9). USDA SCS, 1982. Soil Survey of Washington County Area, Oregon. United States Department of Agriculture Soil Conservation Service in cooperation with U.S. Department of the Interior, Bureau of Land Management, and Oregon Agricultural Experiment Station. Sheet 47. USDA SCS, 1987. Hydric Soils in Washington County Area, Oregon. lie USDI Fish and Wildlife Service. Beaverton, Oregon National Wetlands Inventory quadrangle map, CIR 1:58,000,1981. USGS, 1961, photorevised 1984. Beaverton, Oregon 7.5' topographic quadrangle. Fishman Environmental Services Project I964ti2 Page 6 • it ~ ~t..iY_. ~ a - o a s. 5 n , t. `~^m ~ n ~ p 1 1 1 ~ L ~ ~ H1, ~ ~ f .5 ~ ~ N OC (1 C pIn ~ O b a ~7 O C* Rork E4wv a u - ' . ~ Wetlnd~De! . . ' SITE DATA Project Name: Project Number: Staff: Site Visit: Applicant: Owner: Location: Size: Vegetation type: Elevation: Topography: Drainage basin: „ Adjacent waterway: Fooodplain: ' NWI map, desig.: County: Mapped Soils: ' Proposed use: Present use: ' Past use: Surrounding areas: 1 1 Cook Park Expansion Project 96062 C. Mirth Walker, Wetlands Program Manager Christie Galen, Wetland Scientist 12MB5, 6/14/'96, 7123/96 City of Tigard 13125 S.W. Hall Boulevard Tigard, Oregon 97223 (503) 639-4171 John Thomas, City of Tigard Unified Sewerage Agency Tax lots 100, 130.01,1301, & 1302; Section 14,72S, R1 W, Washington County, north of the Tualatin River, east of Cook Park, southwest of the Durham sewage treatment plant, and west of the railroad tracks and trestle. approximately 50 acres grazed graminoids approx. 111 to 117 feet rnsl in floodplain; uplands up to approx. 150 ft. relatively flat in floodplaI ; moderate to moderately steep hi islope to north floodplain drains east towards-Fenno Creek drainage and subsequently to the Tualatin River Fanno Creek, Tualatin River most of the site is within 100 year floodplain Beaverton quadrangle, PEMIY north of river Washington 10 Chehalis,' 14 Cove, 30 McBee, 41 Urban land, $43 Wapato, 46F Xemchrepts-Hapioxerolls public park, potential ball fields, access road pasture same as present use USA treatment plant to northeast, railroad tracks to east, rural residential north and south, park land west, Tualatin River to south. IP Fishman Environmental Services Project 1196062 , W NOW" ri r, i • fit. . *M lWa- of.: ~0 1 TU ATIN ' ~ ~ Cam. 11 -ra + fG r~- 22 mat i - - ' X23 ilo / ~ _ .jam • .00 z AP- LEGEND ~ cook m DVAWN: S.1.f~..+. Wadwd APPS C.Oii DAM a.■rr. S~'B ' - sow=: usm Des.a=. Otesm w.n*rCQWbowI 1 19 a T IC o ..8 F. -77 • 4 ~ t ~+d s ~n rr loo-s /yon - ~ y Inc L LEGEND ~ . Cook Park Expansion S. swimb Wetland Delineation VED: C.Gdm , Te: D.a.br t9li, DRAIN THE LOCATION Source: USDA SCS Conurvadon PLo Map t t~~0 a - Pboto N DW2DD-24 19W _ Fgm 0 2 PRIM-murojedf 96062 • _i a n o 00 ~ ~ .o G o a o p n o0 6 r fr7 ° u v " •+o ~ - vvm, b c ' ~ G „ ~ 6 7-ti Oy=2 ~ r+t+6i,. oz"n 8 `~yaU~„ • ~ ~ ~ ,.erg. ~ ^ ~ . ;.a ~ ~ ~ a .c 4 a c ~ ~'x~l •Y'~~1 ,T ffi~ k il'a~~q° - 4, ,~8 ° ~~~°o''~~ ~ cn1 ti~ ~ ~ L~c,,i r ~ r~. ~.7 i ~i~"'Bti r^y: ~t_Y~j p 'P^ U~"~ ~o oGh • - , .r .r, _ „ a~'`:~ tr' , ~,i~ ~ ~4. r3~!,....,~,y' ~ ~ U~ro ~ c. o i.,~,~'a ~1 `h 1 W 4. wry'! 1 % 40 PO. KLM ! ~A ,r _ . } R?Ow,~ A E S~ 14 I 1 Ny. 4+ IL ! 1 /A r WKZ, 1.. PF Y . "W , If EMEKY, A. 14, 1,1. _ . 11 j _r1. .h _ . ~ • - - I'll ~w Y_~• ~ 1-1. •I ~f PA54Z r--POWKZ^ PE04W ENrc _ ONR(i>R PssIY' ' M Y I PEMIYR PF PEk~ItiV GKAY :f - 1 Y ~ pnl T tu~ :ate p p1Y .!AEkHW' PEaMIY POWZ . PEAY /EI YA.' P"z 1 PFOIY-~PE~+IIY EM v OMIY t_ 1 Jt PEMIY~ J = ~F . ~ 1 LEGEND w Cook Park Expansion DRAW S. bw#pk _ Wetland Delineation APMV'BD: C. (Mm 1 '_k DATE: DWAMbBr 1 MWMAp USPWS Baverma, Orgm SCAM lbd'm NaoomW WdI ma Inventory •••rl•~••••a.• • F!sm 13 R q 1 5 LEGEND ~ ti ti l Cove ` C ddaa si[. (hi ioclulions) Cook Park WK, s. Wedand Dew on 30 - McBee SLCL (hhyd)ric inclusions) : C. Cm. 43 - Wapuo SiCL (hydric) Dmon6 r Hof 46F - XaockWb and Hapk aeroUs (seeps & R rime) , ~•1.~► SDIU MAP SCS SoU Surrey 4 Source: t3DA 19R2~ . l OrOM SW 47 96062, pow G s1 v - 77 9 o ' ~ ~ 'u o~ o ❑ 4: poa o o ~ao 0 o c o ~ ~ ` ~ ( ~ mo ~ ~ 04 try ~ 4 Y , I . _ 1 „1- APPENDIX Wetland Determination Data Sheets 1 1 1 1 r 1 , v!F CI 1 Fishman Environmental Services Project #96062 Page I3 F, ,.z ;E Ir o 1 old T~ 1 1 1 1 Circumstances. vegetation VEGETATION *Dominant Plant S Mies % ve Id *Dominant Plant Swim Cover Herb Stratum - 96 total cover: Shrub/Sapling Stratum - % total, cover: Alm, A-0- .40 1. 1. 2. 2. 3.PAAAM r2 ++a 7-0_ Fes! 3. 4. 4. 5. 6. Tree Stratum - 96 total cover: 7. 1. 8. 2. 9. 3. gle. Remarks: 'UCCA (LeU I Of d 4~Jlw Gus, Ga , Percent of ominant Spec es that OBL FACW, or FAC (excluding FAC-): 3 = 100 ~b Hydrophytic Vegetati n C 'tenon Met? NO NWI Class a fhA . Solis 'I U Mapped unit name: me gP, Q, (e4&Zh pA Matches Profile?(DN te r. axonomy: Drainage Class: ~aD4 B~ r Depth ~t Horizon M~a~triCot r Mottle Abund.; Size, Color, n Po /Pods? Texture, Struct. ,Other A,lJ X52 D~Y~z 0PX, --?,AAArj bi ' ' " l ~DY Z - z +.SY25lg~L C ORS Histosol Reducing Conditions (test) -Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfrdic Odor ,Mottled (w/i 10") - 'Organic Pan Prob. Aquic Moisture Regime Concretions (w/i 3", > 2mm) On Hydric Soils List Remarks: Hydric Soil Criterion / Indicators Met? YES NO HYDROLOGY De th of inundation: 1i D th t f t p " ep o ree wa er:. Depth to saturation: ' 1° IQdicat=s ZLIndimtors JL&dicatag Inundated -YOxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC-Neutral Test ' Water Marks Recorded Data Available (aerials, gauge) ? - Explain: Drift Lines Other: Sediment Deposits Remarks: Drainage Patterns Wetland Hydrology Criterion / Indicators Met? ~&S NO DETERMB TION: Is this plot a Wedand9 NO Commenas:A06- ~#-3 r-Plot@ Determined by: + FWwaan Envfronmaud SErvttes _..Jd..- .1_ a_ ~ Y..-.............~.x.u'L -....__.._JL_~lu~wFY v~ ~ ~ ~.....L...,.r..:=u.z..J~~~~-w'-..~;A1 :...'F •`~o~~.Y~ a Plot, !outran; " bpogr*k Location: Do Normal Crcum exist Are soils vegetation bj VEGETATION -1 1 Sax. 'cam R 3tw/ City 'T site? Y NExplain; Y_ significantly dkaurbed? N Explain: •Dominant Plant Emig fiver Ir , mgmi ant Plan S~ a Q= JUL Herb Stratum % total co : 1. Cep L- Shrub/Sapling Stratum - 96 total.cover: I- 2. . av 2• 3. VLLLj9e f J-r ? 3. T 4. 4• S. 5. 6, t Time Stratum - % total cover: 7. 1• 8. 2. 9. 3. Remarks: Percent of Dominant Species that are OBL, FACW or PAC (excluding FAC-): D j Hydrophytic Vegetation Criterion Met? YES 0 N1WI Class SO" Mapped unit name: 41 W R B,A N LAND Matches Profile? Y `axonoix Drainage Class: ~f e 1 Depth Horizon Matrix Color Mottle Abund., Size, Color, on Pores/Pods? Texture, Struct., Other Jam, -Ala_ t 1 3 2 M ~ 1C SL C.L ~~~t ~wr~P~im►.5 3 - Smr~ Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking. Sulfidic Odor Mottled (w/i 100) Organic Pan Prob. Aquic Moisture Regime Concretions (w/i 3% > 2mm) On Hydric Soils List Remarks: Hydric Soil Criterion / Indicators Met? YES HYDROLOGY Depth of inundation: 1.* Indicators Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits _,_.Drainage Patterns wig 1WZ1gd 14o2t1t7 Depth to free water: Depth to saturation: r Jndicators 2° Indicators Oxidized Root Channels in upper 12' Local Soil Survey Data Water-stained leaves FAC-Neutral Test Recorded Data Available (aerials, gauge) ? - Explain: Other: Remarks: Wetland Hydrology Criterion / Indicators Met? YES LO ~1~TERMINATION: Is this plot a Wetland? YES NO Comments: Determined by: ~ (XG 1 11 i N/1'I10N' I)ATA. ;SHEET = 11 k4tANi1a1L 1 . WETLAND jc~t Rn N• Site: County: State' Date .'t ' Plot • Sect. I 25 R' A :City: .kpplicant/Owner: ~ . _ re55 Plot' Location: fan opographic Location: - 14~~- Do Normal Circumstance7exi~s,~to'nnthe site? Y N 'Explain: ' Arc soils vegetation, hydrology significantly disturbed? N Explain: CPM VEGETATION ' *Dominant Plant necies % ve Ind, *Dominant Plant Species IL Co ve Ind. Herb Stratum - % total cover:.9() Shrub/Sapling Stratum - % total, cover: 3D WVJ 1. .20 FA 2. ) .?.Q_ FL 3. ' 5. 6_ 5. 6, Tree Stratum - % total cover: 7• 1. ' g, 2. 9. 3. Remarks: Percent of Dominant Species that art 08L ACW, or FAC (excluding FAC-): 414. = IUD 90 Hydrophytiq Vegetation Criterion Met? t NO NWI Class REM SOE S Mapped unit name: t"►.) SAP Matches Profle?(Y>N. b :axonomy: Drainage Class: ~n Depth Horizon Matrix Col pr Mottle Abund., Size, Color, on Pores/Peels? Texture, Struct., Other lk/ 2 0 YR_ 3 Sc: G L n~9 JQ ~e ' Cl -f.5~2 Histosot Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking ' Sulfidic Odor Mottled (w/i 10") Organic Pan Prob. Aquic Moisture Regime Concretions (w/i 3", >2mm) On Hydric Soils List Remarks: Hydric Soil Criterion / Indicators Met? NO HYDROLOGY ' Depth of inundation: r Depth to free-water: Depth to saturation: S/►';rd CC,. 1 ° Indicators 2°_ Indicators 20 Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC-Neutral Test Water Marks Recorded Data Available (aerials, gauge) ? - Explain: Drift Lines Other: ' Sediment Deposits Remarks: m Drainage Patterns Wetland Hydrology Criterion / Indicators Met? OLF# NO T ERMINATION: Is this plot a Wetland? NO PCOE mments: Determined by-fA&W GEC Fishman F.avimnMeual serwcq ._.._a~..1 ~_i~...-__`.._~_~ ctn. _o a.P".. r . , .,r ~.~n& - .-.th eS,V~'~i~ ~+rai VATA ,v . WBT 4 t ON aw. W17v c.cy.l s . Applic sWOwmr: - Sect. Towai*p City? Plot L=- don: , Topographic LACation: ' ( 0, Do Normal Circunstance$ ezrst on. i s te? N Explain: Are soils vegeation y _ hydrology significantly disturbed? N Explain: ' VEGETATION ''Dominant Plant Sees Cover IML 'Dominant Plant Sees 1-Cover Herb Stratum - % total cover: f)0 , Shrub/Sapling Stratum - % total cover: 1. CA a*UMJ14A&a&,, 40 2. 50 2. W1 &M A 4 ' 3. 3. 4. 4• 5. S. G• Tree Stratum % total cover: 7, 1. 8. 2• 9. 3 Remarks: Percent of Dominant Species that are OBL ACW. or FAC (excluding 'FAC-): 2.13 Hydrophytic Vegetation Criterion Met? NO NWI Class SOILS Mapped unit name:I,s Matches Profile?Y N - taxonomy: Drainage Class: Le1~Q- d Depth Horizon Matrix Co or Mottle Abund., Sire. Color, on Pores/Pods? Texture, Struct., Other 0-11.5' 164 P, 3)2- gitit' =Fra C-L- 2. r~rnnsev► KAA - layer `k_IQYf~ 3;~ Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor Mottled (wli 10") Organic Pan Prob. Aquic Moisture Regime Concretions (w/i 3". > 2mm) On Hydric Soils List Remarks: 4- skotD.s o 84010 Hydric Soi Criterion I Indicators et? YES O HYDROLOGY jbx Depth of inundation: Depth to free water: Depth to saturation: 1 °ndicators jLwicators 2° Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" water-stained leaves FAC-Neutral Test Water Marks Recorded Data Available ( , gauge) ? - Expla• Drift Lines Other: >r - yak. Ste.. ^ Sediment Deposits Remarks: --Drainage Patterns Wetland Hydrology Criterion / Indicators Met? YES NO DETERMINATION: Is this plot a Wetland? YES Comments: Determined by:-MW t• Ce4? • e . i.-,,~,~ tit„°~ ~ e ~ . FU m n E~tr iiossiatiitai Sew~icrs, ~ 11 lllil'KJPP1 1 4 ' W"['LAND NA1'IT4N DA?'AE - State Date, P*: Sttc• County: ~ ect. Township, 1a0C iy. ica t/Owner: L-,oiAcAAa sZ' Plot Location: t. N ~a "opographic Location: - .K it Do Normal Circumstanc exist on the site? Y N Explil . - Am soils vegetation hydrology significantly disturbed? :-t%Lted VEGETATION ver -Dominant Plant Sneeies % Herb Stratum - % total cover:_ n O Was m - 16)-ipba A,nnVh-- 2,0 155 1 7 a~l•e+v+si ~ ~o AkS,1A CL Ind. *Dominant Plant Spies Cover IDL Shrub/Sapling Stratum - % total, cover: e6ghl 1. fAcc-, F 5. Tree Stratum - % total cover: 1. 2. g. _ S soil s t{ AIT- 3. Remarks: ' Percent of Dominant Species that are OB ACW, or FAC (excluding FAC-~- _ Hydrophytic Vegetation Criterion Met? NO NWI Class I SO" Mapped unit name: 'axonomy: Depth Horizon Matrix Color p 3 Z - y Matches Profile? Drainage Class: Mottle Abund., Size, Color, on Pores/Pods? ~~,frvr 0 Ya Texture, Struct.. Other SL L Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor Mottled (w/i 10") Organic Pan Prob. Aquic Moisture Regime Concretions (w/i 3> 2mm) On Hydric Soils List Remarks: fw:6 ftv 41;1 i w Scce{rt tp Hydric Soil Criterion /Indicators Met? YES to) HYDROLOGY Depth of inundation: Depth to free water: Depth to saturation:~~*ol 10 Indicators Indicators 20 Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data ,„Saturated in upper 12" Water stained leaves FAC-Neutral, Test Water Marks Recorded Data Available (aerials, gauge) ? - Explain: Drift Lines Other: ' Sediment Deposits Remarks: W4W ; I-ec&vt- rx615 Drainage Patterns Wetland Hydrology Criterion 1 indicators Met? YES NO ? n ET'ERMINATION: Is this plot a Wetland? YES 8:J t omments: Determined by:-CAW t (t7 Fishman F.nWronxewal Services ' WBfLiAND R Ii4k9'6N ETA UB 1: li+iANU Project Site .,.,county: State Date•~ Prot: Applicant/Owner... awnship Ringe Crty: Plot Location: - Topographic Location: Normal Circumstances ex' 'te? Y ~Jo exist on the site? N Explain: Are soils vegetation, hydrology significantly disturbed? N Explain: VEGETATION *Dominant Plant Speer, % cover rid. !Dominant Plant SW&ies Cover ~ Herb Stratum - % total cover: CIO Shrub/Sapling Stratum - % total coved ' 0..~~- .S _125 ~i4G 1 0• AL EA r 2. , 8~d&V 3. 6. D 4. 5. 14 g-_ 5 _ F k- 5. ' 6• Tree Stratum - % total cover: 7. 1. 8. 2. ' 9. 3. Remarks: Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-):. .414 Hydrophytic Vegetation Criterion Met? (@D NO - NWI Classjag& SOE S Mapped unit name. 'onomy: 414th axepth Horizon Matrix Col r 0 3 a_1 ~ z Matches Pmfife'!)N Drainage Class:_ PnorjU i~rQJl1P Mottle Abund., Size, Color, on ores/Peds? Texture, Struct., other 66YAmavt fbawW .5' OP-C S L: C-1_. raw, MM i ()M _ s~~. ,•aar-5 ~ G~ Histosol Reducing Conditions (test) Histic Epipedon _,yCGleyed Sulfidic Odor Mottled (w/i 10") Prob. Aquic Moisture Regime Concretions (w/i 3", >2n-Lm) Remarks: Hydric Soil Criterion / Indicators Met? Y NO HYDROLOGY Depth of inundation: 1 ° Indicators Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns Hi. Organic Cont. Surf. Layer Organic Streaking Organic Pan On Hydric Soils List 1 1 Depth to free water: 7 01 Depth to saturation: SW . 2° Indicators 2° Indicators ' _,Oxidized Root Channels in upper 12' Local Soil Survey Data Water-stained leaves FAC-Neutral Test ' Recorded Data Available (aerials, gauge) ? - Explain: Other: Remarks: Wetland Hydrology Criterion / Indicators Met? NO 1 DETERMINATION: Is this plot a Wetland? FS NO Continents: Determined by:_CAtA► t-G&0 Fishman Environmental Services 's Jim -9 UA4 WETLAND' RMINATION DATA SHEET ~1 Pruiect fY: 4 Site: County: S Chtey tb Plot ` . ipplicant/Ovuner: T r Sect..Tovmahip= Ranged Cityet Plot Location: P all opographic Location:, ..~AUA&j&* ~.1 V Do normal environmental conditions exist. N Explain: ' Are soils vegetation., hydrology,-,, significantly disturbed? N Explain:,', b VEGETATION *Dominant Plant Sp=ies. % Cover InL 'Dominant Plant Sys % Cover Herb Stratum total cover: ) Shrab/Sapling Stratum (°!e total cover: ) r 9t~ Gl+f 1. s r o 2. 2. 3, _AL0J 3. 4, 4. 5. ~ 5. 6. Tree Stratum total cover: Ind 7. 1. _G ' 2. 9. 3. Remarks: Percent of Dominant Species that are OBL ACW, or FAC .(excludin&FAC-): Hydrophy is Vegetation Criterion Met? Clgo NO I SOILS Mapped unit name: axonomy: Depth Horizon O-~ ~L 1 1 17/1c 6ep- Matrix CaIor M VR 3/3 LL~R yfi' NWI Class-F67M Matches Profile? Y N Drainage Class: Mottle Abund., Size, Color, on PoresJPeds? Texture, Struct., Other lam. iWanJZ Ll~,C / aTle mats 5 G r~e,»~na.► ree~v 7-SYR ~~1 mm T~'.~Ebl~~ l~G,' Sa ~yt f~~' ~••,cLs F,nj4#~ Histosol Reducing Conditions (test) Hi. Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor XMottled (w/i 10") Organic Pan Prob. Aquic Moi ure Regime ~l ncretions (w1i 3", >2mm) On Hydrie Soils List Remarks: CftgAf1W - Hydric Soil Cri ler i / In i rs Meltrj~Y "SO HYDROLOGY l J...._. wa.&r-dtpfk '3` t" V6U (04k y) Depth of inundation:. Depth to free water: Depth to saturation: saps: 1 ° Indicators 2° Indicators 2 ° Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves k-FAC-Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: -Sediment Deposits Remarks: Drainage Patterns Wetland Hydrology Criterion / Indicators Met? f rYFS~N0 DETERMINATION: Is this lot a Wetland NO Comments: s P fi K G4 Determined by:. ALL) 'ILL C a _ Fishman Environmental Services MV. IV* WETLAND INATIONI DATA 42- L 1'+IUAL 'go bete: ?~zPlot e~ct SCoup XX Fro3 . AppliaVQ'wtter: Sect, Tvwnships, Range, 7w C*-'-. 1,614 Plot Location. 10' ~ );*graphic Location: Do normal environmental conditions exist Explain: Are soils-_..,, vegetatiopX hydrology- significantly disturbed? N Explain: r VEGETATION sDon2nant Elant Smies ifs Cover I. DOW= Plaet S % cover 12L Herb Stratum total cover: ~Q } Slrrnb/Sspling Stratum (1% total cover: ,*I.l wrivas -10 FAC u 1. 3d FA C 2. 3. A,< acyM 5f S A(, 3. 4. S 4. 5. a rU Inl Cl4S. , b. Scncc.~n A. -S. ~gG~k Tru Stratum (fib total cover: 7. l 9. 3. Remarks: Percent of Dominant Species that are OBL, FACW or FAC (excluding,FAC-):_L/g- _ -FOIJ Hydrophytic Vegetation Criterion Met? YES NWI Class SOILS "flapped unit name: 11 C 64 Matches Profile? Y& ixonomy: Drainage Class: Depth Horizon Matrix Color Mottle Abund., Size, Color, on Pores/Peds? Texture, Struct., Other p-y d R 3i w RS/b , r~Rc SS,' Histosol Reducing Conditions (test) Hi, Organic Cont. Surf. Layer Histic Epipedon Gleyed Organic Streaking Sulfidic Odor X Mottled (w1i 10") Organic Pan Prob. Aquic Moisture Regime Concretions (wri 3", >2mm) On Hydrie Soils List Remarks: qfZ ti d -5 Hydric Soil tenon / Indicators Met? YWNO HYDROLOGY Depth of inundation- 1 ° Indicators Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns 'RETERMINATION: Is this plot a Wetland? YES dnj Comments: Determined by:. w r C Depth to free water: Depth to saturation: seeps: 2° Indicators 2° lndicatms X ' Oxidized Root Channels in upper 12" Local Soil Survey Data Water-stained leaves FAC-Neutral Test Recorded Data Available (aerials, gauge)? Explain: Other: Remarks: Wetland Hydrology Criterion / Indicators Met? YFkNO .96' VV $ ';LAND 1tM1NATYON, QATA 14RET -19 AL ~1 Project AN- N: Site : I -rhoK Pdii v.. - Coupry:' S eta~Y~P . Applicant/Oww'i ~r Sect. Rangef Z City: Plot Location: h opogrophic Location: normal environmental conditions exis . Y Explain: Are soils- vegetation.,, hydrology- gnificantly disturbed? N Explain: VEGETATION • % Cover ]IL *Dominant Plant S ies - Herb Stratum total cover: 1! ) Shmb Sapling Stratum total cove 1 1. -rr, D~rt~.fn ~ oP n t 2 1. 2. r /Z F C•Ut 2. 3. 4nalds~ ~Z I~'t q C 3. 4. 7, a7i a, I'MW _ CALLL 4. 5. IPA - ~ hw- irs 17- LILO 5. 6. e1rwmaA- if, FACU" - Tree Stratum total cover: j 7. 1. 9. 2• 9. 3. RCitlarlGS:. r1u r~ ~D t ~L 10611. ~ S . elh~ Percent of Dominant S ies that are OBL, FACW or FAC (exclttding,FAC- :_2 = Spy, Hydrophytic Vegetation Criterion Met? YES NWI Class I SOILS 'k lapped unit name: ono-y: mdhLa~ epth Horizon 1?-3 3 -L7Kf Ne-4 ' Matrix Color JL).KR V.L -~Lw 3/C.- Matches Proftle?(1 Drainage Class:jhd. mAdf Mottle Abund., Size, Color, on Pores/Peds? Texture, Struct., Other T>rV .LLrn7' 1M1T ' Histosol Reducing Conditions (test) Histic Epipedon Gleyed ' Sulfidic Odor Mottled (wr 1011) Prob. Aquic Moisture Regime Concretions (w/i 3", >2mm) Remarks: Tug f uMbA of Hydric Soil Criterion / Indicators Zet? Y O J HYDROLOGY ' Depth of inundation: 1 ° Indicators Inundated- Saturated in upper 12" Water Marks ' Drift Lines Sediment Deposits Drainage Patterns Hi. Organic Cont. Surf. Layer Organic Streaking Organic Pan On Hydric Soils List l'7 Depth to free water: Depth to saturation: seeps: 20 Indicators 20 Indicatom Oxidized Root Channels in upper 12" Local Soil Survey Data Water-stained leaves FAC-Neutral Test Recorded Data Available (aerials, gauge)? Explain: Other: it d_,1 Remarks: Wetland Hydrology Criterion / Indicators Met? Y NO ' ETERMINATION: Is this plot a Wetland? Y O Comments: ' Determined by: C ' v Fishman F.nvh~oteRta1 Servlees eier.tAl~b • SET 11S - MANNA(. po =tp: [N ATION DATA SH r County; . Date J Applicant/Owner: - Sect.. + Towmship-g-S.Roagejk City: Plot Location: *opographic Location: A~;, Do normal environmental conditions exist ?YJN Explain: Are soils.., vegetation,, hydrology- significantly disturbed? N Explain: VEGETATION • Herb Stratum total cover: /00 ) L &SfVCA u 5 2.- j.,r tim d6 nsif FAcw K3• eg'.aal t*'q:,mons av FAZW 1K4.--'Fs,4hem tibvelm aa- -EAc •Dominant Plant Spmies % Cover 10L Shrub/Sapling Stratum total cover: ) I. 2. 4. 1 1 1 Sr ~5 5• 6. p j a _S A W - Tree Stratum total cover: 1 7. 1 8. 2. 9. 3• RemerkS: q r4 uA - Percent of Dominant Species that are OBL CW, or FAC (excluding FAC-): 3/ < _ Hydrophytic Vegetation Criterion Met? YES NO NWI Class-&-201 SOILS s~on s Mapped unit name: Mc & _ 64&~ SV~ ~ Matches Profile?(qN axonomy: D Cl~ Depth Horizon Matrix Color p -s , -Y P, 31z s-t 1~~rR Yz WJW 1-30 f_y/ R y/L carnage ass. Mottle Abund., Size, Color, on Pores/Peds? Texture, SWruct., Other 7 S 16 C 6 'j 1 IGarn A f lb R36 Common /17, !t S: - .fin Histosol Reducing Conditions (test) Histic Epipedon Gleyed Sulfidic Odor Mottled (wr 10") Prob. Aquic Moisture Regime Concretions (wh 3", >2mm) Remarks: M Hydric Soil Criterion / Indicators Met? ES Nb Hi. Organic Cont. Surf. Layer Organic Streaking Organic Pan On Hydric Soils List HYDROLOGY Depth of inundation: Depth to free water: Depth to saturation: r' seeps: 1 °_Indicators 210 Indicators 2° Indicators Inundated Oxidized Root Channels in upper 12" Local Soil Survey Data Saturated in upper 12" Water-stained leaves FAC-Neutral Test Water Marks Recorded Data Available (aerials, gauge)? Explain: Drift Lines Other: -Sediment Deposits Remarks: Drainage Patterns Wetland Hydrology Criterion ! Indicators Met-ES O DETERMI TION: Is this Jplot a Wetland? NO ' F' R 'n Comments. sr-+anu .C~ Crn hJ Fivt►onerea! Servlicea►.tgib f Determined by. T 7,7.777 b:. s a ee a m~° aT. t»:.=... . - A ~ J < as u' (2 IJ°3 a u s, ~P °o ° .n° o~ e>sc}.R4:''^ r ~ n ,p ~ 4m.~ r r k r n Or ,A,°~ s:'~o~o ,d,.Q. a i y "o IFS Illy- r ~y c ~ `+'I +_Y ' G ( ~ ^A' `4, 2Y2k ' Gk , ~ 1 ~ ~ S •h O N 4.#a , I i Upland -i . Mom oms~~ in twov, -ad Sample Plots = 0 Wetland Boundary = 0 51.25" s Source: Composite of 2 mmw o ~!4l1gi g A 4~aI- 3~ e tc ' CILY of 1996 Kampe Assoc. hc.. Jm,1"6 MAWN: S. Heoiambi A X O W Uplarid o ~i 0 w 0 Cook Park EVansion Wedand Delineation • wsMAnoeOUNnAnY & SAMPLE PLOT coc,AIIoxs ' • ire r 5 r Projm r 96062 R G~llulu r° m ta' E ntt° 7771 W. -77 pill O °o n Q Q tp ,~'o c.'.. @ m d p oar U ° y e. B r'o 0 op ° e ° le, c0 ~ i 't n p, o c' to n 'a W G r~ ~ ~ pl. of . - - ,.d. ;1, 1 t f, < f r • Itit-- D0WNSTREAM_ i. WACTS r J; . e c E r }r rc•, ' r ~ tir7 3 ~ t}~ ..r. .t r~ v ~ ek t A h{i, e t ~~tc , ~~~,4v".~•~b_ . s a c ~itr S r ~ F, t 1 c fie. ct ~'y 4f~ tt;A"J k., r~r S ~r E, - d t yi. .t i i> 7 4 I A • r~ a r t f e,•, d y v f. t.JI. F~ " { t 'Y Y 4'y'.¢, j rfy.,r ~ R A+• ;4f J' E.e k f h rf1Cf F r h} fi A{ r t i E f'NPJt(~y f rT t-fir r ~ • r pt"Sf 4 Stt.I ~,~3tikp s~~ ~ kqi ;~~~1~'rti t • ..t a ~ - • ~ t 4 ! E f ~ ~ T! a'~ ~ DTI f ~ f ~ i~ Ll~~~si ~Fr#~ 4?~~,.,,~-o-, ."i atir ~ r r• ~ ~ rr ~s~~~fa~',M~4~r ~+~'~t`~ `NJ i ' 1 A yt r S d _ .f tftx5 ~rf.r. 't~~ ti !,r rr~.•d. ' ,'S - I t; ~ a7rl t :~C'x. ~k.~ar t,4t ra tJ'r~fi ~~dE~,•;,jt~ - y ~y , h r ,4 fS~ • )1 r ~ ~ '•~e+~rL ~S4 nh~y ru ,r ✓v d ` ~.~Sr~i i~ {rf~i,ra't ~h 'd i E'h, ar. gi~ N,~ r a ~ ~~y ~C a: S ~ YIr, ,+t, y. » ~.J~r' t - ~ cwt !y~ -Or` s d} - 1 r i a # pit ~h o n~ 4" t, !y e R a S < C-c,a, fi u • d' g E° do • - i rt' f - t ° f t v 3f i k cf! cn n~ oD9`F ra ~g t - ~ . z r ~ ~ ~~'~.`?~'1' ~ 8 4~? S kX ~ r ~ v ~ tl, ~ ',i ~boS'J~cDo ~~Eydi-l;S~ g yE ~ ~/1 r `CY cCr 7! f~ V `00 P., o ~o~n r' bt- r t i Fla ~P C,°.ro D~Xa ro 00 ^o `(el ~'v o`no ~•o CS~ oo ~ 4 ,FO Si t f~ d, ~2~`~'o C7 ~ `Yoo-~o v '~,oa~ eo c, bo ~ r ~.'~,v w dj a +r_O, ~'i~p p 4:•, ~..n{Y't~ ,v c 'wi6 o c 4~~8':n o p ,o¢A ~d]ao .cA ° Q Q 50" d'{.~. 'b' ik-' r~. E~' y - G. ~ _ . .~D ~b~.~en!'~.;44©°R~'hi',.. ....;d.;.;»Q ,~...~x,~~°r r 1 1 1 1 1 1 1 DOWNSTREAM IMPACTS Genets 'k i The site is divided by existing topography into two separate sub-basins which both discharge into Fanno Creek. In general, stormwater is conveyed across the site in a south and easterly direction and discharges to Fanno Creek. The ultimate receiving waters for the site is the Tualatin River. Storm runoff from the north sub-basin flows in an easterly direction. The outfall for the north sub-basin and the 30-inch off-site storm drain is located along the west bank of Fanno Creek. Storm runoff from the southern sub-basin flows in a southerly direction and is. released across the site property line at seven outfall locations. Six of these outfalls discharge to a drainage channel created by the north side of the WP railroad embankment. Runoff then flows along the embankment in a southwesterly direction to a 30-inch CMP conveying runoff under the railroad to Fanno Creek. The remaining outfall for the southern sub-basin discharges stormwater across the southern property line and under the railroad directly to Fanno Creek. Off site flows from a residential and commercial area north and west of the intersection of 85& Street and Durham Road are conveyed through the northern portion of the site by a 30- inch storm drain. Methodolop► Hydrologic calculations presented herein follow the criteria and regulations set forth in the Design and Construction StandaZi.g_ for SanitarM Sewer and Surface Water M n emeA ' Unified Sewerage Agency (USA), July 1996. USA criteria states that all developments are to use the hydrograph method for drainage planning and design, unless otherwise approved by the Agency. The Agency does allow the use of the Rational Method for basins 25 acres or ' less. Runoff peaks for the north and south sub-basins were generated using the WarerWorksO ' computer program. This program is very similar to the HYD program the Agency references in the Design and Construction Standards. A 24 hour, standard SCS Type lA rainfall distribution with rainfall depths per Agency criteria was used as the design storm for this portion of the analysis. Cumulative rainfall depths and design storm distributions along with the WaterWorks program output are attached as a part of the calculations. . ' For the on-site conditions, the existing and future site plans were used to determine the pervious and impervious area. The percent pervious and impervious areas of the off-site ' basin was assumed to result in a 60% imperviousness. This percent impervious assumption is consistent with City of Portland, BES criteria for a single family residential neighborhood with mild slopes and a SCS soil type C. 1 ~r I • Existing Condition Hydrologic Analysis Basin areas, percent imperviousness and cornesponding runoff peaks are summarized for the north, south and off site sub-basins in Table 1. The north and south basins are shown on the `Existing Site Plan and Basin Map, (Figure 1). Table 1 Existing Condition Hydrologic Summary Sub-Basin Total Area Tank Area Net Area Percent Q(25)r' (ac) (ac) (ac) Impervious (cis) North I 22.1 I 0,9 21.2 J 20 10.1 South I 52.0 I 4.1 47.9 17 I 22.5 Off-site 50.0 0 50.0 N 60 23.4 (1) 25-year runoff peak Future Condition Hydrologic Analysis For the Future condition, Table 2 below summarizes basin areas, percent imperviousness and corresponding runoff peaks for the north and south sub-basins. Note the Tank Area column includes a separated area. This separated area is a portion of the existing storm drain system that has been modified and routed to the sanitary system. Table 2 Future Condition Hydrologic Summary Sub-basin Total Area Tank & Net Area Percent Q(25) (ac) Separation (ac) Impervious (cis) ' Area (ac) North 22.1 6.7 15.3 I 38 8.7 South 52.0 7.9 44.1 23 N 22.0 (1) 25-year runoff teak A comparison between the existing and future condition runoff peaks shows that as the site develops the amount of storm nmoff.decreases. This is a result of a large majority of the development consists of clarifiers and aeration basins. Because these facilities are open tanks, rain falling on the tank footprint is collected into the sanitary system and does not contribute to storm runoff. Essentially, the proposed facility expansion reduces the runoff basin area. Likewise, the separated areas also reduce the amount of area tributary to the storm drain system. Table 3 below compares the existing and future condition runoXpeakL 19 I I' `x ~ wry ~ r,r i i Table 3 Edstiag and Future CoaMUm Runoff Summary ExW" Conditloa Y uhm CoadWm Sub-bade Q(25) Q(25) (cfs) 108) North 10.1 8.7 South 22.5 22.0 Off site ~ 23.4 ~ 23.4 v • I0 AM f f ' CALCULATIONS: ' HydroloSlc Auatysia WA&AM and Future Condlth) . • North and South sub-beam nmoff peak determination • Off-site runoff peak determination 0 1~ A 1 Percent Rainfall 2YR SYR IOYR 25YR 50YR IOOYR Hour Incremental Cumulative 2.50 3.10 3.45 3.90 4.20 4.50 1 2.40 2.40 0.06 0.07 0.08 0-09, 0.10 0.11 2 2.60 5.00 0.07 0.08 0.09 0.10 0.11 0.12 ' 3 3.20 8.20 0.08 0.10 0.11 0.12 0.13 0.14 4 3.80 12.00 0.10 0.12 0.13 0.15 0.16 0.17 5 4,44 16.44 0.11 0.14 0.15 0.17 0.19 0.20 ' 6 5.18 21.62 0.13 0.16 0.18 0.20 0.22- 0.23 7 6.48 28.10 0.16 0.20 0.22 0.25 0.27 0.29 8 16.44 44.54 0.41 0.51 0.57 0.64 0.69 0.74 ' 9 7.58 52.12 0.19 0.23 0.26 0.30 0.32 0.34 10 5.28 57.40 0.13 0.16 0.18 0.21 0.22 0.24 111 4.96 62.36 0.12 0.15 0.17 0.19 0.21 0.22 ' 12 4.32 66.68 0.11 0.13 0.15 0.17 0.18 0.19 13 4.02 70.70 0.10 0.12 0.14 0.16 0.17 0.18 14 3.42 74.12 0.09 0.11 0.12 0.13 0.14 0.15 15 3.28 77.40 0.08 0.10 0.11 0.13 0.14 0.15 15 3.00 80.40 0.08 0.09 0.10 0.12 0.13 0.14 17 2.80 83.20 0,07 0.09 0.10 0.11 0.12 0.13 ' 18 2.40 85.60 0.06 0.07 0.08 0.09 0.10 0.11 19 2.40 88.00 0.06 0.07 0.08 0.09 0.10 0.11 ' 20 2.40 90.40 0.06 0.07 0.08 0.09 0.10 0.11 21 2.40 92.80 '0.06 0.07 0.08 0.09 0.10 0.11 22 2.40 95.20 0.06 0.07 0.08 0.09 0.10 0.11 ' 23 2.40 97.60 0.06 0.07 0.08 0.09 0.10 0.11 24 2.40 100.00 0.06 0.07 0.08 0.09 0.10 0.11 The above table is from the "Subbasin Hydrologic Modeling Criteria" by Kramer, Chin, & Mayo Inc., 1991. 3.02.4 Runoff Parameters ' The physical drainage basin characteristics listed below shall be used to develop the runoff hydrograph. Design Storm Distribution Chart Desistn aid Construction Standards for Sanitary Sewer and Surface Water M emeai~ ChWa 3, F* 3 f s . ' UnMW V, Son r 1 1 u 4 ° ° ,i o U _ o o ° ~ n. ymo Ro o n 71- tows RAO , loo HDR ENGINEERING, INC. BASIN gUMMARY "D s ps~NRoIMD (Fu.er BASIN ID: N25D NAME: NORTH BASINS 25-YR DEVELOPED SCS AETHODOLOGY TOTAL AREA.......: 15.32 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS A REA PRECIPITATION....: 3.90"inches AREA..: 9.50 Acres TIME INTERVAL....: 10.00 min :CN.-...: •79.00 TIME OF CONC.....: 18.62 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 5.82 Acres TcReach - TcReach - Ldr--.,w TcReach - PEAK RATE: TOTAj, AREA.......: 21.17 Acres SASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS ARE A PRECIPITATION....: 3.90 inches AREA..: 16.86 Acres TIME INTERVAL....:: 10.00 min CN....: 79.00 TIME OF CONC.....: 18.62 min IMPERVIOUS A REA ABSTRACTION COEFF: 0.20 AREA..: .4.31.Acres CN....: 98.00 TcReach - Sheet L:.100.00 ns:0.1500 p2yr: 2.50 x:0.0200 TcReach - Shallow L: 444.00 ks:27.00 x:0.0200 TcReach - Channel L:1995.00 kc:42.00 s:0.0200 PEAK RATE: 10,E VOL: 3.73 Ac-ft TIME: 510 min p. pw(ex+sno/~> ' BASIN ID: N25 • NAME: NORTH BASINS 25 YR SCS METHODOLOGY 10 1 f Sr. 1 1 1 1 1 CN...... 98.00 Sheet L: 100.00 ns.:0.1500 p2yr: 2.50 s:0.0200 Shallow L: 444.00 ks:27.00 x:0.0200 Channel L:1995.00 kc:42.00 8:0.0200 8.68 cfs VOL: 3.06 Ac-ft TIME: 510 min F BASIN ID: N2D SCS METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: NORTH BASINS 2-YR DEVELOPED 15.32 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.50 inches AREA..: 9.50 Acres 10.00 min CN....: 79.00 , 18.62 min IMPERVIOUS AREA 0.20 AREA..: 5.82 Acres TcReach - Sheet L: 100.00 TcReach - Shallow L: 444.00 TcReach - Channel L:1995.00 PEAK RATE: 4.01 cfs VOL: CN....: 98.00 ns:0.1500 p2yr: 2.50 s:0.0200 ks:27.00 9:0.0200 kc:42.00 'x:0.0200 "A 1.55 Ac-ft TIME: 510 min u 13 E ( Jed 't ~,M1 i t a i •.1 1 ~~i1 is. n ~ ~ ~5 Qr n 4n ?"p ' U ~ 4 ra u B ^'n o0 ~c Ii Vry1 o ~ h u , .r 4 - rn n n 5 U a!r r, o m. ' ou o i • 0 7` 23f%9'8 t FAR fa4e fnS Inc hr Pa Je. OLJRHAM STORMWATER MANAl3EMNT 00039-412_-102 HDR ENGINEERING, INC. ressssssssassssasasssssasatsssas~assssssaatss~sassassssasssassasssASSS ' BASIN SUMMARY BASIN ID: N2P NAME: NORTH 2-YEAR SCS METHODOLOGY TOTAL AREA .......~a 21.37 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 2.50 inches AREA..: 16.86 Acres TIME INTERVAL....: 10.00 min CN....: 79.00 TIME OF CONC.....: 18.62 mine IMPERVIOUS A REA , ABSTRACTION COEFF: ' 0.20 AREA..: 4.31 Acres CN....: 98.00 TcReach -.Sheet L: 100.00 ns:0.1500 p2yr: 2.50 s:0.0200 TcReach - Shallow L: 444.00 ks:27.00 s:0.0200 ' TcReach - Channel L:1995.00 kc:42.00 x:0.0200 PEAK RATE: 4.16 cfs VOL: 1.78 Ac-ft TIME: 510 min , BASIN ID: NCD NAME: NORTH BASINS 100-YR DEVELOPED SCS METHODOLOGY ' TOTAL AREA.......: 15.32 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS ARE A PRECIPITATION....: TIME INTERVAL....: 4.50 inches AREA..: 10.00 min CN...... 9.50 Acres 79.00 ' TIME OF CONC.....: 18.62 min IMPERVIOUS A REA ABSTRACTION COEFF: 0.20 AREA..: CN....: 5.82 Acres 98.00 ' TcReach Sheet L: 100.00 ns:0.1500 p2yr: 2.50 x:0.0200 TcReach - Shallow L: 444.00 ks:27.00 s:0.0200 TcReach - Channel L:1995.00 kc:42.00 8:0.0200 PEAK RATE: 10.79 cfs VOL: 3.74 Ac-ft TIME: 510 min BASIN ID: NCP NAME: NORTH BASINS 100 YR ' SCS METHODOLOGY TOTAL AREA.......: 21.17 Acres BASEFLOWS: 0.00 cfs .RAINFALL TYPE....: TYPEIA PERVIOUS ARE A PRECIPITATION....: 4.50 inches AREA..: 16.86 Acres TIME INTERVAL....: 10.00 min CN....: 79.00 TIME OF CONC.....: 18.62 min IMPERVIOUS A REA ABSTRACTION COEFF: 0.20 AREA..: 4.31 Acres CN....: 98.00 TcReach - Sheet TcReach - Shallow L: 100.00 ns:0.1500 p2yr: 2.50 L: 444.00 ks:27.00 e:0.0200 x:0.0200 ' TcReach - Channel L:1995.00 kc:42.00 x:0.0200 PEAK RATE: 12.91 cfs VOL: 4.63 Ac-ft TIME: 510 min W r, P - v-,' o n r7J't ar A P 8j... h ~ :l B ~ as .a o 1 a o o ' 3j Y o b~.n u n oa O o 7 ~ n o y. 7%2'~'!9~$ . ; H~DR ~x~gi;n~er~.n=, Inc:, ~~►g~. QRMWATBR M _ mUTA4 _ . , 00.039-412-102 ~ HDR ENGINEERING., INC. ' nuummume memo BASIN SUMMARY r BASIN ID: S25D NAME: SOUTH BASINS 25-YR DEVELOPED SCS METHODOLOGY TOTAL AREA.......: 44.10 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE..... TYPElA PERVIOUS AREA PRECIPITATION....: 3.90 inches AREA..: 33.96 Acres TIME INTERVAL....: 10.00 min CN....: 79.00 ' TIME OF CONC.....: -12.61 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 10.14 Acres CN.... 98.00 r TcReach Shallow L: 233.00 ks:9.00 x:0.0200 ' TcReach - Shallow L: 360.00 ks:9.00 8:0.0200 TcReach - Channel L:1728.00 kc:42.00 x:0.0200 PEAK RATE: 21.98 cfs VOL: 7.92 Ac-ft TIME: 510 min BASIN ID:'S25P NAME: SOUTH BASINS 25 YR ' SCS METHODOLOGY TOTAL AREA.......: 47.90 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION-.: 3,90 inches AREA... 39.76 Acres TIME INTERVAL....: 10.00 min CN....: 79.00. TIME OF CONIC:....: 12.61 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 8.14 Acres CN....: 98.00 TcReach - Shallow L: 233.00 ks:9.00 8:0.0200 TcReach - Shallow L: 360.00 ks:9.00 s:0.0200 ' TcReach - Channel L:1728.00 kc:42.00 9:0.0200 PEAK RATE: 22.46 cfs VOL: 8.23 Ac-ft TIME: 510 min ' BASIN ID: S2D NAME: SOUTH BASINS, 2-YR DEVELOPED SCS METHODOLOGY TOTAL AREA.......: 44.10 Acres BASEFLOWS: 0.00 cfe RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 2.50 inches AREA..: 33.96 Acres TIME INTERVAL....: 10.00 min CN....: 79.00 ' TIME OF CONC.....: 12.61 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 10..14 Acres CN..... 98.00 ' TcReach - Shallow L: 233,00 ks:9.00 9:0.0200 TcReach - Shallow L: 360.00 ks:9.00 9:0.0200 TcReach - Channel.L.1728.00 kc:42.00 9:0.0200 PEAK RATE: 9.22 cfs VOL: 3.82 Ac-ft TIME: 510 coin 1 1 0 b a,~! r.• b. Oo On o o o p a, D ~ E o o° . W7 c°p o00 °a w` o o°7,° o n n, o° c~ o O ` T/'3'f9s>, Rn,`nemrng'r. Ins'' Fagr, 4 PU, I~[' STOAMWATER MANAGLM N T r. - 000394124],Oa. HDR ENGINEERING, I NC. ssssssssssswaaasss srssssssussmm ssaewssaasassssssssssassasssssssMsasssass BASIN SUMMARY BASIN ID: S2P NAME: SOUTH BASINS 2 YR ' SCS METHODOLOGY TOTAL AREA.......: 47.90 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AR EA , PRECIPITATION....: 2.50 inches AREA..: 39.76 Acres TIME INTERVAL.'-: 10.00 min CN....: 79.00 TIME OF CONC.....: 12.61 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 8.14 Acres CN.. 98.00 TcReach - Shallow TcReach - Shallow L''': 233.00 ks:9.00 s:0.0200 L: 360.00 ks:9.00 s:0.0200 ' TcReach - Channel L:1728.00 kc:42.00 x:0.0200 PEAK RATE: 9.01 cfs VOL: 3.89 Ac-ft TIME: 510 min BASIN ID: SCD NAME: SOUTH BASINS 100-YR DEVELOPED SCS METHODOLOGY TOTAL AREA.......: 44.10 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AR EA PRECIPITATION....: TIME INTERVAL....: 4.50 inches AREA..: 10.00 min CN....: 33.96 79.00 Acres TIME OF CONC.....: 12.61 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 10.14 Acres CN....: 98.00 TcReach - Shallow L: 233.00 ks:9.00 s:0.0200 TcReach - Shallow L: 360.00 ks:9.00 s:0.0200 TcReach - Channel PEAK RATE: 27 92 L:1728.00 kc:42.00 x:0.0200 80 Ac-ft TIME: cfs VOL: 9 510 min i . . BASIN ID: SCP NAME: SOUTH BASINS 100 YR SCS METHODOLOGY TOTAL AREA.......: 47.90 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AR EA- PRECIPITATION : 4.50 inches AREA..: 39.76 Acres TIME INTERVAL....: 10.00 min CN....: 79.00 TIME OF CONC.....: ABSTRACTION COEFF: 12.61 min IMPERVIOUS 0.20 AREA..: AREA 8.14 Acres CN.. 98.00 TcReach - Shallow L: 233.00 ks:9.00 s:0.0200 TcReach - Shallow L: 360.00 ks:9.00 x:0.0200 ' TcReach - Channel L:1728.00 kc:42.00 x:0.0200 PEAK RATE: 28.79 cfs VOL: 10.25 Ac-ft TIME: 510 min }P ~wiip n p ~ ',P' c ~ a4, ao. 5~.:ro n-. t d - 'Rr MfV'P ~ YaP,j,~:;?& ~ .t`n'i"i 9 y ~y p eo 0 0 - e`~ _c ` ~3c + 5 r h.: % 7. e ~ p ofw r°~~' Flo e , Cv - > c;•' - ~ F • - ~ . L f N• ra, :f% ~ih r - " . n ,,o 1 1r o M1 f7c I' L ` ' li ° 1~~t~ y f , ~ { I 4 I ~"Q MW amp, _.r..~ -.Arm .j• t,_r~ sf x ~ ~lNs ~ail~1` a ' ya2 Ae ~ 1 ~ ~ : 1 " I I • ~ iR ~i .I' ~ ~ ~ • ~o •.y'~ . . v _ + • u+ • ' a w • rte" y 1~ Ise 9CA AP~l I f: ri •lnaH r.. Ley ..t~ d ~ 4. a Y ::`s roily . ! ! • \ ~ :3 . ~ :ry L~_,r~.. 1 ~sr . ~a21 flu i a . '~a10 ~ .1~+a',~•1~ psi •r 1 ~ ~i i ► I ~A~ .:fir . ~ I I O NI~ 1 i , w ID O~ a OI ml O71 R V ) w 340 a j . r + g it pN1~i~►M Rd •°i3,b a - - - AliYrli~l ~ „ o ~ o '0 i~ , ° h o` oo .a ~ Pn g` 0. 0a a ~ M<r o°+ h~ 049 8:r ~+,N rY ~ M., a' Pe ~ nom` ~ ~'4 •Y ~~~,.,oo • 1' Y -"tR ti~ p ~ ~ ~ i~-`~ ~~11~•T ~ ~ ~ I~ O ~ ' o y.~~~ cif:. q~ r Our • i 0003- 4 1Z BAS IN SUMMARY BASIN ID: OS25E SBUH METHODOLOGY TOTAL AREA.. RAINFALL TYPE....: ' PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ■ ABSTRACTION COEFF: TcReach - Sheet TcReach - Channel PEAK RATE: 23.42 ■ BASIN ID: OS2E SBUH METHODOLOGY TOTAL AREA.......: ' RAINFALL TYPE....: PRECIPITATION....: NAME: OFFSITE BASIN, 25-YR EXISTING 50.00 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AR EA 3.90 inches AREA - : 20.00 Acres 10.00 min CN.....: 79.00 32.31 min IMPERVIOUS AREA 0,20 AREA..: 30.00 Acres CN.... 98.00 L: 300.00 ns:0.1500 p2yr: 2.50 8:0.0200 L:2000.00 kc:42..00 x:0.0200 cfs VOL: 12.30 Ac-ft TIME: 490 min NAME: OFFSITE BASIN, 2-YR 50.00 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 2.50 inches AREA..: 20.00 Acres 10.00 min CN....: 79.00 32.31 min IMPERVIOUS AREA 0.20 AREA..: 30.00 Acres CN.... , 98.00 L: 300.00 ns:0.1500 p2yr:2.50 x:0.0200 L:2000.00 kc:42.00 s:0.0200 cfs VOL: 7.07 Ac-ft 4TIME: 490 min TIME.INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet TcReach - Channel PEAK RATE: 13.21 ■ BASIN ID: OSCE ' SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE,.: PRECIPITATION-.: ' TIME INTERVAL....: TIME OF CONC.....: ' ABSTRACTION COEFF: TcReach - Sheet TcReach - Channel PEAK RATE: 27.97 1 t NAME: OFFSITE BASIN, 100-YR EXISTING 50.00 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 4.50 inches AREA..: 20.00 Acres 10.00 min CN....: 79.00 32.31 min IMPERVIOUS A REA 0.20 AREA..: 30.00 Acres CN....: 98.00 L: 300.00 ns:0.1500 p2yr: 2.50 s:0.0200 L:2000.00 kc:42.00 x:0.0200 cfs VOL: 14.62 Ac-ft TIME: 490 min of ~ a•o" ;sb °3 ` ~,r y ~„ri3 ~a. .d~.._ort~ e °'o°'r v, 0 =~''e~ ~I ko' S o ~d.! _ e u C r. .,¢a o° 'n Cr .o • ~ ' ` O. , ~ ° ° o o ~ o rv°'y Q ~ Fn d n`~ 8 3 ~ ,o00yawg'~'~,°,° o°ae°° C ,N O,c,~o& r°a o4 e~°~~~ a. mr°•'o ~yy ~o °rq3 co°.e °~nu~8oeo ~°n°a° ~•.~~~9elJ °°~e~ 8'~ ~.f~'^ ° , . ° e q)r • a,'S e a c9 ate. n? , d Q c ,o°°~ Ao R o°~ ° ° D ~d ° o Y a~ ~w° a ; ~rf.0 e oo i ~,9 It d~j ~ - , - - V v;.;U ° v e 8n opL•a Sv°f~G 1Y~~~'o ~e ! ~ ~ . - r fA ryJ r 19t - . I ~ ll r• j~ ~~.J • ~ PLAN KEY -ma ~:i R jIN rI • BASIN BOUNDARY DUSTING STORY DRAIN Boa YEAR FLOOD PLAIN + I E I ; _ /l ti I WETLAND AREA lei ~y b \t~ I'j7 I i~ (~~t''f "y~.. Ylrisigii~~►~" CONTOUR INTERVAL IS 5 ~s 1 So r mss,, •f ~I -We faLAND I • I~ ~ { ~ r ~J r/L• ~ UT 1M0 ~~.~~r. ~f • . DU4IMAWANG'~ r' rr; & VIIIIAMWATUITFEATMW SUB-BASIN NORTH SOUTH EXISTING CMDITION 0(25) 10.10 2250 FUTURE CONDITION Q(25) &70 22-00 FARE 1 UNM SEW RAGE AGENCY Or M'A4ANCTON, COMITY MAO M ADVANCED WASIENAIER TREATMENT PACIUTY STOIRIM IM MANAGEMENT PLAN EXWM SIR PLAN AND BASIN MAP JANUARY. 1999 D viom D 7R 2 9 1 r r r ~ 1 I k f,02 l 00 00 so 1 - • i ~ UNIFIED SEWE-RAGE AGENCY O,F WASHINGTON COUNTY ~ DURHAM FACILITY: ~ CONDITIONAL USE PERMIT 1 CITY OF TIGARD, OREGON r I~ MAY 1M ~Z HDR Engineering, Inc. 10300 SW Greenburg Road Suite 500 Portland, OR 97223 803-768-3700 Location Map N ~ m weuwo PROJECT SM L e Mal" maAmm TO SAUX Drawing Index on sm o WM womr aM. MA" MV. a OMM MM Rena m vffv 1 vm ! M UK= 3 m pair a a►x qmm~ mmm m am= 0"m 4 o~aa fA»61R 0 o aR ilOY auw NO wnMr 7 PMLWF Onm m1m amu Am am PLAN ORU PWAP SMIM MM=W AD R M4" 1f O1a3~1 awm mm ! 4c+p=m me RAW PIM a uroaCAac MAN li MM f1~ W UM MOO MN Aa PWU N on W M AVL WaftY OMB i a i i ds ~ , ~y 1~ p~ 1Nfp1~N 11AIr *A m1w o r on+r air~r u mm now= aao : r N Me IL Fm sm no Mum ! OREM S"24 M, Lh F wMq, Ine. 1 1 1 1 1 1 1 11~ ~mm 1 a 0 Q Oa n MM• _i • ~I ~iwwaau DURHAM CONDMONAL USE PERMIT L OLM NAPO P. llNDOLNp S NWd atlrl J. sum r1wod NrI X14-1QZ 1M1 VA M low 1 ummemum I 8 rr aw :am SIZE a aoodsaf f EXffr G SITE WR)PoMATKA ct, 1 I 1 ram NO" somm DURHAM _ I~• , CONDITIONAL USE PERMIT bwJi ~Olr 111 iii L I%= 0. Ong*" 1 P. iwwMr L Kura c aom A GLOM rpod li•ldw 00030-412-102 I • 1!i fAWP O CZ 11 1 low I ~ I I~~ ~ rI I I. reds O~l~i>~l=EEl~MO1f~ OIY Of 1 I ~ ~ 110AIb ~ e cm pm I I MOm L, am VAWW • moo I i O dum 0 arm+ O SAW" (NOISE LEVELS W li + 2 fR I~INMaOM ~r I{pKM I I ,r r ,I (r ~ II ,r ' 1 7 I r , I al:r w Neff or r' r ! II ,I °A r ` + I / I I r I I I , I I I 1 r ~k r r J~ w OWAW DURHAM CONDITIONAL USE PERMIT -X4216r► L ~w DowM P. SAWO M s wim Omfto +L Gum "*a W~ OOOn-412-,M oir Wo orlm ~0R04RN ~ ame as ammu AOOOMII I f SITE, F"IT OF WAY, SETBACK EASEMENT DSTANCE 6 3 man-Jo s . l" I R ,we a..,,o„o, I A q I e~ ii e e s~ t~ O F. Ni A r i t ~ c t r' ~ 4 f II ` it II r Z 11 rl ♦ 0 1 1 1 m m m I I Jo ~R! m m e fig 1110 4 C O - xo ~J ~kb + C } 7 P I I R ' fig I 1 ~ I G r 1 . 1 I ~ o 0 0 0 0 - - ~ r r T fli • I I I I I I I I I l • I I I IO •v V wwrIvAmm2m -d-No I •arr oo * 0 I IMP' t r M: M r r r r r r r r a f oto'r. ,C . a,..v (s ,a ' 9 t y-.i ~ N a M' 0 Md&iL ~ " o " ~ rdo r , yr~ i ro ~ ~ f~'O p g 4 l ~ d oR c. ego, u v o n "p d 8N u q 'a e a u v ch.o 'a o a , ' ^ v^~ P 5 o. 8 0 0 ~ -J O fiy m a z c ° a o ~ 4 Or atx ~ai . M a somms" us" ~ ~ Q~1 OMl1 y ~ _ ~tll ~ lAK1AM tIK I ,.l ~ 3 b~ 10{7• M! AM 1~lm PAMM I Pun= m mw 1 C MWASM 1111Ki 76 4 AM 5 ` RAMM IACUtli 10 t 1 ONJINRICM AFM 2115 O • .C 1 Ip 1 1 I 0 n T,, ~ r l1 Lt C t + t `fr t .l J r i• V l M~ i 00 _ ° ov Q. ' „.l d `"i~ yei~ 1.40 r, ns 4z~~ r i 1 ~ !M I lawadow ONO- /DURHAM (ONDMONAL USE PERMff L WAY gulp" R ffiN19fJ4Alp L IAN C+er a. cum ft*d "mew 000 -411-102 rw MARM low t 1 m in (1[ t 11R IM IM am MR. low AOOOOtYti . d SM STORM DRAW AND SAWARY ~i 1Gr e S WOM Q y Pt~° a~ ~4 8 b4 os3~ J. w Q ~ n ` £G^ ° D o b B°~ . ~ o . P A~ 9 B o' p b o - ~ - c.~ ~ G~ °'Yifi , E {>ov X45 „p ~ ~r•e o-, ~ Y 9 y,5°. ~ . ~ a a a ~ ~ ~ pI~ ~ I t L ♦ I W c :t i IL"~ t: S - • - - a . ~m c F. '01 L, ff 71 ly Ina. } w r.rrrr s ILS //V./~y'~1y/,~Y X11 WN T II • l L VLW awry" F•. '~A~AIA10 a maw araw i OLWAR llrylt IM1rf 11-10! -640 WIOCH "m I ti >w. uls s o>s sox IwMa ML r ON iomsam M ACONAMM"~ GRADING 7 ■ d ` f! M ^ .,•a s. ' _~roe ba ~ V~enm ~B V~' .6 Q m,p eo 4 -p a °nl p - a 'J i F,. 4 0 .:n ° ~a • Qa W n y N a ''a 9° u 9 Q a fl' u oy n q '~ntiq, c n R- "r"V d. ~3 F ' 4 _jyl I I ~ I jog I O ioor i PRIMARY INFLUENT DISTRIBU c ~ P"r or-Ir ' PRIMARY INFLUENT DISTRIBUTION STRUCTURE PLAN owam um sa rra 3/m, e ~q 1 A- -X i TTON STRUCTURE SOUTH ELEVATION PRIMARY INFLUENT DISTRIBUTION STRUCTURE EAST ELEVATION yr - r-w I1 STRUCTURE i 'HOR Gq%swm- in L wM Immm DURHAM CONDITIONAL USE PERMIT Demo" P. SUNOU&NO a~ odr a sm rmia *mew am n"12-102 Yi ti W= low ~usNwtwa~ i NFLAJENT DISTRIBUTION BFVATM AND FLOOR PLAN PRIMARY INFLUENT DISTRIBUTION STRUCTURE WEST ELEVATION ; PRIMARY EFFLUENT PUMPING STATION II 1 _ _ _ _ - I a EAST ELEVATION ' ~ ~I II I I~ I , c Ip ~I ' II II ~ JII I t II I~ _ _ ~ NMI 111=10 II II - - 9 Uliffim 11 I I III b a Magog ei d .3 PRIMARY EFFLUENT PUMPING STATION PLAN teak ,.m sm Ra ,/V . ,•-or PRIMARY EFFLUENT PUMPING STATION WEST ELEVATION .1/,r . r-r 6 PRIMARY EFFLUENT PUMPING STATION NORTHEAST ELEVATION 3/,r - r•r 71 Wr . roar fam PRIMARY EFFLUENT PUMPING STATION SOUTH ELEVATION Iqt Fi,~trq, y,a. U ~ ~ ASOM W ~ OXAM DURHAM CONDITIONAL. USE PERMIT -PMM%. • , odpnl p. SUHr.q%AW o~ WAM a CLOAR Pealm NMnbr OOOM-412-102 a" wAa, Im ImIKAamp, "m a~la d ML Ow F NOT am rrx SOUL rcoaioa,o,r. p_ PRIMARY EFFLUENT PUMPING STATION ELEVATIONS AND FLOOR PLAN -1mr6 m 9 r u•-o' ~r~ •'-r L..r _ I_ . ' t ~ I I ~ I I I I ~ NW i II II II II ~ . - J I~-4 J L--- MOW 'il II I II f ~Wp JLL__ • I1 I, i ~ ~ II ~ l!~'I II I I I I i 70 memo --boo, s+ I I I ; I OFlIC! I II ~19-~~I I I I II II INFLUENT PUMP STATION { PLAN m=m ~.n sa Ra 3' . r-r _ I _ . I .9r" R, ' . ummm9m =my DURHAM CONDITIONAL USE PERMIT L VRIV aoorw P. SINDUINA S KUHNS cb we & GLUM 11opd IMniw 0003"lz-,m or" MAIM Im t i at wai +rei u mm pYww • rca ■ ow ac wx sort ~aodsar. INFLUENT PUMP STATION ELEVATIONS AND FLOOR PLAN INFLUENT PUMP STATION NORTH ELEVATION INFLUENT PUMP STATION W QLEVATION (m la 14 INFLUENT PUMP STATION EAST EVATION I/r • r-o' INFLUENT PUMP STATION SOUTH ELEVATION ,rr . r~ 1 LLILWULAAA wa= 1 VMLMW 1 1 1 ONES= 31 1 13 t- ~i A" DIGESTER COMPLEX NO. 2 NORTH ELEVATION 12 1 1 V I~R FJI~Ii1MIM4, k1a. A.: DIGESTER COMPLEX NO. 2 EAST ELEVATION 1y- . 1--r PER Fm-k DIGESTER COMPLEX NO. 2 SOUTH ELEVATION 1/sr -1--W DIGESTER COMPLEX NO. 2 WEST 1 ATION am= DURHAM CONDITIONAL USE PERMIT IL WLW o~ P. SUNDONAW S. NAM C1MaYM J. cum F 1~Mr 00011-412-102 as u#jw im [ 1 va u~ s ms"na1 ~ s na s r wr aK ~t s~ ~oovwAUr. I WESTER Ey NO.2 El VATONS AND RDW PLAN 11 DIGESTER COMPLEX NO. 2 PLAN =04'000+m sa rj, 1/3r - 1'-4r ww ~i•~ 4 ~ ~av7 A ! O T tA, 4 1 'I Ito ~r I 1 lr' I, c8s i o 1r Y a STA 7011 8 . ~onaix - - - _ = ~ ~ pS1MN T • ~ONTJt ~y • . ~~N1 aRm DURHAM _ ~ PU1p STAlIOM ' Dow AT 5EE - - - - •Y - - - - - - - CONDITIONAL SW TH Vtw 1400 JYEP~E / r USE PERMIT' 00 Su. 0+00 START OF got Y ALM NVIT 14 440204," A. [ 7620N10.41DIB[5101 1 = \ L ■7 CSS ROAD 1 \ ,w,,, a 1 0407.07 \ 4 SAND Dram CBS~ "Wod *Mlbw A0039-412-102 o.. PLAN WA M 111 I' 4(r PM STA ■ 1t70.2s FM REV - 157.20 A0. - -3.43 K ■ 50.24 1 200.00' MC 1 t R A: 70.25 OF E1047M0 PMOA~JIT 1eo AT 100 $ 1 EfIS1110 Glom Ar 110..OM[ MOM ■!I •tMaMr1 Ni Ap0Mi1i~ ~STA:532.5/ i T 140 RJTUW A Y I _ bF 66TH AVENUE PLM & PROLE 010 f+w tM ~ I!w '.0!M PROFILE KEY MAPS "sol , ~ s~ E f a ~ a.~ I n ~ o i t i O Z r A 3 r l 1 r lr r: to w 1 i + I a f I I I „ „ g R~ i ~R f Ap a lip 44 a~ ir+ u D164 ~ R M p 0 sa ~ R~ r a* R R I fA g r o~ s Q X D ~ gg~ Dwi z D Do t 1 fill A ~ ~ , al .Oil v r n So c Dip :i r J ?I oM. All ' A 1A p CQ U 8 4 - i 117 Z. M