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SLR2008-00006 r r NOTI�;E OF TYPE II DECISION ODOT - BALL CREEK " STREAMBANK STABILIZATION = SENSITIVE LANDS REVIEW (SLR) 2008-00006 120 DAYS = 1/8/2009 SECTION I. APPLICATION SLTMMARY FILE NAME: ODOT - BALL CREEK STREAMBANK STABILIZATION CASE NOS.: Sensitive Lands Review(SLA) SLR2008-00006 Tree Removal ('1RE) TRE2008-00003 thru TRE2008-00008 PROPOSAL: The applicant is requesting Sensitive Lands Review approval for Ball Creek streambank stabilization to replace an earlier emergency repair along approximately 100-feet of the creek. In addition,the applicant requests approval for Tree Removal perniits for six trees proposed to be removed withui the project area in the draingewayfor Ball Creek. APPLICANT/ OWNE R Oregon Department of Transportation(ODOT� c/o Sam Hunaidi 6000 SW Raab Road Pordand,�R 97221 COMPREHENSIVE PLAN/ZONE DESIGNATION: I-H: Heavy Industrial District. The I-H zoning district provides appropriate locations for intensive industrial uses including industrial service,manufactunng and production, research and development, warehousing and freight movement, railroad yards, waste- related and wholesale sales activities. Activities in the I-H zone include those which involve the use of raw materiaLs,require significant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics,I-H zoned property has been carefully located to muiunize impacts on established residential, commercial and light industnal areas. LOCATION: ODOT Right-of-Way, adjacent to the Gerber Blades parcel, Washington County Tax Map 2S112AA,Tax Lot 00300. APPLICABLE RE VIE W CRITERIA: CommunityDevelopment Code Chapters 18.390, 18.530, 18.775 and 18.790. SECTION II. DECISION Notice is hereby given that the Community Development Director's desi�nee has APPROVED the above request. The findings and conclusions on wiuch the decision is based are noted in Section V of this Decision. SLR2008-00006 ODOT- BALL CREEK STREAMBANK STABILIZATION PAGE 1 OF 5 �_ � � , THIS APPROVAL SHALL BE VALID FOR EIGHTEEN(18) MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. � SECI'ION III. BACKGROL7ND INFORMATION Site Histon° As a result of the December 2007 storn�s that caused Ball Creek to start eroding the eastern bank at the project site, threatening the retauung wall of the I-5/OR 217 on-ramp. To prevent a slide from closing the on-ramp, in January 2008, ODOT conducted an emergency repair which consisted of placing large rocks and rip-rap that encompassed the failed slope: The emergency repair was intended to be a temporary fix until a more permanent solution could be put ui place to stabilize the slope. Because the emergency repair was intended to be temporary, ODOT is concerned that the temporary materials will not hold through another wet winter season wluch could result in further erosion sl�duig onto the I-5/OR 217 on-ramp. This faciliry is crucial to interstate freight mobiliry and the traveling public. ODOT has designed a project to stabilize the slope bank with a more permanent environmentally sound ve�etated solution that will promote bank stabilit}; minim;�.e erosion, and maintain and enhance water quality consistent with all the agencies. VicinitvInformation and Pro�osal Descri�tion: The Ball Creek stream stabiliz,ation project area is located in the I-H zone, along the property line of the Gerber Blades parcel on the west and the ODOT right-of-way on the east. The creek is in a narrow channel as it runs north/south between the parking lot and the I-5 embankment. Just upstream of the pro)'e�ct area, the creek emerges from a culvert under I-5; just downstream, the creek leads west between parking lots to iu confluence with Fanno Creek approximately 3,000 feet west. Several I-5 drainage outfalls e�cist in the project area. Various trees and ripanan vegetation in the project area are proposed for removal along the east embankment to accommodate the stabilization design. The applicant is requesting Sensitive Lands Review approval for Ball Creek streambank stabilization to replace an earlier emergency repair along approxiinately 100-feet of the creek In addition, the a�plicant requests approval for Tree Removal pern-uts for six trees proposed to be removed with.in the pro�ect area in the draingewayfor Ball Creek. Circumstances of this A lication Late discovery by ODO of the Sensitive Lands pernzit required by the City f or the work in a drainageway resulted in an a�pl�cation that was deemed comp lete on September 9, 2008. Because the project had to be com�leted withui the in-water work window ending September 30, 2008,the project became an emergency repau-to a public faciliry(I-5), which is an allowed use as an exemption under TDC 18.775.020.C.1. Based on this change in status of the project, ODOT was allowed to uutiate work on September 15, 2008, prior to the public comment period and prior to issuance of this decision with the understanding that any le�al or othcr issues related to the work would be fully the responsibility of ODOT (Ema�l from Dick Bewersdorff,Tigard Planning Manager,to Marah Daruelson,ODOT Seiuor Planner, September 11, 2008). SECTION IV. NEIGHBORHOOD COMMENTS The Tigard Community Development Code requires that�rop erty owners within 500 feet of the subject site be notified of the proposal, and be given an opporturuty for wr-itten comments and/or oral testimony prior to a decision being made. Notice of the Pending Decision was mailed to property owners on September 12, 2008. In addition, on Se�tember 15, 2008, staff posted a notice at the driveway to the site, visible from SW 72nd Avenue. The Caty did not receive any commenu from neighbors or interested parties. SLR2008-00006 ODOT- BALL CREEK STREAMBANK STABILI2ATION PAGE 2 OF 5 � SECI'ION V. APPLIC. ,LE REVIEW CRITERIA AND . _JDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Development Standards (18.530.040): All development must comply with: 1. All of the applicable development standards contained in the underlying zoning district, except where the applicant has obtained variances or adjustments in accordance with Chapters 18.370. 2. All other applicable standards and requirements contained in this title. The proposed streambank stabilization does not involve construction of any suuctures. Therefore, the development standards for the heavy industrial zone do not apply.However, as reviewed below the proposed stabilization �s consistent with the applicable standards in the Sensiuve Lands (18.775) and �I'ree-Removal (18.790) chapters. Sensitive Lands (Section 18.775): Section 18.775 states that the irector shall have the authority to issue a sensitive lands permit in the following areas by means of a Typ e II procedure, as governed in Section 18.390.040, using approval criteria contained in Section 18.775.Q70 GE: • Draina�eways; • Slopes that are 25% or greater or unstable ground; and • Wetland areas which are not regulated by other local, state, or federal agencies and are designated as significant wedands on the Comprehensive Plan Floodplain and Wedand Map. Draina ewa s. The appropriate approval authority shall approve, approve with conditions or deny an app ication request for a sensitive lands permit within drainageways based upon findings that all of the following criteria have been satisfied: The e�ent and nature of the proposed land form alteration or development will not create site disturUances to the extent greater than that required for the use; As shown in the applicant's submittal, the site disturbances are the ininunum necessary to provide the desired bank stabilization. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property; The applicant has submitted an erosion control plan that shows erosion control measures will be employed dunng the construction period. In addition, the C1ean Water Services and US Army Corps of Engineers perrruts regulate erosion control. The purpose of the action �s to prevent catastrophic failure of the stream bank and associated adverse unpacts to the creek The water flow capacity of the drainageway is not decreased; According to the applicant's narrative, the proposed project will slightly increase the flow capacity of the draingeway resultuig f rom removal of matenal placed tor the initial emergency repair. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening; The applicant's narrative states that natural ve etation will be replanted upon completion of the project. C1ean-Water Services Service Provider Letter�8-002746�re wres the vegetated corridor to be enlianced to meet or exceed goo�d corridor condition as defined in &0�7-20, Section 3.14.2, Table 3-3. Pursuant to 18J45.060.G1.b, CWS enhancement provides at least e quivalent protection, and is therefore acceptable. The drainageway will be replaced by a public facility of adequate size to accommodate maximum flow in accordance with the adopted 19$1 Master Drainage Plan; SLR2008-00006 ODOT- BAI.L QZEEK STREAMBANK STABILIZATTON PAGE 3 OF 5 __-J The drainagewayis not being laced, but restored. Therefore,this sta �d does not apply. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State � Lands (DSL) approvals shall be obtained; The applicant has submitted DSL pernut 41125-GA and Corps Permit NWI'-2008-479, consistent with this standard. Where landform alterations and/or development are allowed within and adjacent to the 100-year floodplain the City shall require the consideration of dedication of sufficient op�en land area within anc� adjacent to the floodplain in accordance with the Com rehensive Plan. This area shall include portions of a suitable elevation for the construction o�a pedestrian/bicycle pathway within the floodplain in accordance with the adopted pedestrian bicycIe pathway plan. The project area, at elevation 155, is approxunately 3,000 feet east of the Fanno Creek floodplain at elevation 135. The area of alteration is not within or adjacent to a floodplain; therefore this standard does not apply. FINDING: Based on the analysis above, the applicant's plan is consistent with the Sensitive Lands standards for alterations in drainageways. Tree Removal (18.790.050): Tree removal�permits shal�be required only for the removal of any tree which is located on or in a sensitive land area as defined by Chapter 18.775. The permit for removal of a tree shall be processed as a Type I procedure, as governed by Section t8.390.030, using the following approval cnteria: Removal of the tree must not have a measurable negative impact on erosion, soil stability, flow of surface waters or water quality as evidenced by an erosion control plan which precludes: a. Dep osits of mud, dirt, sediment or similar material exceeding 1/2 cubic foot in volume on public or private streets, adjacent property, or into the storm and surface water system, either by direct deposit, dropping, discharge or as a result of the action of erosion; b. Evidence of concentrated flows of water over bare soils; turbid or sediment-laden flows; or evidence of on-site erosion such as rivulets on bare soil slo es where the flow of water is not filtered or captured on site using the techniques of �hapter 5 of the Washington County Unified Sewerage Agency Environmental Protection andErosion Control rules. The trees proposed for removal are within the project area. The Pro�ect involves excavating the streambank and reconstructing it with coir logs and vegetation to provide �ong-term stabilization of the bank. The plan includes replanting the bank with trees and other vegetation pursuant to C1X/S's enhancement standards. The erosion control measures required by CWS will ensure the proposed tree removal and excavation will not have a measurable negative unpact on erosion, consistent vcnth these standards. Within stream or wetland corridors, as defined as 50 feet from the boundary of the stream or wedand, tree removal must maintain no less than a 75% canopy cover or no less than the existing canopy cover if the existing canopy cover is less than 75%. The streambank stabilization project is located within the Ball Creek stream corridor. According to the applicant's narrative, 1,875 square feet of riparian vegetation including six trees will be removed to reconstruct the embankment. As a result the canop y will be removed and offer no cover in the project area. The purpose of the project is stream�ank stab�lization, which has been conditioned by the applicant's CWS Provider Letter to provide corridor enhancement to meet or exceed good corridor condiuon as defined in R&0 07-20, Section 3.14.2, Table 3-3,consistent with this standard. FINDING: Based on the analysis above, the applicant's plan is consistent with the applicable Tree Removal standards. SLR2008-00006 ODOT• BALL QtEEK STREAMBANK STABILIZATION PAGE 4 OF 5 � �� SECTION VI. OTHE� fAFF COMMENTS The City of Tigard Engineering��Department commented that the proposed work is within the Ball Creek drainageway regulated by TllC 18.775.070 D. 1.-7. The applicant's submittal is an adequate showing of compliance with these standards. In particular, all proposed work �s intended to maintain the conveyance capacity of the drainageway and restore d�sturbed ground to prevent erosion and provide for improved water qualiry. City of Tigard Arborist provided comments which is addressed in the Tree Removal section of this dec�sion. SECI'ION VII. AGENCY COMMENTS Clean Water Services issued a Service Provider Letter (08-002746) dated September 4, 2008 with conditions regarding erosion control and vegetated corridor enhancement, among others. The Ore on Division of State Lands has a roved the streambank stabilization project in letter dated August l�2008,under perniit number 41125-�A. The US Army Corps of Engineers h�as� pernutted the streambank stabilization project in a letter dated August 5,2008 under pernut number NWI'-2008-479. Oregon Department of Fish and Wildlife and the City of Lake Oswego have had an opportunity to review tlus proposal and offered no comments or objections. SECTION VIII. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON SEPTEMSER 29, 2008 AND EFFECTIVE ON OCTOBER 14, 2008 UNLESS AN APPEAL IS FILED. -A�-�eal-: The D-irector's Decision is on a Typ e II review final on the date that it is mailed. Any party with standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section 18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (IO) business days of the date the Notice of Decision was mailed. The �appeal fee schedule and forn�s are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard,Tigard,Oregon 97223. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON OCTOBER 13, 2008. _��esuo,ns: Ity�u have any�questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tig Oregon at 03) 639-4171 �� —__.� I � l ✓ Se�tember 29, 2008 PREPARED BY: G Pagenstec er DATE Associate Planner , ��---�- ��.�.lk�'t-<--� � Se�tember 29, 2008 APPROVED BY: Ric ar Bewers DATE Planning Manager SLRZ008-00006 ODOT• BALL QtEEK STREAMBANK STABILIZATION PAGE 5 OF 5 _ _ __ - -- --- - ----------- Q � � , , - ------ , ;- �; � r`----�i-�- i--_�L-� � � �`� / �� j , ---�^ ^ �I I �' �i �+ �' � . - � � ' � I �I 1 I I I � \� .I`; � (,Ei�r�q4.NiC iNfORMATiON SYSTEM -� �- � i � � � �J �� VICINITY MAP , , ' � � � � � � � I I �—OR � i I � I � f L�-- � , '� ' ______________ i ��SANDBURG T � ' � SLR2008-00006 � -,--�--�� ' �� TRE2008-00003 ii ' ! f � I TRE2008-00004 � _ � % , TRE2 0 - � � �-- f �' 'IRE2008-00006 � I � , TRE2008-00007 , �; TRE2008-00008 I , �� ,' ______________ i i I w„ � ODOT- BALL C�ZEEK � STREAMBANK �, � � STABILIZATION I I-- ,-- I , � Approxima�e Ball Creek � M R Pro�ect Loc�ion � — �, � \ \ � I `� sw.enoo..:AO I I s � � ..,. 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Ecou ��i�9 200 L 4.�w.i ♦i '�� .f�� u� GH MEl4��l 0�7E�it�31-2009 F :�.ODCT_D�ATA�Projects�OR217_Baii Creek_t;erber�,06 CADDVDesign'�BaiiCr.Fl ,e��_Rev�_i .c7gn : : Oer�,�i1 � �g'i�120U$, �10;�2Q;16 AM hwye68v 1:0350_DP - G�I � i Todd Prager From: Todd Prager Sent: Thursday, September 11, 2008 4:20 PM To: Gary Pagenstecher Subject: ODOT Ball Creek Streambank Stabilization Dear Gary, My comments on the ODOT Ball Creek Streambank Stabilization is as follows: 1. No tree plan per 18.790.030.0 is required. This is not an MLP,SDR, CUP,or SUB. 2. The tree removal permit application does not appear to contain the all of the required submittal elements. The missing items are title transfer instrument or deed and an applicant's statement addressing the criteria under 18.790.050(A). 3. Please refer to engineering for approval of the erosion control methods provided with the tree removal permit application. Please do not hesitate to contact me if you have any questions regarding my comments. Sincerely, Todd Prager City of Tigard Arborist 503 718-2700 i q ~ . • ' � REQUEST FOR COMMENTS D��'I'L: Se�tember 12, 2008 TO: PER ATTACHED FROM: City of Tigard Planning Division STAFF CONTI�CT: Gar��Pagenstecher,�ssociate Planner(�2434� Phone: (503) 639-4171 I�as: (503) G24-3G81 F.mail: ganro�a.tigard-or.gov SENSITIVE LANDS REVIEW (SLR) 2008-00006/TREE REMOVAL PERMITS (TRE) 2008-00003, 2008-00004, 2008-00005, 2008-00006, 2008-00007 & 2008-00008 - ODOT BALL CREEK STREAMBANK STABILIZATION - REQUEST: '1'he applicant is requesung Sensitive Lands Review approval to construct a streambank stabilization project to replace an earlier emergency repair along an approximately 100-foot secrion of I3all Creek. In addition, the applicanr requests approval for six Tree Removal Pernuts to remove six trees within the project area in the draingeway of Ball Creek. LOCATION: The Oregon Department of Transportation (OD01� right-of-way adjacent to the Gerber Blades parcel located at Washington County Tax �7ap 2S112At1, Tax Lot 00300. COMPREHENSIVE PLAN DESIGNATION/ZONE: I-H: Heav}� Industrial District. The I-H zoning district proi•ides appropriate locauons for intensi�-e industrial uses including industrial service, manufacturing and producrion, research and development, warehousing and freight movement, railroad yards, waste-related and wholesale sales acriviries. Acriviries in the I-H zone include those which involve the use of raw materials, require significant outdoor storage and generate heati-�� truck and/or rail traffic. Because of these characterisrics, I-H zoned propern- has been carefull�- located to minimize impacts on established residenrial, commercial and light industrial areas. APPLICABLE REVIEW CRITERIA: Communiry Development Code Chapters 18.390, 18.530, 18.775 and 18790. Attached are the Site Plan,Vicinity Map and Applicant's Statement/Plans for your review. Prom information supplied by various departments and agencies and from other informarion available to our staff, a report and recommendarion will be prepared and a decision �vill be rencicred on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: (I'lease see note below,�` If �u are unable to res ond b- the aboee date, please phonc the staff contact noted abo�-e �vith your comments and con your comments in writing as soon as possible. If�-ou ha�-e an�� quesuons, contact the'I'igard Planning Division, 13125 W Hall Boulevard,Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: �/� /� � _ We have re�riewed the proposal and ha�-e nc> objecrions to it. _ Please contact of our office. _ Please refer to the encloscd lcttcr. PLEASE SUBMIT YOUR COMMENTS ELECTRONICALLY TO THE PROJECT PLANNER AT YOUR VERY EARLIEST CONVENIENCE AS THIS IS AN EMERGENCY REPAIR AND THEREFORE, YOUR PROMPT REPLY IS REC?UESTED. THANK YOU! �Name&Number of Person(s) Commentin�: � . ,� �'TY OF TIGARD REQUEST FOR ''�MMENTS � r �� NOTIFICA. LIST FOR LAND USE & COMMUNITY DE .1PMENT APPLICATIONS , � /,� j FILE NOS.: Cl� Z�t"'S�_�'�`T �'� ��2E C FILE NAME: �-/� � il>%f��<' �� k ° f` X �_� CITY OFFICES � LONG RANGE PLANNING/Ron Bunch,Planning Mgr. ✓ CURRENT PLANNING(Todd Prager/Arborist-Planner �PUBLIC WORKS/Brian Rager,Asst.Public Works Dir. BUILDING DIVISION/Mark Vandomelen,Plans Ex.Supervisor X ENGINEERING DEPT./Kim McMillan,Dvlpmnt.Review Engineer PUBLIC WORKS/Steve Martin,Parks Supervisor CiTY ADMINISTRATION/Cathy Wheatley,City Recorder X ENGINEERING DEPT.IGreg Berry,Project Engineer HEARINGS OFFICER(+2 sets) COMMUNITY DVLPMNT.DEPT./Planning-Engineering Techs. POLICE DEPT./Jim Wolf,Crime Prevention Officer PLANNING COMMISSIONIGRETCHEN(+12 sets) _CODE ENFORCEMENT/Christine Darnell,Code Compliance Specialist(DCA) X FILEIREFERENCE(+p sets) SPECIAL�ISTRICTS I TUAL.HILLS PARK&REC.DIST.M�_ TUALATIN VALLEY FIRE&RESCUE�R _ TUALATIN VALLEY WATER DISTRICT 1F �; CLEAN WATER SERVICES+� Planning Manager North Division Administrative Office Development Services Department 15707 SW Walker Road John K.Dalby,Deputy Fire Marshall 1850 SW 170'"Avenue David Schweitzer/SWM Program Beaverton,OR 97006 14480 SW Jenkins Road Beaverton,OR 97006 2550 SW Hillsboro Highway Beaverton,OR 97005-1152 Hillsboro,OR 97123 LOCAL AND STATE IURISDICTIONS � CITY OF BEAVERTON � CITY OF TUALATIN � �,'�R.DEPT.OF FISH 8 WILDLIFE Y oR.DIV.OF STATE LANDS _ Planning Manager Planning Manager Devin Simmons,Habitat Biologist Melinda Wood tw�uNF«,�Rp�o-w� _ Steven Sparks,oe�s��5 Manager 18880 SW Martinazzi Avenue North Willamette Watershed District 775 Summer Street NE,Suite 100 PO Box 4755 Tualatin,OR 97062 18330 NW Sauvie Island Road Salem,OR 97301-1279 Beaverton,OR 97076 Portland,OR 97231 _ OR.PUB.UTILITIES COMM. METRO-LAND USE&PLANNING � _OR.DEPT.OF GEO.8 MINERAL IND. 550 Capitol Street NE _ CITY OF DURHAM ilt 600 NE Grand Avenue 800 NE Oregon Street,Suite 5 Salem,OR 97310-1380 City Manager Portland.OR 97232-2736 Portland,OR 97232 17160 SW Upper Boones Fry.Rd. _ Joanna Mensher,Data Resource Center�ZCA) ,�US ARMY CORPS.OF ENG. Durham,OR 97224 Paulette Allen,G�owthManagementCoordinala OR.DEPT.OF LAND CONSERV.B DVLP. Kathryn Harris iM,�.acws�.n.�o�iy� _ Mel Huie,GrcenspacesCoaCinala�CPFVZOA) M2f8 UII08(Canp.PlanAmendmentsBMeasure37) Routing CENWP-OP-G CITY OF KING CITY� _ Jennifer Budhabhatti,Regional Planner(Wetlands) 635 Capitol Street NE,Suite 150 PO Box 2946 City Manager _ GD.Manager,c��,nnMa��eme��serv�es Salem,OR 97301-2540 Portland,OR 97208-2946 15300 SW 116th Avenue King City,OR 97224 WASHINGTON COUNTY� OR.DEPT.OF ENERGY 1PO.Veni�es i�nreaJ OR.DEPT OF AVIATION(reonopo�arowen) Dept.of Land Use&Transp. Bonneville Power Administration Tom Highland,Planning 155 N.First Avenue �CITY OF LAKE OSWEGO� Routing TTRC—Attn: Renae Ferrera 3040 25th Street,SE Suite 350,MS 13 Planning Director PO Box 3621 Salem,OR 97310 Hillsboro.OR 97124 PO Box 369 Portland,OR 97208-3621 Naomi Vogel-Beattie�c��a,�v: Lake Oswego,OR 97034 Planning Division�zcn>MS ia _ OR.DEPT.OF ENVIRON.QUALITY(DEQ) ODOT,REGION 1 � Brent Curtis�cao,> CITY OF PORTLAND (NOtfijlu WallarWsandPulenlial Environmental Impacts) Development Review Coordinator poria Mateja�zcn�MS u Planning Bureau Director Regional Administrator _Carl Torland, Right-of-Way Section�v��KK,S� _Sr.Cartographer,cPNZC�,MS,. 1900 SW 4`"Avenue,5uite 4100 2020 SW Fourth Avenue,Suite 400 123 NW Flanders _Jim Nims�SUNByYI!(2CAIM515 Portland,OR 97201 Portland,OR 97201-4987 Portland,OR 97209-4037 OR.PARKS 8 REC.DEPT. WA.CO.CONSOL.COMM.AGNCY ✓DOT,REGION 1 -DISTRICT 2A i► _ODOT,RAIL DIVI510N STATE HISTORIC DaveAustin�wcccn�•�9,r•cMo�o,�b*e,.�.� SamHunaidi,ASSistantDistrictManager (NoNtyIfODOTRIR•Hwy.CrosslnpisOniyACCeastoLand) PRESERVATIONOFFICE PO Box 6375 6000 SW Raab Road Dave Lanning,Sr.CrossmgSaferySpeclalist (NotifyAPropaAyHasHOOvMay) Beaverton,OR 97007-0375 Portland,OR 97221 555-13"'Street,NE,Suite 3 725 Sumner Street NE,Suite C Salem,OR 97301-4179 Salem,OR 97301 UTILITY PROYIDERS AND SPECIAI AGENCIES PORTLAND WESTERN R/R,BURLINGTON NORTHERN/SANTA FE R/R,OREGON ELECTRIC R/R(eur�ington Northern/Santa Fe R/R Predecessor) Bruce Carswell,President&General Manager 1200 Howard Drive SE Albany,OR 97322-3336 SOUTHERN PACIFIC TRANS.CO.R/R METRO AREA COMMUNICATIONS COMCAST CABLE CORP. TRI-MET TRANSIT DVLPMT. Clifford C.Cabe,Construction Engineer Debra Palmer�a,�e.a��ga,y� Gerald Backhaus,��o��,c��, plPrqeclisWMn%MlleofaTransdRwte) 5424 SE McLoughlin Boulevard Twin Oaks Technology Center 14200 SW Brigadoon Court Ben Baldwin,Project Planner Portland,OR 97232 1815 NW 169th Place,S-6020 Beaverton,OR 97005 710 NE Holladay Street Beaverton,OR 97006-4886 Portland,OR 97232 PORTLAND GENERAL ELECTRIC NW NATURAL GAS COMPANY VERIZON QWEST COMMUNICATIONS Mike Hieb Svc.Design Consultant Scott Palmer,Engineering Coord. John Cousineau,OSP Network Lynn Smith,Eng.ROW Mgr. 9480 SW Boeckman Road 220 NW Second Avenue 4155 SW Cedar Hills Blvd. 8021 SW Capitol Hill Rd,Rm 110 Wilsonville,OR 97070 Portland,OR 97209-3991 Beaverton,OR 97005 Portland,OR 97219 TIGARD/TUALATIN SCHOOL DIST.#23J BEAVERTON SCHOOL DIST.#48 COMCAST CABLE CORP. COMCAST CABLE COMMUNIC. Teri Brady,Administrative Offces Jennifer Garland,Demographics Alex Silantiev ,se,�,�«�c��, Brian Every,,,,�E�„�+a�«, 6960 SW Sandburg Street 16550 SW Merlo Road 9605 SW Nimbus Avenue,Bldg.12 10831 SW Cascade Avenue Tigard,OR 97223-8039 Beaverton,OR 97006-5152 Beaverton,OR 97008 Tigard,OR 97223-4203 ilt INDICATES AUTOMATIC NOTIFICATION IN COMPLIANCE WITH INTERGOVERNMENTAL AGREEMENT IF WITHIN 500'Of THE SUBJECT PROPERTI'FOR ANYIALL CITY PROJECTS (Project Planner Is Responsible For Indicating Parties To Notifr�. h:\patty�masters\Request For Comments Notificalion Lisl.doc (UPDATED: 28-Aug-08) (Also update:i:5curpinlsetup\labels\annexations\annexation_utilities and franchises.doc,mailing labels 8 auto text when updating this documei CLEAN WATER SERVICES R ��1� �� CleanWater Services Oiir cntnniihu��ul i� c�c;ir. �,—__. , _ ,- .. �� MEMORANDUM �Ep 2 � 2DD8 DATE: September 18, 2008 FROM: David Schweitzer, Clean Water Services TO: Gary Pagenstecher Associate Planner, City of Tigard SUBJECT: Review Comments—SLR 2008-00006 ODOT Ball Ck. Stream bank Stabilization GENERAL COMMENTS ■ This Land Use Review by Clean Water Services (District) does not constitute approval of storm or sanitary sewer compliance with the NPDES permit held by the District. The District, prior to issuance of any connection permit, must review and approve final construction plans. ■ All provisions of the development submittal shall be in accordance with Clean Water Services (CWS) Design and Construction Standards, presently Resolution and Order No. 07- 20 (R&O 07-20), and all current Intergovernmental Agreements between the City and CWS. ■ Final construction plans must be reviewed by CWS for conformance with R&O 07-20. ■ A Stormwater Connection Permit Authorization shall be authorized by CWS prior to construction of sanitary sewer, storm and surface water systems, and final plat approval. ■ All public storm and sanitary easements shall be shown on the final stamped and signed construction plans. SANITARY SEWER ■ The project as proposed does not require connection to sanitary sewer. 255�SW Hillsboro Highway• Hillsboro, Oregon 97123 Phone: (503) 681-3600• Fax:(503)681-3603 •www.CleanWaterServices.org " �/ ��\ � CleanWater Services Oiir c��iuniil�ncnl i, cic�ir_ STORM DRAINAGE AND WATER QUALITY ■ The project as proposed is the stabilization of an existing eroded stream bank. Additional storm flows are not proposed. ■ Further water quality treatment given the overall proposal and lack of added impervious area does not appear to be necessary. If impervious area is to be added at a later stage, this may require additional water quality treatment. ■ Stormwater outfall retrofit with flow attenuation devices shall not adversely affect downstream flow rates. SENSITIVE AREA ■ The provisions contained in the Service Provider Letter dated September 4, 2008; CWS File Number 08-002746 for the linear Ball Creek project adjacent to Ta�Lot map 2S1 12AA- 00300 shall be followed. EROSION CONTROL ■ If the improvements are impacting less than 1-acre; site improvements and any improvements within the public Right Of Way, no 1200-C Permit is required. Provide erosion control in accordance with the current CWS design and construction standards, unless more stringent US Army Corps of Engineers standards apply. In water work shall follow approved time windows. 2550 SW Hillsboro Highway• Hillsboro, Oregon 97123 Phone: (503)681-3600• Fax: (503)681-3603 •www.CleanWaterServices.org PLANNING SECRETARY MATERIALS , , . �� AFFIDAVIT OF MAILING - I,Patricia L. Lunsford,being first dulysworn/affirni,on oath depose and saythat I am a Planrung Assistant for the City of Tiga�i,Washington County,Oregon and that I served the following: ��s,��,a, ❑x NOTTC� OF PENDING LAND LI�E DEQSION FOR SLR2008-00006/TRE2008-00003/TRE2008-00004/TRE2008-00005/TRE 2008-00006/TRE2008-00007/ TRE2008-00008 - ODOT- BALL QZEEK STREAMBANK STABILIZATTON � AMENDED NOTICE (File No./Narre Refecence) � City of Tigard Plaruiing Director A copy of the sa.id notice being hereto attached,marked E�ibit"A",and by ref erence made a part hereof,was mailed to each named person(s) at the address(s) shown on the attached list(s),marked Exhibit"B",and byreference made a part hereof,on Se�tember 12,2008,and deposited in the United States Mail on Se�tember 12,2008,postage prepaid. -� � _ � , (Pe�on that Pre Notic STATE OF ORE GON County of Washington ss. City of Tigard � Subscribed and sworn/affirmed before me on the 1� dayof �� ,2008. OFFlCIAL SEAL ^�,� , ,, SNIRLEY L TREAT � � `�� NOTARY PUBUC-OREOON NO ARY PUB OF ORE GON � COMMISSION NO.N8777 MY COMMISSION EXPIRES APRIL 25,2011 My Commission Expires: ��3-5/r� . EXH I B IT.�.� NdTIf�TOMORTGAC�E,LIENHOL� _:,VENDORORSELLER 'THE TIGARD DEVELOPMENT QODE REQUIRES THAT IF YOU REC�IVE T�IIS NO7TC�, IT SHALL BE PROMI'"IT�Y FORWARDED TO TI�PURC�-�SER NOTICE OF PENDING LAND USE APPLICATION = SENSITIVE LANDS REVIEW DATE OF NOTICE: September 12, 2008 FILE NOS.: SENSITIVE LANDS REVIEW(SLR) 2008-00006 TREE REMOVAL PERMITS ('I'RE) 2008-00003, 2008-00004, 2008-00005, 2008-00006, 2008-00007 &2008-00008 FILE TITLE: ODOT - BALL CREEK STREAMBANK STABILIZATION REQLJEST: The applicant is requesting Sensitive Lands Review approval to construct a streambank stabilization project to re�lace an earlier emergency repair along an approxunately 100-foot section of Ball Creek In addition, the applicant requests approval for six Tree Removal Permits to remove six trees within the project area ui the draingeway of Ball Creek LOCATION: ODOT right-of-way ad'acent to the Gerber Blades parcel located at Washington County Tax Map 2S112AA,Tax Lot 003�0. COMP PLAN/ ZONE: I-H: Heavy Industrial District. The I-H zoning district provides appropriate locations for intensive industnal uses including industrial service, manufacturuig and production, research and development,warehousing and freight movement, railroad yards,waste-related and wholesale sales activities. Activities in the I-H zone uiclude those which involve the use of raw materials, require significant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics, I-H zoned property has been carefully located to rrLn�m�7.e impacts on established residential,commercial and light industnal areas. APPLICABLE RE VIE W CRITERIA: CommunityDevelopment Code Chapters 18.390, 18.530, 18.775 and 18790. YOUR RIGHT TO PROVIDE WRITTEN COMMENTS: Prior to the Ciry making any decision on the Application, you are hereby provided a fourteen (14) day period to submit written comments on the application to the Caty. THE FOURTEEN (14) DAY PERIOD ENDS AT 5:00 PM ON SEPTEMBER 26, 2008. All comments should be directed to Gary Pagenstecher, Associate Planner (�434) in the Planning Division at the City of Tigard, 13125 SW Hall Boulevard,Tigard,Oregon 97223. You may reach the City of Tigard by telephone at 503-639-4171 or bye-mail to garvt�Cr�tigard-or.gov. ALL COMMENTS MUST BE RECEIVED BY THE CITY OF TIGARD IN WRITING PRIOR TO 5:00 PM ON THE DATE SPECIFIED ABOVE IN ORDER FOft YOUR COMMENTS TO BE CONSIDERED IN THE DECISION- MAKING PROCESS THE QTY OF TTGARD APPREQATES RECEIVING COM1v1ENTS AND VALUES YOUR INPUT. COMIvIENTS WILL BE CONSIDERED AND ADDRESSED WITF--IIN TF-� NOTTC� OF DEQSION. A DEQSION ON T�-IIS ISSLTE IS T'ENTATTVELY SQ�EDULED FOR SEPTEMBER 29, 2008. IF YOU PROVIDE COMiVIENTS, YOU WILL BE SENT A COPY OF THE FULL DEQSION ONC� IT HAS BEEN RENDERED. WRITTEN COMIv1ENTS WILL BECOME A PART OF Tf� PERMANENT PUBLIC RECORD AND SHALL CONTAIN'IT� FOLLOWING INFORMAT'ION: • Address the specific "Applicable Review Criteria" described in the section above or any other criteria believed to be apQlicable to this proposal; • Ra�se any issues and/or concerns believed to be important with sufficient evidence to allow the Ciry to provide a response; • Comments that provide the basis for an appeal to the Tigard Hearings Officer must address the relevant approval criteria with sufficient specificiry on that issue. Failure of any party to address the relevant a proval criteria with sufficient specificity may preclude subsequent appeals to the Land Use Board of �ppeals or Circuit Court on that issue. Specitic findings directed at the relevant a roval criteria are what const�tute relevant evidence. AFTER 'THE 14—DAY GOMIvIENT PERIOD Q.OSES, Tf-� DIRECI'OR SHALL ISSLJE A TrPE II ADMINISTRATIVE DEQSION. Z� DIRECTOR'S DEQSION SHALL BE MAILED TO THE APPLICANT AND TO OWNERS OF RECORD OF PROPERTY LOC'.ATED WITHIN SOO FEET OF 7HE SUBJECT SITE,AND TO ANYONE ELSE WHO SUBMITTED WRITTEN COr�IIvIENTS OR WHO IS OTf�RWISE ENTTTL.ED TO NOTT�. 7� DIRECI'OR'S DEQSION SI IALL ADDRESS ALL OF TI�.RELEVANT APPROVAL C�tITERIA. SASED UPON'I�QtITERIA AND THE FACTS CONTAINED WITHIN'THE RECORD,TI—�E,DIREGTOR SHALL APPROVE,APPROVE WITH CONDITIONS OR DENY TF3E REQUESTED PERMIT OR ACI'ION. SUMMARY OF THE DECISION-MAKING PROCESS: • The application is accepted by the City • Notice u sent to property owners of record within 500 feet of the proposed development area allowing a 14-day written comment period. • The application is reviewed bY City Staff and affected agencies. • Ciry Staff issues a written dec�sion. • Notice of the decision is sent to the Applicant and all owners or contract purchasers of record of the site; all owners of record of property located within 500 feet of the site, as shown on the most recent property tax assessment roll; any City-recognized neighborhood group whose boundaries include the site; and any govermnental agency which is entitled to nouce under an intergovernmental agreement entered into with the City which includes provision for such notice or anyone who is otherwise enti led to such notice. INFORMATION/EVIDENCE AVAILABLE FORREVIEW: The application, written comments and supporting documents relied upon by the Director to make this decision are contained within the record and are available for public review at the Ciry of Tigard Community Development Department. If yr�u want to inspect the file,please call and make an appointment with either the project planner or the plaiuiing technicians. Copies of these rtems may be obtained at a cost of $.25 per page or the current rate charged for th�s service. Questions regarding this application should be directed to the Planning Staff indicated on the fust page of this Notice under the section titled "Your Right to Provide Written Conunents.,, v►riNifri n�.�►� s, :i��_„�r.- „��. ---- �[�E�1 N Iti111N M 111�� _�1 N.ly-�11 N.II 1� T��1 N 11-111 N 111� T[�'1 N.Iti-i_II M 11 M� T��1 N 1\-I�11 M 111 T�E�1 M 1�-1.�1 N.II lti �� l 1[)(_lT-Y�L�_REEh :TFF_�D�'�_�NI� :T_jR1LIZ_�T'I<?N Approx�ma Ball c¢ek Pm�ect Loc Ron � `S �� a I � . , � — J � , �. T� ♦ N �g � � � � � � .._. ,...o,. nM eborrien[ ot�[0 Seo i l 2008.C1maac1MpG1 21 E076Q01000 . 07B600903 EXH 1 B IT� CNL FUNDING 2000-A LP PA ER RNITURE . 75% � PO BOX 1671 1037 BEAVRTN-HLLSDL HWY ORLANDO, 32802 VER 97005 21E076B01200 21E07B800902 EQUILON ENTERPRISES LLC RONALD A NEVE 8,ASSOCIATES LLC PO BOX 4369 4248 SW GALEWODD ST#6 HOUSTON, 77210 LAKE OSWEGO, 97035 2S112AA-00300 2S112AA-00500 GERBER LEGENDARY BLADES WALTON CWOR NELSON 13 LLC 14200 SW 72ND AVE BY TTA/ePROPERTYTAX DEPT 735 PORTLAND,OR 97223 PO BOX 4900 SCOTTSDALE,AZ 85261 21E076801100 25 12AA-00600 INTER-PACIFIC DEVEL CO WA ON CW NELSON 13 LLC 201 LIBERTY ST SE BY TT OPERTYTAX DEPT 735 SALEM, 97301 PO 490 OTTSDALE, Z 85261 2S101DD-00800 2S112AA-00400 IS PROPERTIES LP WA ON CW NELSON 13 LLC BY UNITED RENTALS INC BY TT P PERTYTAX DEPT 735 EPROPERTY TAX PO B 0 PO BOX 4900 DEPT 160 TTSDAL ,AZ 85261 SCOTTSDALE,AZ 85261 21E07BB00304 2 12AA-00900 KRUSE MEADOWS SHOPPING CENTER WA ON CW � NELSON 13 lLC LLC BY TT OPERTYTAX DEPT 735 PO BOX 1119 PO 0 KAMUELA, 96743 OTTSDAL ,AZ 85261 2 E07BB00306 2S112AA-01000 KR E ME OWS SHOPPING CENTER WILLIAMS CONTROLS INDUSTRIES INC LLC 14100 SW 72ND AVE PO X 19 TIGARD,OR 97224 MUELA, 6743 1E078B00804 K SE MEAD WS SHOPPING CENTER LLC PO 119 UELA, 6743 21E07BB00305 K SE M DOWS SHOPPING CENTER LLC PO O 119 MUELA, 96743 21E07B600900 PARKER FURNITURE INC 75% 10375 SW BEAVRTN-HLLSDL HWY BEAVERTON, 97005 � � Mildren Design . .�p Nathan and Ann Murdock PO Box 231265 Attn: Gene Miltlren Tigard, OR 97281 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82�d Avenue 11755 SW 114th Place Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle D. & Evelyn 0. Beach 11285 SW 78�h Avenue 11530 SW 72nd Avenue Tigard, OR 97223 Tigard, OR 97223 Diane Baldwin 3706 Kinsale Lane SE Olympia, WA 98501 Bratl Spring 7555 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 Gretchen Buehner 13249 SW 136'h Place Tigard, OR 97224 John Frewing 7110 SW Lola Lane Tigard, OR 97223 CPO 4B 16200 SW Pacific Highway, Suite H242 Tigard, OR 97224 CPO 4M Pat Whiting 8122 SW Spruce Tigard, OR 97223 CITY OF TIGARD - EAST INTERESTED PARTIES �i:lcurpin\setupllabels\CIT East.doc) UPDATED: 6-Aug-07 Fought & Co, Inc Contract Furnnahings Mart P.O. Box 23759 14160 SW 72 Ave Tigard, Oregon 97281-2359 Suite 110 Tigard, OR 97223 Leifls Auto Collision Centers Selcctron, (nc. 14280 SW 72nd Ave 7225 Southwest Bonita Road Tigard, OR 97224 Tigard, OR 97224 DHL Tigard Grainger Industrial Supply 14344 SW 72nd Ave. 6713 SW Bonita Rd, Tigard, OR 97224 Tigard, Or 97224-8022. Bradlee Distributors Inc. Lifeline 6777 S.W. Bonita Road 6713 SW Bonita Rd, Suite 106 Suite 206 Tigard, OR 97224 Tigard, OR 9722�-8022. Hughes Senco Products 6713 SW Bonita Rd, 6713 SW Bonita Rd, Suite 210 Suite 250 Tigard, OR 97224 Tigard, Or 97224- Pine Meadowgolf Granite Building Products 6713 SW Bonita Rd, 6777 S.W. Bonita Road Suite 270 Suite 120 Tigard, OR 97224 Tigard, OR 97224 Okonite UPS Supply Chain Solutions 6777 S.W. Bonita Road 14160 SW 72°d Ave Suite 150 Suite 150 Tigard, OR 97224 Tigard, OR 97223 Fiskars Brands DSC Window Fashions � Gerber Legendary Blades 13950 SW 72nd Ave 14200 S.W. 72ND AVE. Tigard, OR 97224 Tigard,OR 97224 GVA Kidder Matthews � Williams Controls ATTN: Steven Klein . 14100 SW 72°d Ave. One SW Columbia Street Tigard, OR Suite 950 Portland, OR 97258 United Rentals Walton Cwor Nelson 13, LLC ]4U?0 S W 72nd Ave PO Box 4900 Tigard, OR 97224 Scottsdale, AZ 85261 City of Lake Oswego Planning and Development Department City of Tigard Planning Division PO Box 369 13125 SW Hall Blvd 380 A Avenue Tigard, OR 97223-8189 Lake Oswego, OR 97034 �� AFFIDAVIT OF MAILING - I, Patricia L. Lunsford bein first duly sworn/affirni, on oath depose and say that I am a Planning Administrative Assistant for the City of�I'iga�,Washington County,Oregon and that I served the following: ��k�k,4��s�.(.)�4,a�1 ❑X NOTTC� OF DEQSION FOR SLR2008-00006/TRE2008-00003/TRE2008-00004/TRE2008-00005/TRE2008-00006/TRE2008-00007/TRE2008- 00008 ODOT-BALL CREEK STREAMBANK STABILIZATTON (File No./I�Fanr Reference) � AMENDEDNOTICE � City of Tigard Plaiuiuig Direc.�tor A copy of the said notice being hereto attached,marked E xhibit"A",and by ref erence made a part hereof,was mailed to each nanied person(s) at the address(s) shown on the attached list(s),marked Exhibit"B",and by reference made a part hereof,on Se�tember 29,2008, and deposited in the Uy�e�States Mail on Se�tember 29,2008,postage prepaid. � ' �l (Person tha d N tice) STATE OF OREGON County of Washington ss. City of Tigard Subscribed and sworn/affirmed before me on the �� dayof �CT��E� ,2008. o��ci�s�u. SFIIRLEY L TREAT " NOTARY PUBLIC-OREQON � COMMISS�ON NO.418777 a Q.�'� MY COMMISSION EXPIRES APRIL 25,2011 0� y NOTARY P LIC OF OREGON My Comnvssion E�ires: `��a-5�1� , . EXHIBIT� NOTICE OF TYPE II DECISION ODOT - BALL CREEK '' STREAMBANK STABILIZATION = SENSITIVE LANDS REVIEW (SLR) 2008-00006 120 DAYS = 1/8/2009 SECTION I. APPLICATION SUMMARY FILE NAME: ODOT - BALL CREEK STREAMBANK STABILIZATION CASE NOS.: Sensitive Lands Review(SLR) SLR2008-00006 Tree Removal('IRE) TRE2008-00003 thru TRE2008-00008 PROPOSAL: The applicant is requesting Sensitive Lands Review approval for Ball Creek streambank stabilization to replace an earlier emergency repair along approximately 100-feet of the creek In addition,the applicant requests ap�roval for Tree Removal pernuu for six trees proposed to be removed withui the project area in the draingewayfor Ball Creek. APPLICANT/ OWNER Oregon Department of Transportation(ODO'I) c/o Sam Hunaidi 6000 SW Raab Road Porrland,OR 97221 COMPREHENSIVE PLAN/ZONE DESIGNATION: I-�L• Heavy Industrial District. The I-H zoning district provides appropriate locations for intensrve industrial uses including industrial service,manufacturmg and production, research and development, warehousulg and freight movement, railroad yards, waste- related and wholesale sales activities. Act�vities in the I-H zone include those which involve the use of raw materials,require significant outdoor storage and generate heavy truck and/or rail traffic. Because o} these characteristics,I-H zoned property has been carefully located to m;,,;rr,;�P impacts on established residential, commercial and light industnal areas. LOC.�ITION: ODOT Right-of-Way, adjacent to the Gerber Blades parcel, Washington County Tax Map 2S 112AA,Tax Lot 00300. APPLICABLE RE VIE W CRITERIA: CommunityDevelopment Code Chapters 18.390, 18.530, 18.775 and 18.790. SECTION II. DECISION Notice is hereby�iven that the Community Development Director's desi�nee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section V of this Decision. SLR2008-00006 ODOT- BALL CREEK STREAMBANK STABILIZATTON PAGE 1 OF 5 THIS APPROVAL SHALL BE VALID FOR EIGHTEEN(18) MONTHS FROM THE EFFECTIVE DATE OF THIS DEQSION. SE CTION III. BACKGROUND INFORMATION Site Historv: As a result of the December 2007 storms that caused Ball Creek to start eroding the eastern bank at the project site, threatening the retaining wall of the I-5/OR 217 on-ramp. To prevent a slide from closing the on-ramp, in January 2008, ODOT conducted an emergency repair wluch consisted of placing large rocks and rip-rap that encompassed the failed slope: The emergency repair was intended to be a temporary f� until a more pern�anent solution could be put in place to stabilize the slope. Because the emergency repair was intended to be temporary, ODOT is concerned that the temporary materials will not hold through another wet winter season which could result in further erosion sliding onto the I-5/OR 217 on-ramp. This f acility is crucial to interstate f reight mobility and the traveling public. ODOT has designed a project to stabilize the slo�e bank with a inore permanent environmentally sound ve�etated solution that will promote bank stab�ry, minimi�P erosion, and maintain and enhance water quahty consistent with all the agencies. Vicinity Inforrnation and Proposal Description: The Ball Creek stream stabiLzation pro�ect area is located in the I-H zone, along the properry line of the Gerber Blades parcel on the west and the ODOT right-of-way on the east. The creek is ui a narrow channel as it runs north/south between the parking lot and the I-5 embankment. Just upstream of the proJ'e�ct area, the creek emerges from a culvert under I-5; just downstream, the creek leads west between parking lots to its confluence with Fanno Creek approximately 3,000 feet west. Several I-5 drainage outfalls e�st in the project area. Various trees and ripanan vegetation m the project area are proposed for removal along the east embankment to accommodate the stabilization design. The applicant is requesting Sensitive Lands Review approval for Ball Creek streambank stabilization to replace an earlier emergency repair along approximately 100-feet of the creek. In addition, the a�plicant requests approval for Tree Removal pernuts for s� trees proposed to be removed within the pro�ect area in the draingeway for Ball Creek. Cu-cumstances of this A lication Late discovery by ODO of the Sensitive Lands pernut required by the City for the work in a drainageway resulted in an a�pl�cation that was deemed complete on September 9, 2008. Because the project had to be completed withui the in-water work window ending September 30,2008,the project became an emergency repau-to a public facility(I-5), which is an allowed use as an exemption under TDC 18.775.020.C.1. Based on this change in status of the project, ODOT was allowed to initiate work on September 15, 2008, prior to the public comment period and prior to issuance of this decision with the understanding that any le�al or other �ssues related to the work would be fully the responsibility of ODOT (Ema�l from Dick Bewersdorff,Tigard Planning Manager,to Marah Daruelson, ODOT Seruor Planner,September 11,2008). SECTION IV. NEIGHBORHOOD COMMENTS The Tigard Community Development Code requires that�rop erty owners within 500 feet of the subject site be notified of the proposal, and be given an oppomuuty for wntten comments and/or oral testimony prior to a decision being made. Notice of the Pending Decision was mailed to property owners on September 12, 2008. In addition, on Se�tember 15, 2008, staff posted a notice at the drivewayto the site, visible from SW 72nd Avenue. The Caty did not receive any comments from neighbors or interested parties. SLR2008-00006 ODOT- BALL QtEEK STREAMBANK STABILIZA'IION PAGE 2 OF 5 SECTION V. APPLI(�BLE REVIEW CRITERIAAND r1NDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECI'IONS: Develo�ment Standards (18.530.040): All development must comply wi i: 1. All of the applicable development standards contained in the underlying zoning district, except where the applicant has obtained variances or adjustments in accordance with Chapters 18.370. 2. All other applicable standards and requirements contained in this title. The proposed streambank stabilization does not involve constniction of any structures. Therefore, the development standards for the heavy industrial zone do not apply.However, as reviewed below the proposed stabilization is consistent with the applicable standards in the Sensiuve Lands (18.775) and �I'ree�temoval (18.790) chapters. Sensitive Lands (Section 18.775): Section 18.775 states that the irector shall have the authority to issue a sensitive lands permit in the following areas by means of a Type II procedure, as governed in Section 18.390.040, using approval criteria contained in Section 1$.775.Q70 GE: • Draina eways; • Slopes �at are 25% or greater or unstable ground; and • Wedand areas which are not regulated by other local, state, or federal agencies and are designated as significant wedands on the Comprehensive Plan Floodplain and Wedand Map. Draina ewa s. The appropriate approval authority shall approve, approve with conditions or eny an app ication request for a sensitive lands permit within drainageways based upon findings that all of the following criteria have been satisfied: The e�ent and nature of the proposed land form alteration or development will not create site disturbances to the extent greater than that required for the use; As shown in the applicant's submittal, the site disturbances are the nunimum necessary to provide the desired bank stabilization. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property; The applicant has submitted an erosion control plan that shows erosion control measures will be employed during the construction period. In addition, the C1ean Water Services and LJS Army Corps of Engmeers pernuts regulate erosion control. The purpose of the action is to prevent catastrophic failure of the stream bank and associated adverse impacts to the creek. The water flow capacity of the drainageway is not decreased; According to the.applicant's narrative, the proposed roject will slightly increase the flow capacity of the draingeway resulting from removal of matenal placed�or the initial emergency repair. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening; The appli� cant's narrative states that natural vegetation will be replanted upon completion of the project. C1ean�X/ater Services Service Provider Letter (08-002746) requu-es the vegetated cornidor to be en-hanced to meet or exceed ood corridor condition as defined in R&0 07-20, Section 3.14.2, Ta b le 3-3. Pursuant to 18.745.060.C.1.b, � enhancement provides at least equivalent protection, and is therefore acceptable. The drainageway will be replaced by a public facility of adequate size to accommodate ma�umum flow in accordance with the adopted 1981 Master Drainage Plan; $LR2ppg-pppp6 OnOT- BALL CREEK STREAMAANK STABILIZATTON PAGE 3 OF 5 The drainagewayis not being rep�dced, but restored. Therefore,this standaru does not apply. The necessary U.S. Anny Corps of Engineers and State of Oregon Land Board, Division of State Lands (DSL) approvals shall be obtained; The applicant has submitted DSL pernut 41125-GA and Corps Pemlit NWI'-2008-479, consistent with this standard. Where landform alterations and/or development are allowed within and adjacent to the 100-year floodplain the City shall require the consideration of dedication of su�cient open land area within anc� adjacent to the floodplain in accordance with the Com rehensive Plan. This area shall include portions of a suitable elevation for the construction o�a pedestrian/bicycle pathway within the floodplain in accordance with the adopted pedestrian bicycle pathway plan. The project area at elevation 155, is approximately 3,000 feet east of the Fanno Cxeek floodplain at elevation 135. T�ie area of alteration is not anthin or adjacent to a floodplain; therefore this standard does not apply. FINDING: Based on the analysis above, the applicant's plan is consistent with the Sensitive Lands standards for alterations in drainageways. Tree Removal (18.790.050): Tree removal perm�l�be required only for the removal of any tree which is located on or in a sensitive land area as defined by Chapter 18.775. The permit for removal of a tree shall be processed as a Type I procedure, as governed by Section T8.390.030, using the following approval cnteria: Removal of the tree must not have a measurable negative impact on erosion, soil stability, flow of surface waters or water quality as evidenced by an erosion control plan which precludes: a. Dep osits of mud, dirt, sediment or similar material exceeding 1/2 cubic foot in volume on public or private streets, adjacent property, or into the storm and surface water system, either by direct deposit, dropping, disci�arge or as a result of the action of erosion; b. Evidence of concentrated flows of water over bare soils; turbid or sediment-laden flows; or evidence of on-site erosion such as rivulets on bare soil slope�s where the flow of water is not filtered or captured on site usin� the techniques of Chap ter 5 of the Washington County Unified Sewerage Agency Environmental Protection andErosion Control rules. The trees proposed for removal are within the project area. The pro'ect involves excavating the streambank and reconstructing it with coir logs and vegetation to provide �ong-term stabilization of the bank. The plan includes replanting the bank with trees and other vegetation pursuant to CWS's enhancement standards. The erosion control measures required by CWS will ensure the proposed tree removal and excavation will not have a measurable negative unpact on erosion, consistent with these standards. Within stream or wetland corridors, as defined as 50 feet from the boundary of the stream or wetland, tree removal must maintain no less than a 75% canopy cover or no less than the existing canopy cover if the existing canopy cover is less than 75%. The streambank stabilization project is located within the Ball Creek stream corridor. According to the applicant's narrative, 1,875 square feet of riparian vegetation including six trees will be removed to reconstruct the embankment. As a result the canop y will be removed and offer no cover in the project area. The purpose of the project is stream�ank stab�lization,which has been conditioned by the applicant's CWS Provider Letter to provide corridor enhancement to meet or exceed good corridor condition as defined in R8z0 07-20, Section 3.14.2,Table 3-3, consistent with this standard. FINDING: Based on the analysis above, the applicant's plan is consistent with the applicable Tree Removal standards. SLR2008-00006 ODOT- BALL QtEEK STREAMB[\I�IIC STABILIZATION PAGE 4 OF 5 SECTION VI. OTHElc�TAFF COMMENTS The City of Tigard Engineerin Department commented that the proposed work is within the Ball Cxeek drainageway regulated by �C 18.775.070 D. 1:7. The applicant's submittal is an.adequate showing of comphance with these standards. In particular, all proposed work�s u-itended to mauitain the conveyance capacity of the drainageway and restore d�sturbed ground to prevent erosion and provide for unproved w�ater qual�ty. City.of Tigard Arborist provided comments which is addressed in the Tree Removal section of this dec�sion. SECTION VII. AGENCY COMMENTS Clean Water Services issued a Service Provider Letter (08-002746) dated September 4, 2008 with conditions regarding erosion control and vegetated corridor enhancement,among others. The Oregon Division of State Lands has a roved the streambank stabilization project in letter dated August 1�,2008,under permit number 41125-�A. The US Army Corps of Engineers has permitted the streambank stabilization project in a letter dated August 5, 2008 under perniit number NWIj-2008-479. Oregon Department of Fish and Wildlife and the City of Lake Oswego have had an opportuniry to review this proposal and offered no comments or objections. SECTION VIII. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON SEPTEMBER 29, 2008 AND EFFECI'IVE ON OC,'TOBER 14, 2008 LJNLESS AN APPEAL IS FILED. DA� Deal-: The llirector's Decision is on a Type II review final on the date that it is mailed. Any party with standing as provided in Section 18.390�40.G.1. may appeal this decision in accordance with Section 18.3�90.040.G.2. of the Tigard Communiry Development Code which provides that a written appeal together with the required fee shall be filed with the I�irector within ten (r0) business days of the date the Notice of Decision was mailed. The �appeal fee schedule and forms are available from the Plarming Division of Tigard CityHall, 13125 SW Hall Boulevard, Tigard,Oregon 97223. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON OC.,"TOBER 13, 2008. �_ �estio,ns: ltyo u have any�questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard,Tig regon at 03) 639-4171 �� l ✓ Se�tember 29,2008 PREPARED BY: G Pagenstec er DATE Associate Planner Se�tember 29,2008 APPROVED BY: Ric ar Bewers DATE Planning Manager SLRZ008-00006 C�DOT- BALL QtEEK STREAMI3ANK STABILIZATTON PAGE 5 OF 5 Q � � �� r � � • ' � ' H � II �, '� � ` L .^ � I I I II � GEOGFAPniCINFORMATION SvSTEM �- -- � �� ` � VICINITY MAP -- DR - SANDBURG ST � P ______________ SLR2008-00006 TRE2008-00003 � � � TRE2008-00004 TRE2008-00005 �`�� TRE2008-00006 , TRE2008-00007 � �' � TRE2008-00008 �k�w" � ODOT— BALL CREEK r STREAMBr1NK STA�3ILIZATION � t , Approxirriate Ball Creek LANDMARK LN_ , Project Location ff I - - - I _ / � -� L—� ��-- ---�-- � , ,�.�,,.,� �_�s� , , , , . -- --- - ' 7 ' / " .'„t5 G�4.;. I �1 OQ Q . — - - . -_ . . 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W -_+.�'/ aor nw R8'Choin L ink -�,� �� .. - - -_ ,°�° _ •'�a � � '", G � (2)Wood Sign Posts J'Y` _ °° " 1��t h "VIS/7� PA - -- � � .g 72�� 4 � � _- � � / z E.2 J2a 60C 3�34 33 _ F p '�� '-�11�" _ :� �_� -� — � � 8'Chain Link W Barbed Wire AtSp :a 4 �,', 4" � ��=,- ne ab'"`��F�. �� :.'�� (�fne unty L;ne OnIY Une Only =''—' ��," � / °� 8'Chain Link /Borge°d.Wire Alop Top Sondbog Woll •�GERBER LEGENDARY BLA'DES" F,. �� ,,:�0"� -•4��/ I arking Lo1 SonObog Woll- Foce � �' u o� o�<� �`M .�y' �\ .,G°�f d�'AO 7)9�6�y2' SS}�8��:'4 � ., e o��9 F o,25 `68��,.,:� �� 4 PVC . 0 Ap �� q152� .,y' I Line �/1/y OS� 91�. HEZ/;� �p� � Spieter PropeNles.L.P. � � ,�``� Porking LOf , I 93-095994 �. ` oo R•ru I �'�� GERBER BLADES �' �� ' Asqard,LL.C. %-090137 `',�� Q o `��°° vi I� �_�_ . � _ i T 01[OOMOBIJRIBROi1MIr101RA1CN 'y�./ 60 JO 0 60 �20 i80 ' .y`� PR iracrt:aox+o�arrwt F EE r ��FC9,N0�(fJo .V�,N EFq '�� u�u CR[[IrIIGII uMC�tullu�nM �� I�CIf�C x1f.r�r �„� o�ECO+ „ ,a.w�.i •• o M O i Mwa• . ��0 9�F o`�a ..�,� `I �r��o�i¢�i:-si-:oo9 �� GH � F:�,ODCT_DnTA�.Pro;ects�OR21'_5ail Creek_Gerber`,06 CaGD�Des�gn'�Bai '�Cr_Flood_Rev�_I .dgn : : Defauit 9ig/200�, �'10:20:16 4M hwye68v 1:0360_DP - OOt � SLR2008-0000G, _E2008-00003/TRE2008-00004/ Ore�on Department of Transportation TRE2008-00005/TRE2008-00006/TRE2008-000078/ � Region 1 —District 2r� c/o Sam Hunaicii TRE2008-00008 6000 SW Raab Road ODOT —BALL CREEK STREAMBANK Portland, OR 97221 STABILIZATION EXHIBII�.� . � . q AFFIDAVIT OF MAILING - I, Patricia L. Lunsford bein�first duly sworn/affirm, on oath depose and say that I am a Planning Aclministrative Assistant for the City of tI'iga ,Washington County,Oregon and that I served the following: �(hck l4'F'^'F�wc Box(s)Rrb..� ❑X NOTTCE OF DEQSION FOx: SLR2008-00006/TRE 2008-00003/TRE 2008-00004/TRE2008-00005/TRE 2008-00006/TRE2008-00007/TRE2008- 00008 ODOT-BALL CREEK STREAMBANK STABILIZATION (Fik No./Nure Re{erence) � AMENDED NO�TIC:E � Gty of T"igard Planning Director A copy of the said notice being hereto attached,marked E xhibit"A",and by ref erence made a part hereof,was mailed to each named person(s) at the address(s) shown on the attached list(s),marked E�ibit"B",and byreference made a part hereof,on Se�tember 29,2008,and deposited in the United States Mail on Se�tember 29,2008,postage prepaid. � � _ _ � j �� (I'erson that Pre otice)" STATE OF OREGON County of Washington ss. City of Tigard � Subscribed and sworn/affirmed before me on the �s dayof �T�� ,2008. oFFlCU►�s� •i11RLEY L TI�AT NOTAFiY PUBLIC•OiiE�ON ,� e�� COMMISSION NO.4/8777 �r�°MMissi°N°c�t�s'��s,2°» N TARY PUBLIC OF OREGO MyConunissionExpires: �Ias ll � � EXHIBIT� NOTI CE OF TYPE II DE CI SION ODOT - BALL CREEK '' STREAMBANK STABILIZATION = SENSITIVE LANDS REVIEW(SLR) 2008-00006 120 DAYS = 1/8/2009 SECTION I. APPLICATION SUMMARY FILE NAME: ODOT- BALL CREEK STREAMBANK STABILIZATION CASE NOS.: Sensitive Lands Review(SLR) SLR200&00006 Tree Removal ('IRE) TRE2008-00003 thru TRE2008-00008 PROPOSAL: The applicant is requesting Sensitive Lands Review ap proval for Ball Creek streambank stabilization to replace an earlier emergency repair along approximately 100-feet of the creek In addition, the applicant requests approval for Tree Removal permits for six trees proposed to be removed within the project area in the draingewayfor Ball Cxeek APPLICANT/ OWNER Oregon Department of Transportation(ODO'I� c/o Sam Hunaidi 6000 SW Raab Road Portland,OR 97221 COMPREHENSIVE PLAN/ZONE DESIGNATION: I-I-� Heavy Industrial District. The I-H zoning district provides appropriate locations for intensive u7dustrial uses including industrial service, manutacturing and production, research and development, warehousin� and freight movement, railroad ya�is, waste-related and wholesale sales activities. Activities in the I-H zone include those which involve the use of raw materials, require significant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics, I-H zoned property has been carefully located to m;n;m;�P impacts on established residential,conunercial and light industrial areas. LOCf1TION: ODOT Right-of-Way; adjacent to the Gerber Blades parcel, Washington County Tax Map 2S112AA,Tax Lot 00300. APPLICABLE RE VIE W CRITERIA: CommunityDevelopment Code Chapters 18.390, 18.530, 18J75 and 18J90. SECTION II. DECISION Notice is hereby given that the Caty of Tigard Communiry Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in the full decision, a�ailable at Caty Hall. � THIS APPROVAL SHALL BE VALID FOR 18 MONTHS �ROM '1'HE EFrEC;I'IVE DATE O�F THIS DECISION. All documents and applicable criteria in the above-noted file are available for inspection at no cost or copies can be obtained for taenty-five cents (25�) per page,or the current rate charged for copies at the tune of the request. SECTION III. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies I Final Decision: THIS DE CISION IS FINAL ON SE PTEMBE R 29, 2008 AND BE COME S EFFECTIVE ON OCI'OBER 14, 2008 UNLESS AN APPEAL IS FILED. DA- �e-al-: The D-irector's Decision is final on the date that it is mailed. All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision as�provided in Section 18.390.040.G.1 may appeal this decision in accordance with Section 18390.040.G.2 of the Tigard Commuruty Development Code which.provides that a written appeal together with the required fee shall be filed with the Director within ten �10) busuiess days of the date the Notice of Dec�sion was mailed. The appeal fee schedule and forms are ava able from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard,Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues ident�fied in the written comments submitted by the parties during the comment period. Additional evidence concerning�ssues properly raised in the Notice of Appeal may be subirutted by any party dunn�the appeal hearing,subject to any additional rules of procedure that maybe adopted from tune to tune by the appe ate body. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON OCTOBER 13, 2008. Fo�estions: er information please contact the Planning Division Staff Planner, Ga Pa enstecher at (503) 639-4171, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223 or by ema to gar�pCa�tigard-or.gov. �_ . _ - -- . - __, ; . �` �\ / �� 'Ii�:INl�I�'1 nIAP '� v �LR]�,� _ .,_..____ TTiF=�x�i4.�� TI:�.=�x�v�n ni y ��'.=ixi4.�� - �F=i x i4.��+�i N� ��'iX � TFE_�xr,i-� �ns �:�D��T-R_{LL�H.[EI: STRE.{P.[F'�.iN I: ;T.�YILI2.ITI�.�N Appsnma Bc➢C�eek P�qea I.oc mn I '� ❑ � � I. — �__ �l� N � M ��/ M � � »., LM�..+P ...w._ a e . �i�Kqc�n _ � y " �t —_;�r;w—sr;a-« `� � '.+x eu �v p`~ �■ 3� ,� �- w . — Portr f✓NNa fz�. _—�.��_ Jz�•, �V� � ��,:N . i � � `lt � k �� t �_ �.15� ...l i . • � � ' � ' ` �� LC�y`� T"5+� "E�" _...i • � ''s'c,�_bC9e , �eaT — • . . . coi^, . . .. , � _ c�e . o �e: . ,S�' .- -' �� - , - ,. � , L2S..RJE..w.u. �° � _ _�� '. 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'=' ,�"` %.m,�, �� ,, ,, _ r a�.�n.adu.n..a.. �� 60 )C 0 �� .2i, ir., .41�IR0��J, ��'i�n�e�� /.�� L�.`�``� .., .. �_ ��.C� .... �„ - ..... _ �. -_'2�'S�: _ _. _n ._ -._ .,t GL_. __ -'.5� � . ..___- ._� __ u_ ' 3'{.5�2�09. i'�:?L'�.€ dA' .. ec9�.�� :Gt._.rP vC� CNL F N DING 2000-A LP PA 07 ER090 RNITUR� �75°/a EXH I B IT.� P O B O X 1 671 10 37 B EAV R TN-HLL S DL H W Y ORLANDO, 32802 VER 970D5 21E07BB01200 21E07BB00902 EQUILON ENTERPRISES LLC RONALD A NEVE&ASSOCIATES LLC PO BOX 4369 4248 SW GALEWODD ST#6 HOUSTON, 77210 LAKE OSWEGO, 97035 2S112AA-00300 2S112AA-00500 GERBER LEGENDARY BLADES WALTON CWOR NELSON 13 LLC 14200 SW 72ND AVE BY TTA/ePROPERTYTAX DEPT 735 PORTLAND, OR 97223 PO BOX 4900 SCOTTSDALE,AZ 85261 21E07B801100 2S 12AA-00600 INTER-PACIFIC DEVEL CO WA ON CW NELSON 13 LLC 201 LIBERTY ST SE BY TT OPERTYTAX DEPT 735 SALEM, 97301 PO 490 OTTSDALE, 85261 25101DD-00800 2S112AA-00400 IS PROPERTIES LP WA ON CW NELSON 13 LLC BY UNITED RENTALS INC BY TT P PERTYTAX DEPT 735 EPROPERTY TAX PO B 0 PO BOX 4900 DEPT 160 TTSDAL ,AZ 85261 SCOTTSDALE,AZ 85261 21E0768003D4 2 12AA-0090D KRUSE MEADOWS SHOPPING CENTER WA ON CW NELSON 13 LLC LLC BY TT OPERTYTAX DEPT 735 PO BOX 1119 PO 0 KAMUELA, 96743 OTTSDAL ,AZ 85261 2 E07BB00306 2S112AA-01000 KR E ME OWS SHOPPING CENTER WILLIAMS CONTROLS INDUSTRIES INC LLC 14100 SW 72ND AVE PO X 19 TIGARD, OR 97224 MUELA, 6743 1E078B00804 K SE MEAD WS SHOPPING CENTER LLC PO 119 UELA, 6743 21E078800305 K SE M DOWS SHOPPING CENTER LLC PO O 119 MUELA, 96743 21E07BB00900 PARKER FURNITURE INC 75°/a 10375 SW BEAVRTN-HLLSDL HWY BEAVERTON, 97005 y Nathan and Ann Murdock Mildren Design .,up PO Box 231265 Attn: Gene Mildren Tigard, OR 97281 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82�d Avenue 11755 SW 114�h Place Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle D. & Evelyn 0. Beach 11285 SW 78th Avenue 11530 SW 72nd Avenue Tigard, OR 97223 Tigard, OR 97223 Diane Baldwin 3706 Kinsale Lane SE Olympia, WA 98501 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 Gretchen Buehner 13249 SW 136'h Place Tigartl, OR 97224 John Frewing 7110 SW Lola Lane Tigard, OR 97223 CPO 46 16200 SW Pacific Highway, Suite H242 Tigard, OR 97224 CPO 4M Pat Whiting 8122 SW Spruce Tigard, OR 97223 CITY OF TIGARD - EAST INTERESTED PARTIES (i:lcurpinlsetupllabelslClT East.doc) UPDATED: 6-Aug-07 � Contract Furnishings Mart Fought & Co, Inc 14160 SW 72°d Ave P.O. Box 23759 Tigard, Oregon 97281-2359 Suite 110 Tigard, OR 97223 Leif's Auto Collision Centers Selectron, fnc. 14280 SW 72nd Ave 7225 Southwest Bonita Road Tigard, OR 97224 Tigard, OR 97224 DHL Tigard Grainger Industrial Supply 14344 S W 72nd Ave. 6713 S W Bonita Rd, Tigard, �R 97224 Tigard, Or 97224-8022. Bradlee Distributors Inc. Lifeline 6777 S.W. Bonita Road 6713 SW Bonita Rd. Suite 106 Suite 206 Tigard, OR 97224 Tigard, OR 9722�-8022. Hughes Senco Products 6713 SW Bonita Rd, 6713 SW Bonita Rd, Suite 210 Suite 250 Tigard, OR 97224 Tigard, Or 97224- Pine Meadowgolf Granite Building Products 6713 SW Bonita Rd, 6777 S.W. Bonita Road Suite 270 Suite 120 Tigard, OR 97224 Tigard, OR 97224 Okonite UPS Supply Chain Solutions 6777 S.W. Bonita Road 14160 SW 72"a Ave Suite 150 Suite 150 Tigard, OR 97224 Tigard, OR 97223 � � Fiskars Brands DSC Window Fashions � Gerber Legendary Blades 13950 SW 72nd Ave 14200 S.W. 72ND AVE. Tigard, OR 97224 Tigard,OR 97224 GVA Kidder Matthews � Williams Controls ATTN: Steven Klein 14100 SW 72°d Ave. One SW Columbia Street Tigard, OR Suite 950 Portland, OR 97258 United Rentals Walton Cwor Nelson 13, LLC 14020 SW 72nd Ave PO Box 4900 Tigard, OR.97?24 Scottsdale, AZ 85261 City of Lake Oswego Planning and Development Department City of Tigard Planning Division PO Box 369 13125 SW Hall Blvd 380 A Avenue Tigard, OR 97223-8189 Lake Oswego, OR 97034 .. c � � AFFIDAVIT OF POSTING NOTICE ' OF A LAND USE PROPOSAL . . . IMPORTANT NOTICE: THIS AFFIDAVIT MUST BE ACCOMPANIED BY A COPY OF THE NOTICE THAT WAS POSTED ON THE SITE. In the i�latter of the Proposed l,and �se .�pplications for: Land Use File Nos.: SLR2008-00006/TRE2008-00003,2008-00004,2008-00005,2008-00006, 2008-00007 &2008-00008 Land Use File Name: ODOT—BALL CREEK STREAMBANK STABILIZATION I, Gary Pagenstecher, Associate Planner for the Cit�� of Tigard, do affirm that I posted norice of the land use proposal affecting the land located at (state the approx�ate location(s) IF no address(s) and/or tax lot(s) currently registered) ��TU SW 72N and did personally post norice of the proposed land use application(s) by means of weatherproof posting in the general vicuuty of the affected territory, a eopy of said notiee being hereto attaehed and by reference made a part hereof, on the�day of s�-�b�f�'�"� 2008. . � Signature of erso ho Performed Posting h:`Ju�vn\�ntt�',ma.ter,`,attid:�crt ul��.nn};[ur a�iplirnm tu��ost puhlic hiarvi�.duc ODOT BALL CREEK STREAMBANK STABILIZATIOI� SENSITIVE LANDS REVIEW (SLR) 2008-00006/ ° s+ TREE REMOVAL PERMITS (TRE) 2008-00003, 2008-00004, 2008-00005, 2008-00006, 2008-00007 & 2008-00008 REQUEST: The applicant is requesting Sensitive Lands Review approval to construct a streambank stabilization project to replace an earlier emergency repair along an approximately 100-foot section of Ball Creek. In addition, the applicant requests approval for six Tree Removal Permits to remove six trees within the project area in the drain�eway of Ball Creek. LOCATION: The Oregon Department of Transportation (ODO'I� right-of-way adjacen. �o the Gerber Blades parcel located at Washington County Tax Map 2S112AA, Tax Lot 00300. COMPREHENSIVE PLAN DESIGNATION/ZONE: I-H: Heavy Industrial District. The I-H zoning district provides appropriate locations for intensive industrial uses including industrial service, manufacturing and production, research and development, warehousing and freight movement, railroad yards, waste-related and wholesale sales activities. Activities in the I- H zone include those which involve the use of raw materials, require significant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics, I-H zoned property has been carefully located to minimize impacts �n established residential, commer��l and light industrial areas. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.530, 18.775 and 18790. Further information may be obtained from the Planning Division (staff contact: Garv Pagenstecher, Associate Planner (x2434� at 13125 SW Hall Blvd., Tigard, Oregon 97223, or by calling 503-639-4171 or by email to ga(a�tigard-or.gov. A copy of the application and all documents and evidence submitted by or on behalf of the applicant and the applicable criteria are available for inspection at no cost and copies for all items can also be provided at a reasonable cost. . , �eo�enPNic ir�FOaMnrioN svsrem � AREA NOTIFIED (500') SwkRVSFWAY I �� I, FOR: O.D.O.T. s,�,,,, (Ball Creek Stream �, Bank Stabilization) RE: 2S I I 2AA, 300 '' ! I (I 4200 SW 72nd Ave.) ��_ '� ��. - . RT}1YY �� LANDMARKLN � ----------- � smrw�w � Property owner information �� is valid for 3 months from the date printed on this map. II Isw n�aoows Ra j � � �ww eww�w — � � � rr��_—�-- ------ o, a,� � -- - _ --- - I I � ; � � J — s�. ,�..�� - --� I N BONITA RD 0 700 200 300 400 500 Feet �I 1'.=365 feet �-- , �\ I� a" � _ , - �o�� I � Infortnation on thia map ia for peneral bcation ony arW shauld be venfied wA�Me Developnent Services Divisbn. � 13125 SW Hall Blvd m Tigard,OR 97223 __ p (503)639-4171 � hitpl/www.n.tlgard ocus Community Development Plot date:Aug 5,2008;C:lmagiclMAGIC03.APR 21E078601000 � , 07B800903 CNL FUNDING 2000-A LP PA ER RNITURE INC 75% PO BOX 1671 1037 BEAVRTN-HLLSDL HWY ORLANDO, 32802 VER 97005 21E076801200 21E07BB00902 EQUILON ENTERPRISES LLC RONALD A NEVE&ASSOCIATES LLC PO BOX 4369 4248 SW GALEWODD ST#6 HOUSTON, 77210 LAKE OSWEGO, 97035 2S112AA-00300 2S112AA-00500 GERBER LEGENDARY BLADES WALTON CWOR NELSON 13 LLC 14200 SW 72ND AVE BY TTA/ePROPERTYTAX DEPT 735 PORTLAND,OR 97223 PO BOX 4900 SCOTTSDALE,AZ 85261 21E07B601100 2S 12AA-00600 INTER-PACIFIC DEVEL CO WA N CW NELSON 13 LLC 201 LIBERTY ST SE BY TT OPERTYTAX DEPT 735 SALEM, 97301 PO 490 OTTSDALE, 85261 2S101DD-OOSDO 2S712AA-00400 IS PROPERTIES LP WA ON CW NELSON 13 LLC BY UNITED RENTALS INC BY TT P PERTYTAX DEPT 735 EPROPERTY TAX PO B 0 PO BOX 4900 DEPT 160 TTSDAL ,AZ 85261 SCOTTSDALE,AZ 85261 21E076800304 2 12AA-00900 KRUSE MEADOWS SHOPPING CENTER WA ON CW NELSON 13 LLC LLC BY TT OPERTYTAX DEPT 735 PO BOX 1119 PO 0 KAMUELA, 96743 OTTSDAL ,AZ 85261 E07B800306 25112AA-01000 KR E ME OWS SHOPPING CENTER WILLIAMS CONTROLS INDUSTRIES INC LLC 14100 SW 72ND AVE PO X 9 TIGARD, OR 97224 MUELA, 6743 1E078B00804 K SE MEAD WS SHOPPING CENTER LLC PO 119 UELA, 6743 21E07BB00305 K SE M DOWS SHOPPING CENTER LLC PO O 119 MUELA, 96743 21E076B00900 PARKER FURNITURE INC 75% 10375 SW BEAVRTN-HLLSDL HWY BEAVERTON, 97005 Nathan and Ann Murtlock Mildren Design Group PO Box 231265 Attn: Gene Mildren Tigartl, OR 97281 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82�d Avenue 11755 SW 114ih Place Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle D. & Evelyn 0. Beach 11285 SW 78�h Avenue 11530 SW 72nd Avenue Tigard, OR 97223 Tigard, OR 97223 Diane Baldwin 3706 Kinsale Lane SE Olympia, WA 98501 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 Gretchen Buehner 13249 SW 136ih Place Tigard, OR 97224 John Frewing 7110 SW Lola Lane Tigard, OR 97223 CPO 4B 16200 SW Pacific Highway, Suite H242 Tigard, OR 97224 CPO 4M Pat Whiting 8122 SW Spruce Tigard, OR 97223 CITY OF TIGARD - EAST INTERESTED PARTIES (i:lcurpinlsetupllabelslClT East.doc) UPDATED: 6-Aug-07 CITY OF TIGA�D COI�'IlVILJNITY DEVELOPMENT DEPAR`I'1VIENT ,� PLANI�TING DIVISION _ 13125 SW HALL BOULEVARD - TTGARD, OREGON 97223 PHONE: 503-639-4171 FAX: 503-624-3681 (Attn: Patty/Planning) EMAIL: patty o�tigard-or.gov REQLIEST FOR 5OO-FOOT PROPERTY OWNER MAILING LIST Property owner information is valid for 3 months from the date of your request INDICATE ALL PROJECT MAI' &TAX LOT NUMBERS (i.e. 1S134AB, T�Lot 00100) OR THE ADDRESSES FOR ALL PROJECT PARCELS BELOW; (If more than 1 tax lot or if the parcel has no address,you mu t separately identify each tax lot associated with the project) � S� 1.��/-�-- l'L� � o�G' , ' ��.� r � . ' � ' � � � � PLEASE BE AWARE THAT ONLY 1 SE OF LABELS WILL BE PROVIDED AT THIS TIME FOR HOLDING YOUR NEIGHBORHOOD MEETING. After submitting your land use application to the City, and the project planner has reviewed your application for completeness, you will be notified by means of an incompleteness letter to obtain your 2 final sets of labels. IF YOU HAVE BEEN NOTIFIED BY PLANNING TO OBTAIN YOUR LABELS, PLEASE INDICATE BELOW THAT YOU NEED 2 SETS OF LABELS. ❑ Completeness Letter Received Indicating 2 Sets of Envelopes w/Affixed Address Labels Required The 2 final sets of labeLs need to be placed on envelopes (no self-adhesive envelopes please) with first class letter- rate postage on the envelopes in the form of postage stamps (no metered envelopes and no return address) and resubmitted to the City for the purpose of providing nouce to property owners of the proposed land use application and the decision. The 2 sets of envelopes must be kept separate. The person listed below will be called to pick up and pay f or the labeLs when they are ready NAME OF CONTACT PERSON: `�`�"�' PHONE: ��S�i )-7�� - 3�� NANIE OF COMI'ANY: �,.1�� ' FAX: � �- - EMAIL: This request may be emailed, mailed, faxed, or hand delivered to the City of Tigard. Please allow a 2-day m;n;mum for processing requests. Upon comp l�e�tion of your request, the contact person listed will be called to pick up their request that will be placed in "V�ill C:all" by the comp any name (or by the contact person's last name if no compan� at the Plannuig/Enguieering Counter at the Permit Center. The cost of processing your request must be paid at the time of pick up, as exact cost can not be pre-determined. PLEASE NOTE: FOR REASONS OF ACCURACY, ONLY ORIGINAL MAILING LABELS PROVIDED BY THE CITY VS. RE-TYPED MAILING LABELS WILL BE ACCEPTED. Cost Description: $11 to generate the mailing list,plus $2 per sheet for printing the list onto labeLs (20 addresses per sheet). Then,multiply the cost u print one set of labels by the number of sets requested. - EXAMPLE - - COST FOR THIS REQLJEST - 4 sheets of labels x$2/sheet = 8.00 x 2 sets = 516.00 �sheet(s)of labels x$2/sheet =$�x�.sets = ' 1 sheets of labels x$2/sheet for interested panies x 2 sets= 5 4.00 �sheet(s)of labels x$2/sheet for interested panies =�x�seu = �7,.OL GENERATE LIST = $11.00 ENE TE L.IST = TOTAL = $31.00 �� TOTAL �� V' ' t " '= �t��a��` �- � � �� I�epartment of Transportation '�� '� � �� Region 1 Community Affairs Office �� 123 NW Flanders Street ��= �� `��' AU G 0 5 2008 Portiana oR 9�zo9 � a�� reRKulangosl�,C'�rn�niar• Phone: (503) 731-3490 �� "• ��,.� __;`" ' ��e Fax: (503)731-3266 NOTICE OF NEIGHBORHOOD NIEETING August l , 2008 RE: Oregon Department of Transportation Pall Creek Stream Bank Stabilization Project Dear Interested Party, TY1P_ ��°C?C??? Depar�P.:��.� v'i T�cai73�i0ii.dL10T1 1S ttle owner OT the property located on the East bank of Ball Creek Adjacent to I-5 The project is located behind the Gerber Legendary Blades property. In order to stabilize the stream bank ODOT will remove the rip-rap and replacement of the temporary armoring with a long-term bio- engineering solution (Geogrid or Geotextile wall) , including increasing vegetation, shading and enhancing of the stream channe� within the State Right-of-Way. Prior to applying to the City of Tigard for the necessary land use approvals, ODOT representatives would like to discuss the propo�al in more detail with surrounding property owners; residents; and interested Parties . You are invited to attend a meeting on: Monday August 18, 2008, 6 : 00 p.m. In the Public Works Auditorium City of Tigard - The Water Building: 8777 SW Burnham Street T1g3?"�3.,- Cregor_ 9?223 Please notice this will be an inforr,��:�:..:�nal r.,e�.ting or. preliminary plans . These plans may be alter�d prior to submittal of the application to the city. We look forward to more specifically discussing the proposal with you. Please contact Sam Hunaidi , Assistant Manager ODOT District 2A at 503-229-5��02 if you have any questions . Sincerely, Sam Hunaidi Assistant Manager ODOT District 2A Contract Furnishings Mart Fought & Co, Inc 14160 S W 72"d Ave P.O. Box 23759 Suite 110 Tigard, Oregon 97281-2359 Tigard, OR 97223 Leifls Auto Collision Centers Selectron, Inc. 14280 SW 72nd Ave 7225 Southwest Bonita Road Tigard, OR 97224 Tigard, OR 97224 DHL Tigard Grainger Industrial Supply 14344 SW 72nd Ave. 6713 SW Bonita Rd, Tigard, OR 97224 Tigard, Or 97224-8022. Bradlee Distributors Inc. Lifeline 6777 S.W. Bonita Road 6713 SW Bonita Rd, Suite 106 Suite 206 Tigard, OR 97224 Tigard, OR 9722�-8022. Hughes Senco Products 6713 SW Bonita Rd, 6713 SW Bonita Rd, Suite 210 Suite 250 Tigard, OR 97224 Tigard, Or 97224- Pine Meadowgolf Granite Building Products 6713 SW Bonita Rd, 6777 S.W. Bonita Road Suite 270 Suite 120 Tigard, OR 97224 Tigard, OR 97224 Okonite UPS Supply Chain Solutions 6777 S.W. Bonita Road 14160 SW 72°a Ave Suite 150 Suite 150 Tigard, OR 97224 Tigard, OR 97223 �,� ! 1 �;��,�°�lX-' ��f � �,� 'iJ�L L ,'� b.p�'�'l r,yl' � �� C-"�' . � � �� " -�'�-��"� � � r ; �� ,/� �,,�: � . ,f,. � �(i ,,1 U �n. . �� .�; �.� - ,�� Fiskars Brands DSC Window Fashions f Gerber Legendary Blades 13950 SW 72nd Ave 14200 S.W. 72ND AVE. 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'� � � ��r�� S' �� k�� ., '��a� ..,.:� -` -�m � � �, ��;��s�'��; s i i ^';'� `< ...�-,....��_.. 3� . ..._....+�+,.�.......«._.... � �� .� �� r �--W.�,,...�, y ' - ----•..a�., ..�. n < ��" s�, �',�'� . ss,`� ^i�t a�g �„_ .r�'� _ 7'�"� `"��`,�. 3 a :� � '; �". \k ,y g� 'M� � . : �,7' y ��`4`� �'� '� £ f`�s aa�� 3 g� E� A � ��.- �..�,,.� � s- �i^!Y � y � � ��-�F ..sy�i� ''� °z \ +2,.'�� $_- ,4 "�`. � �, N �� "T lvF,�t . .."T k^�� z 'F°b. � � �', `�&�2, � '�? 'v +a��..'�� -�.¢ _ �Cw .. �"°� fi—„i � . 'z ��°� � � °r . ,"'1 g - �'�`" 8 mr� ��ff' a �� " :� ,�.� �s�� " � d � d �, � �� ,�+� "' "� � «�z�� € �_ � $s ` 1 °_ � ,n.� � �`.`Y 1 T � $., ti N� . €; `£c`Jp. �� ^3'$��4..G 1Ef1.eg� 4 � �'� fi �,e � ,� t�. �' s '�'2&' S+�3 9�' �r° �Y�^y�+� �•� ." te- e4> - .� ' � °" 4� 6 P ,� w��. �. : ., x °�� " � � e � '� R�, a a.�� k ',�'� .- ....... � �� ,'�. � y�� f��t�n �*..��. � r G '«� '`� . .,, �� ., a-°°' .a�;,�'�_.�,:,:,,',�,..,.. a�� ,§ �ti.-:. � AFFIDAVIT UF MAILING/POSTING NEIGHBORHOOD MEETING N�TICE Il41PORTANT NOTTCE: THE APPLICANT IS REQUIRED TO MAIL THE CTTY OP TIGARD A COPY OF THE NEIGHBORHOOD M�ETING NOTICE THAT PERTAINS TO THIS AFFIDAVIT AT THE SAME TIME PROPERI"Y OWNERS ARE MAILED NOTICE,TO THE ADDR�SS BELOW: City of Tigai�i Planning Division 13125 SW Hall I3ouleva��1 Tigard,OR 97223-8189 IN ADDITION,THE APPLICANT SHALL SUBMIT THIS AFFIDAVIT&COPIES OF ALL NOTiCES AT THE TIME OF AI'PLTCATION. MAILING: I,__ S��v�a M • }-�Q v� ,beu�g dul}�s�vorn,depose asici say thai on tf�e u._.,LS�.__�__day of. U , 20��,I caused to havne mail�lch of the peisons on ti�e attached list,a nocice of a meetuig to discucs a�roposed d �eloonur.r at �OY I1Z81'�._S k!7�~� /'T V t� � !i{ _ —_ _ ____..._...________4L.1_�__ .��5.�T �`s . ..______�a copy of�i�fach uotice so�nailed is attac3ied lie�-eto and made a pait of hereof. T fut�her scate tliae said notices were enclosed 'ui envel_opes plau�l}�addressed ta said persons and��ere deposited on the date i��dicated above in the Uaited States Posc�Ifice loca�ed at �'o Q T/g y�l� D R '�/7� Q,� , �dth postage prepaid thereon. � � Signature (In d�e p»e ence of a Not�ry Public) POSTING: I,_SG N'1 ('� v'n 9•�� ,do affuni t6at I am(represent)the pam�initiatu�g incemsc in a pro�osed l�u�d use applicauon for po�! G��t l� 6 4�i 1� ��+Q r o v�r+r 4-J affectuig clre iaiid Icx:atecl at(state the appinximate location{s}IF no address(s)and all tax lot{s) cui5�ntly registe�ed} Se�t�_ 7 t'"O Ia v�. 6*11_�v�tJ� �+�+f- -z'3 ,and did on tl�e /.s t dayof_,Q_��o�r ,20 O� peisonallyposc notice indicating chac che siCe n�1y be proposed for a `7"�/ � Q land use apphcacion,and the[une, dace v�ci pface of a neighbortiaod cneecing�o discuss the proposal. 71ie sign�x'as posted ac T� Z 4 ey s L�.. 7 2� � �✓� • r+`�41c� -- {State Ia:afion yvu�ostec{ilotiCC on properi} �d �' ._.__., �� ,� Signatur� �(In d�e pmse�ice of a Notary Public) � (THi5 SECTION FOR A STATE OF OREGON,NOTARY PUBLIC TO C�MPLET�/NOTARIZE) STATE OF ) Cou��ty of ) ss. � Subscribed a�id swoc�i/affiiYned Uefore iile on die � day of ,24�. OFF�IAL sEA� OARY At�A� � NOTARV PtlBUC-O�N COMM�SSION N0.�2�6 n,�Y COMMISSIC�d ��?IRES DEC.30,2ot t �' NOTAIZY P LTC OF OREGON __ My Conami ioci Expires: �?r? ° j z-� (�" i:\cur}>In\masecrs\ncighixrhaud mce[ings\a(ticlavit o(mailing•paiing nciglilwrl�w�i izieoiing.doc � Page S f '�-�?""�'�1 Ball Creel� Stre�amb�nk �Stt�bili�ation Pr�oj�e+ct T .�-, r -- � � � � � ' �,.I� � '/ ��M�+��#� . �!��r 4 � + ` . � . / ��'d t l./ y�� t. � t 1 ,�� 1 �i��` �� * �' �,� � � J _ r �i' ,• ..F„ r! � � � -� , �/ r . . .� �'�:: _ � � ; �r � �,�'r��.��.;�� ; �.. � ' r ��;r.�';"� �' � . :� ��`�; � .,� ,�% . � �� . � , Y ��y{ ,�♦ �� r�~«1��7��. . " � } __ `. ��j ..y i �� , r .� . �.� +� ��,,.� R ... � .:� ,*,*,*{{{,',','��;;;333,,, .i'' . . � -!' ' 4 r � 4 •'��.{;,�+'� , _ � i:�- ' � . �. ��"� i►�� .��4 � _ af`:• �� ..�� x •I"3'�.. �.�;�,,. �£� � � - �j l�;L . . .�� , $' � '4 ., /'- � r�°' 1 �,*`�s .. �I� �`'g"� �t*"�L .-Y ' .�' f•�. r �� . �, $;t"�' '4r r � � a,.i � - .. � - �� . `.� � 1��:� _ -� '` ti. t^'r ,,�� . . � . ' � � ' `'� �+�ky t j'��'x' ' � ' � •� +�`� � .'�� ; 'r � .� ." � 3� t- i• ,�i�r� ,�. � �� J� ,,,�t1�,� : . ,;• .. r .��L� y r , �y31 . (.1► ��q /� r�. � � �I�.� . ,..fi�s� y � j x ��„1.�� '. X „�; � � b,� �'�!�',+" ��t.,,,��` i,� ' r �!�.+� .� '� ' :� "� �: f � ;� �� . x r�'�, u�` ' �+ �� , � +�. � '1�Yr.. „ ` � l,q ` rt : `; .,t. �,, /' � _ ��'� �: .`� _ w^ �,.�.[ Y.,_�,j�� ' �Y . q � »74 '� ��. r ��'�t ��l� �. � . . . , MYw�r.,. .n. . � ��„�� r� � S'�� 4 � ZUUS �F' `'t�� i�dz{�r,7 �'d �rvF,��zt�,�"�r.;":t:�f��E�G F: �� O'Y\. Q� �'��'' y� n De artment of Trans ortation "� �.a� � . °� 1 ��Ol l p P m �� ' :,�z;� 6000 S.W. Raab Rd. � ,:'` �r,.� ' '� Portland,OR 97221-2414 j85q .� Theodore R.Kulongoski,Governor , _ (503)229-5002 September 9�h, 2008 FAX (503)297-6058 City of Tigard - Planning Division File Code Attn: Gary Pagenstecher 13125 SW Hall Blvd Tigard, OR 97223 Re: ODOT Streambank Stabilization project on Ball Creek City of Tigard Sensitive Lands Permit Application Exemptions Request Dear Gary, ODOT is requesting an exemption under Tigard Development Code 18.775.020 C. Exemptions 1. Response to public emergencies, including emergency repairs to public facilities and 2. Stream and wetlands restoration and enhancement programs to allow our project to stabilize the stream bank on Ball Creek to be completed within the in water work period ending September 30, 2008. During the storms of December 2007 that affected northwestern Oregon, Ball Creek began to erode the eastern bank at the project site, threatening the retaining wall of the I-5/OR 217 on-ramp. To prevent a slide from closing the on-ramp, in January 2008, ODOT conducted an emergency repair which consisted of placing large rocks and rip-rap for a length of 45 feet that encompassed the failed slope. The emergency repair was intended to be a temporary fix until a more permanent solution could be put in place to stabilize the slope. Because the emergency repair was intended to be temporary, ODOT is concerned that the temporary materials will not hold through another wet winter season which could result in further erosion sliding onto the I-5/OR 217 on-ramp. This facility is crucial to ' interstate freight mobility and the traveling public. ODOT has designed a project to stabilize the slope bank with a more permanent environmentally sound vegetated solution that will promote bank stability, minimize erosion, and maintain and enhance water quality consistent with the purpose of Tigard's Sensitive Lands Chapter 18.775.010 A. Maintain integrity of rivers, streams, and creeks. ODOT has obtained permits from Clean Water Services, the Department of State Lands, and the Core of Engineers for this project. As part of the City's land use review process, ODOT has conducted a neighborhood meeting and with the attached materials has completed all requirements for the Type 2 land use review. Form 734-1897A(1J03) � ODOT is requesting to move forward with our project during the finro week comment period in order to complete the work by the September 30th deadline. �f ODOT is not able to complete this repair before this deadline, there is the risk that the existing temporary fix will not remain stable and a slide will force closure of the I-5/OR 217 onramp. In order to best protect the safety of the traveling public, ODOT requests the City of Tigard grant an exemption for this project based on the public emergency and the need to stabilize the stream bank. Please let me know if you have any other questions or need any additional information. Sincerely, Sam Hunaidi Assistant District Manager ODOT— District 2A cc: F�ie Enclosed ., �r�� .��o�v� � • TXPE � A.��LZC.A'Z'ION ,� , � Ct�v of T;QaTd Permrt C�n>er 1.39�S S1�Yr J'��/�T3�ur�, T�,zrd, nR 1i�23 „ , � Ph�nr.; Sp3,G3J.��79 Fax.�.S'0_3.5.98,19G0 G�NLx�►r�NF�.RMAr,�oN Properry �1dda:ess/].acati�r,; ��-�Ci../� �: I y'�c� S� �Z�� 3� .�l�r �,�,` �s C(3a.�.c c��. 5/r�� g�h,k�_ �Co�.ar,r u� oNr.Y "1'a:�Mar�4c 7"ax Lot#(s); lt'7,- L f� 3 00� ..� -� .. . _ : . ,,.— C:�seNo.(s); _ _ Othcr Ceec No.(s): Sirc�5�zc� �00� ( Q,,p� ' Fecei�rt No.; , P�:��ert�� [)Wn@Y�DCCC�HOILIC�'�3�*: �� T 1�� gplication rlccepr,cd By; � 'r� Da�:e: :1dd.cess; ��. .SK7 I�ti�.b Phone; �v3'�Z��StXaZ (:in,; ;._ �C..�.�- C7� , � 7i�, �r7lZ� .-- Dakc Decermir,cd To Bc Complet�; .�1.pplicanr,*� � �O ( -' ,\Jcjress, �CJvU„ S�,c� /i�te�� J� ^„ Pl�onc: _�J3�22�-�Z Comp Plan/'Lone Dcsi�nar�on: CrtY• ��,,. � 't._^�'��' � 7_.ip; ��Z Z � � x��.�/,/n? � ��\CUCpM\msacn5\1Tnd usc applica�pii,y\��remqvfll permit e�.duc ` M,en tl,c owner ancl the applicanr,ar.c diFferenr pcoplc,the a}�piicant must be t.hc �urchaser pE r.cCOYd or a Ic�SCC u� pocSestinn widl w7'itirn luthorfzahnn 1r�im che �wner o.r ae agcnt of the owner. Tl�e uwncr{s) must si�r, this np�licaliqn in che space �+xovided on r.hc back of�his For.m or cuk,mit a witiuen ._ . �urhoei»tiort u+i�.h this appl��e�:i�n. R UIRF �UBMITT EL �Q.�,�_��AI-.__�� PiZOFOSAI_ SU]VIMARY ✓ f1p�,lic�tion Elemcnts 5ubmir,r,cd: '1"hc ouniers c>f rccord of lhe svbjcct proper.ty tcqucst a Trce Remnval I'ennit [Q i'�pp.licar�on Form r��lluw (r,Icasc bc speciBc,is,clt�de exdet iocar,ion,ecc,): [,� (_hvngT S S1�mah7rC�W17ktEn �\uthorizarion � o � � � _ [� Title'Y"ransEct Instrument or. Dert.d ��Gl I^-��1�`��'►1�±�� r��l /� �r Q/ � Site/PJot Plan G _ �_ (�= � D�?� 6/ �t'. S��-�k.Gfiu 0 Sirc_/Plnt Flan{rcduced 8%1"x 11� � ��, [' Applicant's Stazement(r\ddres:;c.»te.ria un�fcr .��T_�•� _~. _•�•-�" 18.790.05U(.r1) Tig,�xd Devcloplvent C�ode) , • •- - „ (,� Filin�Fee�186,00 l l..ist any V.ARIANCE,CON1�xTTONAI.USE,SENSITT`VE 1.A,T�TDS,OR OTHER I.AND US�ACTIONS tr�bc considered as pc�rt of this appGcatien: APPL�CI�N�'S: _ ._ _ . To consicicr an application complctc,ynu will nccd to submit AL�of the REQT�IR�,DsSUBMITTAl.E1�',�'[�NTS as dcvcribed an thG front of this applieation in tbe"Requ.iced Subtnittal Elcmcnts"box. (I�erailcd S«bmittal Requiremeanr Tnf�tmatio+� s)tccts can bc obta�ned,upnn cr.quc5r, for�ll .types of I.and l)5r,.�pplic�tior�s.) THE APPLICANT($)SHALL CERTIFY THAT: • The abovc rcaucstdocs„not violate�deed resrric�n�h�un,�b�a_�c,�i.qd Co_o,c_im�osed ugon�,i�,s,u_b,ject pc�n rr�, • IF che applicavcm is�*rancecl, r.hc appl�c�nr.wifl cxcrcisc the ri�;i�r.s p,�car�ted 'a� accord�nce with thc terms and su6jecc to �ll the condinoRs �nd l's�nitationa ol�thc apPmval. + :�Il nf chc abr�ve statemeriis and thc ctar.emcnrs i.n chc pint plan, at�achmc.nts, and exluUits r,rdnsmitted her.ewith, ate tn�e; s�nd the appiicarits �<� a�knc.�wicdgc th.at any �+er�.it issued, baseci on �}titi arpG�auon, may bc rcvokcd if it is four�d ehat any such statement� 9rc falsc. • Tlle applicar�i. hes read rhC cnr.irc cnntcnts of�thc aP�l�c;11]on, inch�dinS die policies a��d cr�tcria, and undr„r.stands [he, reqviremcnts Eoc a�.ipr.ovinp,or c�enying th�a�srlication, SIGNATURES of cach o.�mcr of the subjcct�:►rdpc�ty. U�l�D r],is ��' d�y of � � _._„20� _.---�-.._.`-- I �, � .SAG<-s✓1 �GLy�'` Owner's Si�ature Owncr's Si�aturc __..., _..:_r.....__-- - - - - -- --.�.... Owner's Si�nact�ce Ownez's Signanirc 2 \ ��,, � , � .�.,.e � 2S 1 12AA 2S 1 12AA ,yp,,,5, . �� ! a A ; . � l � �. --,. . ., . 4M'M� .q� }! '�M t . . _ �pw�w{pr� ' ��„� y�� ar�c 1 • . le�.°�.er' i� ,`!�4i--- �:a.��-" � � + � T J 1�YN�m �Ij. ' i j . \L� �� . . .��• ��rN I s,1W� Mjl�,�. _ ��y� 1 I � I i . . 1. � ="m q�",� I `,l ! � . � �"� �----�--:- -�-- _, � . , �� .�. ,p , �M °`�° ��bF��- �;-�-�--.-� , j . �`_. �p� � • . . { . -1----��'�'- � 1 E1� "�T� �--+��. ��_ ! � la� I I � 1 .-• � .Mw � 'l �tYMOq�I�[U1Ki1C4MMC+n� wear� ��"��-""-' _ _. ��s� y ' . . . . - _ ' � MMR 1 !lRIII'-�iR1Y M_. �j � � ' �'-��i �-a�+t� —��w r. � �. ?�, � � '--� ~-t � � .��, � . . ., I � »�nv �� ' ` ��iG1 ` _ . . . . �( �I �w � �aw �r� nos � u�w 7 ..J"_'J_ � » i� / r �f � � �*-T-•----• ' ~ � �..+.��4�l�c 1 `U� ' �. . . . 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I " : ~c..._�_ D~� ' � � � l o " . ,a. �`cc ' o° � °o l_°° " � I — —„�„-— � � � ° I -m �'.. � +aa,a.��+aoc��wwaw�au. -�--—� — ia �� :.� �� i � ----�– •– . f. _ . . . I I � �� i I = � � . .. �� i � i I � � . �! "�"K'� 3 �.K �� t t �: _� 1�� ••� n� �! N j ' � � .-. . .� � . � . . , i.,md�apPY1 ;-t1t I J ' _ ' � � . �� ,I i _ .� ! _ °° � --_ � � --c,aa,o�,�-- � � T •_ '' -� •i ! a� �1�-�'�_�� . = 1 ^�� PLOT DATE:Septemher t2,2006 RQAD , . ^SW +� 1 BONITA , , 1CR420) � � ' F��HLYESSMeNTRELYOHES �' ` .Jti � (�RS36�. ..ROAD . Fo�Sr�ERUSP � 1 ( i�F- � � !+ wr.r«w«rs.wrnr+wr.oa.wrw� � �K W f �� -- _ � �erursaw ii�iwn.e�,..��e�w.�re�rw I .�—a_ �i � l ,�r_...�.._.�--��,,._. r1r�r.wM+mww �1 +� � E "° -_.-#'_ --- -- � - �I u;.� i -•ti +-__.a�»� i. � j ;-^ u..�C .,�! ��. � tm�"' . . . � i•r—...t ±'Gs�`�'� i. . _ i i � . . ;. - apb�.t2 2.5 � 12/�IA Z.S �T7 GMI1 � '� � S � ----- � ; ,,�.� � ��.,� �, -- ,,� ��, _. ; _+� .� :' � � � � �� ' . .,.,,,w ` � 4{{,.,,�,�� .��o :. Ny ...� T �� _ � rn�.;s.aw ._ Ilnom.il�wuMO»sy ^� � f 'ri c�„xeu-�� .' � �t /�A - r ,_ - ' ,. � W�slimqlOn�w�nm �y �� S . M '" � Y V�pamasc� y .- " �:� .�1+r• � ' � � )tf w�p � 1Mn� C�tY ,a �,�j. � e .: � . GWs nn 1I� 'f; SMrwooA �� it1 .-�t _'_ . � �'7H'� p�pp�Ciry(, . ' ' � � � I.,�. ,, � a „4 ^� � :� ':�mYtillN�.�a�o, vw�v�� (� 4��e�ln � _ _ � � � � �. i� t �/� � �""�7`.__ � __ 1 + �1� � ' ,'' _ _. ';aiMN � _ � �t!� �� ., � p"�,.. � •� '• ` � � � '�� s:N.,.i ��,�. 4 fQ. :�: �` - Ball Creek � �`� ,* � � �� ,�.. . '�� Project Location j�-` �'' , r - � "" �`=�!�, � � � � „ - •. � � �� .� . � .�"''�� , : - _ . � • .�'* �� q' " .t ' � � � 3 i � .�� §, .-_ — _--- _ �` . z1 j �� , i +� t.. ' ' . , �� '� :�`"�'�a''� �� ,�.', � � �.�"� � . , - ! � ; � � ' ' � 7 � $ r. 1� '�� ! T_`�7 � � I � h�l� M� �' . + �� :�� ' I a��- � 1 A� '"�► � ,�,�, �'.,' '�'�'' � 7 � � . r � �' ;� � . , '�'��•'�. ", ,,,,, ,� � �,�� • }j0`: • ' � . � .1`�:,�� w � – �'�► �li' � � . ,i�,.v� �.h r�X ��A '� � � . � �� . � . ,• , • � e • � , . � w� � .._ � �v� ,. �. � _ _ �, _ � � �`� � 1 -� ' -, � � - - � - "< � ,c,;; � � I-5: Ball Creek _ _ !� � �< �`�:�•. Streambank Stabilization ' . vr ,� ` ,.�� , �,� �,rv - f.ocalion Mep �- ' ,� 4: a � : , . , �. �., �� ' _ -- . . �'�tl_ . . :an=„� � � �+ � F_ � . � –�-- � ��---i �� Y � �� -' i � �. ��+n rwr „ �� 'ae i � xu.�r � � '.� fi- !�i .:�:�"aa::�w��.. � ',.: T " � � �- ��-r. ,.�:, w . . � .em..w�..a, ; °r + v �.�- ' . ��a � � .�a�,.a�.no�w,.a,ro.,.... . ,, ,.... ' �n iti -.�:�. .... I � � - + � .. . � � _ �_-- _ ` . -'—m- . . .. � ., . __'�_"_'_'.—..__.. .. _. _._ _ ______�_� . �__x..i.. - — ' � _._ Mav 9 2008 Statement to address Citv of Ti�ard Zone Code Chapter 18.790.050 — Tree Removal This information is submitted in support of the Oregon Department of Transportation's application for land use authorization to construct a streambank stabilization project on a section of Ball Creek that lies on ODOT right of way between a retaining wall that supports the southbound OR 217 ramp to I-5 south and the parking lot of Gerber Legendary Blades property. The proposed ODOT project addresses the provisions of Chapter 18.790—Tree Removal in the following ways: 18.790.30 Tree Plan Requirement A. A plan has been provided that shows the location of all trees within the project area. B. 1. All trees have been shown on the plans. Ten trees are located within the project limits. Of these ten, six trees larger than six inches in diameter. Only one tree is larger than twelve inches in diameter. The species of trees are not identified on the plans; however, all the trees are deciduous and are either alders (Alnus rubra) or English hawthorns (Crataegus monogyna). Alders are commonly occurring, quick-establishing and fast growing native trees and occur along the edge of the stream channel. All of the alders have been pruned or topped such that the trunk is substantially thicker than would naturally occur. The hawthorns are commonly occurring, quick-establishing, fast- growing non-native trees that are frequently considered an invasive species. They are growing on the higher elevation portions of the streambank stabilization area B. 2. Only one tree is larger than 12"in diameter. This tree is a 16-inch diameter alder tree and must be removed as part of the streambank stabilization since the tree is located in the middle of a section of coir log and willow-cutting bank bio- engineering. There are no ways to effectively retain this tree and also stabilize the streambank. B.2. a. The project will retain less than 25% of the existing trees over 12" (only one tree is larger than 12"); however, five additional trees larger than six inches in diameter will also be removed. ODOT proposes to mitigate based on the provisions of 18.790/060 D. Trees to be removed Cali er or dbh inches Alder(Alnus rubra) 16" Hawthorn(Cratae s mono na) 6" Hawthorn Cratae s mono na) 8" Alder(Alnus rubra) 10" Alder Alnus rubra) 8" Alder(Alnus rubra) 6" Total db6 of Removed Trees 54" 18.790.060 D. Guidelines for replacement. 1. The replacement trees will not be the same as those removed, but will be species from the attached plant list. The removed trees are species that are not considered high value riparian vegetation. The species of trees that will be planted are native trees that will provide higher habitat values than those removed, but will not pose any maintenance hazards or concerns due to proximity to the state highway facilities. 2. We request that the Director allow replacement of the removed trees with species taken from the attached list since the existing trees that will be removed have either low natural resource value, or present maintenance concerns. NOTE: Alders are not allowed in ODOT roadside vegetation management areas due to their shallow rooting characteristic that allows them to fall over on the highways when soils become saturated during winter conditions. This is the circumstance that required the proposed streambank stabilization project. 3. A 12"diameter alder is not available as a replacement planting, and ODOT would not want to replant with an alder due to tree hazard concerns. ODOT proposes to replant with a minimum of 108 #1 container(1 gal. size)trees. This is proposed based on an estimated caliper size of'h". This size tree has a better possibility of becoming established and surviving the summer season following planting than larger caliper trees. The trees will be replanted in the riparian area where they are to be removed. In addition to the tree replacement, the vegetation of this section of streambank will be enhanced to remove all invasive species, and will be replanted with appropriate native tree and shrub species in accordance to Clean Water Services Design and Construction Standards. Trees to be removed Cali er or dbh inches Alder(Alnus rubra) 16" Hawthorn(Cratae s mono na) 6" Hawthorn Cratae s mono na) 8" Alder(Alnus rubra) 10" Alder(Alnus rubra) 8" Alder(Alnus rubra) 6" Proposed Plant List Scientific Name Common name T e Condition Size Trees Calocedrus decurrens Incense cedar Conif. Cont.B-R 1 al. Thuja plicata Western red cedar Conif. Cont.B-R 1 al. Pseudotsu a menziesii Douglas fir Conif. Cont.B-R 1 al. Quercus ana Ore on white oak Decid. Cont.B-R 1 al. Acer macro hyllum Bi -leaf ma le Decid. Cont./B-R 1 al. Rhamnus urshiana Cascara Decid. Cont.B-R 1 al. Salix lasiandra Pacific willow Decid. Cont./cuttin s 1 al. Shrubs Cornus sericea Red-osier do wood Decid. Cont./B-R 1 al. Holodiscus discolor Oceans ray Decid. Cont.B-R 1 al. Ph soca us ca itatus Pacific ninebark Decid. Cont./B-R 1 al. S horicarpus albus Snowberry Decid. Cont.B-R 1 al. S iraea dou lasi Dou las s iraea Decid. Cont.B-R 1 al. Rosa nutkana Nootka rose Decid. Cont.B-R 1 gal. Herbaceous Pol stichum munitum Sword fern Ever . Cont.B-R 1 al. D. 4. The replacement plantings will be installed at a season and in a manner that will provide the highest likelihood of survival. 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SO" �—' d i ti �I ,�� 5"�ec;d. �C '�(hc�J. e � 6.. �a. �LJ _ �"Oecid. 0007 HOW 8'Chain L ink ,�> ,..0e0 ,�°ei'. 6"Dec%d. r op huGfu�e ypl Gn c�ll G a m �2J Woo� Sign Posts — -- — '_�" `� , � 1 � pit .� _ _ , �I �, � - ° � � . - __ � „VISITQ PA " _ - - _ ,,, •' - _ _ �_ - - -- �—+�- � -r� � -- - . � �3�7�w •� � -- — � --- i' � � � � /� 3z 034 ___ _-- ,. , _ _ �r= —' � \ � — �'� � . ? ; � ,� � / � 8'Choin L ink W Borbed Wire ��4tQp 4" PVC 4" PVC —__a�� A�_ � s4 ne , ,i � �- - -—+ - ---*- � m�' �_,�� , .�'" L�ine Onry L ine OnIY L ine Only -` �� ,� � � '°m� =i`" �� / / / �� 8'Choin L ink /Bar��'d Wire Atop Top Sandbog Woll ��GERBER L E�ENDARY BL ADES"� �� .�'� � \ � ��e Gp• e ,n�(i /', • � _ 1 r r�, ,` y , �:. arking Lot Sondbog Wall - Foce � ' a�� ro-• pt �I' �;, 2°q6 �d�a� �''y �6`�g��6�h��AO/'�� o y0 F� 2h; �h ��,9 � ., �� 4" PVC ton�e D�y`�, ,S �� Zn ,�� L ine Only tond� 9� <� �t?�;-�� I Spr'eker Properifes,L.P. � ,.• Parking L ot , � 93-095994 ,� I op n• eoo I ,�� '"� GERBER BLADES } �' .��' ,/ � � �I -�� Asgord,L.L.C. � �� 96-090137 � � � n ,i'� r�• 300 � �° I .i', .�"��' - - - � � Of�GON DEPAHTMENT OF iAANSPOf1TATI0N �I .i"�/' - - _ - I I I �,, 60 30 0 60 120 180 `��p PROFfff REGIONt-GEQMYDROIHa�tll� I FEET v� �NGINfF� �Oy� BAII CHEEK STflE11Y B�NK STABILRATION � i � �e 8�� P�CIFIC NICNNAY I ■�s�u+ctow counrr OREGON ,� aev�..sa er -��"�^°'' O�a:ry+ea By�Eo�dtyn I �O/jr.9� 9 20� i� u-o�r.a er-cnor o�+s t«k..+ 1 4R� P. F��, �r r��N �H i RENEwnI OA TE:12-314009 F oAODOT DATA\Pro j eci ��.(�R? ' 7 Ro I I Cr�eek (_�er her \OE� CADD\Des i c�r�AE�c� I I Cr F I ood Re� '� 1 , dc�r� : o �)efau I t `�/8/2008 � 0 e 2�� e I h A�� f�wye6�� 100360 D�' 001 i . PR&APP.HFdD BY ''�,:t:� r ri.�.�;�. ------ t3 ,� CITY OF TIGARD PLANNING DIVISIC�N .:�� LAND USE PERMIT APPLICATION � � � City gf Tigarz�Perrr�t Ceme�� 1>125 S W Hall Blul, Ti�rt� OR 9722 3 [!J 08 Phon�• 503.639.4171 Fax: 503.598.1960 �;-� � .,, . . � File a SL��-�p��U/o Other Case k ; Date � �� B}� �""=''—J Receipt Il c7�U� �'R(P�o Fee '3`f(xO` Date Complete � TYPE OF PERMIT YOU ARE APPLYING FOR I Ad�ueunen[/Varianrr I or II Minor Land I.�nition II Zone Chan e III � ❑ 1 ( ) ❑ ' ( ) ❑ g ( ) � ❑ Comprehensive Plan Atnendment(I�� ❑ Plaruied De��elopment(1II) ❑ Zone Chan�e Annexation(I� I ❑ Conditional Use(III) �Setuitive Latids Review(I,II or III) ❑ Zone Ordinance Amendment (I� ❑ I�'utoric Overlay�(II or III) ❑ Sice Development Re��iew(II) ❑ Home Occupation(II) ❑ Subdivision(II or III) ( A CI� � .E)A . A'lI ' 7_ �ressiavxa c �. - '-�- , �<�I .�c,�.�-��f �4, G.�,-b�-- K�,,�� (f1��y z�7 ��r�.k�e SQ jv .T— � 5�8- 6�c�f c r�cck 5 �i-��..�� a�,h. .a �. , A� �;,c��t.f �� , � , s � 'h� � T L ' on .1 Z(1�N A. I .A c ' %U'�X Z c: � i- • :�P LI AI� ' L?�c: j �.tv�) '11,� �'�f'J /'-Li' , �CJY' �/C'c�z�—L��- � 7 Z 2 ' � • I S ri ;�- 2 z rl -�� 2 S�� 3 - Z�� - L.��,S-�' ' R1M.4R1' N A ER N • �"' � c �c:.�� [i i l�t ,lj� � s � 2 /- S-�:r 1 i 'ROC'LR 'O�Y'NER�DEED HOL)ER(Atcac n more i an unc �- �� / / ' i'7 - ��. �i v' . A , A I I Sc�,,.� �� S G 1 r�-�:-� � . C. �A �u<"iC � Ct S �,�J�-c,� SCC;�:-2_� �'l S' c;,�C r t-�'. '�"Wlien the owner and the appGcant are different people, the applicanc �nust be the purchaser of record or a lessee in possession with written authorization fro�n the owner or an agent of the oaner. The owners in��st sign t�tis application ui the space provided on the back oE this Eonn 'i or subnut a wntcen authorization n�tli this a licacion. ' R OSAL SU1bSM.qRY ease •c �c � 1 _ � I [ , "lt,� �,ti: L ,, - . ! �„ t�r.-. / 6k_-,.t. f,'�•CLIL� .�'k�,l�. / - <' • -L- �'! C"'�,�%.c., hn.�G., i .<� -�"�[7�� ,( � -/iL ''�r. 'c �� (1 .� � ," :} r � r t � ��u� . ,..0 .t�s'' /� w' �(�..,c' � -a;� rJ�° c:..-�t �l �N.C1 . c' �t �t,.' Y�.e: s�. .►� tv Z. �i `Q ., r z ,��;,, �C. lk' � ' . . . � � Q ► :r, I� _ � , �-,' /C * � �� = �r '�'`` � �� <n.t �,, <, •� "'�� r � APPLICATIONS WILL NOT BE ACCEPTED WITHOUT ALL OF THE REQUIRED SUBMITTAL ELEMENTS AS , DESCRIBED IN THE "BASIC SUBMITT:�L REQUIREMENTS" INFORMATION SHEET. i:\rurpin\mascersVand use applications\land use perniit app.doc THE APPLICANT SHALL CERTIFY THAT: ♦ If the application is granted,the applicant shall exercise the rights granted in accordance arith the tern�s and subject to all the conditions and limitations of the approval. ♦ All the above statements and the statetnents in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that am�pernut issued, based on this application, map be revoked if it is found that anysuch statements are false. ♦ The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application(s). SIGNATURES OF EACH OWNER OF THE SUBJEC'I' PROPERTY ARE REQUIRED. � ---�� — C%� r� �' — - � 7 3/-�� Ow �'s Signature Date � ` �- n �`' T 1 �� Owne�'s Signature Date Owne�'s Signature Date Owner's Signature Date Owne�'s Signature Date Applicant/Agent/Representative's Signature Date Applicant/Agent/Representative's Signature Date � , .� CITY OF TIGARD � '-�''�'�'x ` i;tz;s�� u.�ulii,d. -l:I(,:I�PM �i�ard.(►�t �,7�23 ;ot.63v.��7� Receipt #: 27200800000000002966 Date: 08/21/200R I.inc Itcm,: Case\u Il•un('ode Drscriptiun 12e�emie:�ccotrnt \u \muun[ Naid SLIZ_'UUS-(IODU(� �LANDIiS� :��liration-�I�� II IUU-U(I(IU--13H000 _'.1)97.OU SLR?Ofly-I)(IUU(, �LRPF�� LIZ Nlannin�Surcharze l l)(I-Oflf)l)--13�USf) 3U�).l)1) Line Itcm'I'otal: �'a2.�U6.0U Pa�mcnts: �lethod Na�er l ser ID �ccL!Check\o. �pprcrc.il \u. flu�c Recci�ed \mount P��id C�r�Jii(':u�I {':A-I�RIC�I�� R SC'H\I:IL)LR S�T 11�7U1% In f'�r;un �.-lO6.OU Pa��mcnt 'I'ot��l: 52,�06.00 rkc�ripi.r�,i {'��,e I i�( I CITY OI� T(GARD `' `' '"�'`� ,� ��s�� ;�� ,��. ,:-+-�:��r�n� r;;:u�d.�>�t �i��z ;uz.��.�i�i . Rece�pt #: 27200H00000000003167 D��tc: 09/09/2008 i.��,t ic��.: C.��c \u "Il-un Cude Uescriptiun Re�enuc :�cruunl \u �moun[ Paid � SLfLU(1\-Ul)l)Ub �MISCJ �li�C I�ec IUl Ul1U-��I111 . iiti.(111 -- I.inc Itcm'I nlal: `�jiK.01� � E'8\Illl'll[S: — _ �Icthud Pa�cr l ser Il) �cctJ(�hcck \o. \ppru�al \o. Ilii�� Recci�cd �muunt Paid ('r��lit('��r�i I'.-�TRIC1;1 R S('IINI�.II)I�:R ST Ofl?I)i� In I'rr;�in ii�;.(lu I'a�mcnl �f��tal: �;�SR.UU � \ �- � � � � �� `��%� �v / � li'(�/� �`��.�� , - � � � � �� , �� iIZCiC��11 i-�11 ��:I`'C � �l� � PROJECT SUMMARY � � � ,�� Pro�ect Description The Oregon Department of Transportation is the owner of the property located on the East bank of Ball Creek Adjacent to I-5; the project is located behind the Gerber Legendary Blades property (See Attached) The Oregon Department of Transportation (ODOT) is planning to permanently stabilize the temporary repair work that was previously done during 2007/2008 storm events. The storm caused substantial erosion on the ODOT stream-bank. Temporary armoring Stone embankment material (Rip-rap) was used to protect the adjacent Mechanically Stabilized Earth retaining wall (MSE) which supports I-5. As part of our continuous effort to permanently repair and stabilize the highway slopes within ODOT right-of-way, we are intending to replace the emergency repair previously done with a more environmentally friendly vegetated solution (a long-term bio-engineering solution (Geogrid or Geotextile wall including increasing vegetation, shading and enhancing of the stream channel within the State Right-of-Way) during the current 2008 in-water work period; which ends on September 30, 2008. All construction activities will be done by ODOT in-house forces; to ensure meeting all the necessary policies, guidelines and timeframes. o� -� ,�.� `�t' �` Department of Transportation "�'� - 'r � Region I GeoMydro `"�.: � ::� re g o n I 23 NW Flanders St. �.. �';•. • Portland,OR 97209 j�Q'� �heodore R.Kulongoski,Govemor (503)731-3160 Fax(503)731-8531 FRE CODE: To• Sam Hunaidi Date:July 21,2008 ' District 2A,Assistant District Manager From: �"�'�d Foltyn,P.E. Hydraulic Engineer Subject: Preliminary Report for Streambank Stabilization Ball Creek-Gerber Legendary Blades I-5,MP 292± Township 2S,Range 1 W,Section 1 Washington County Hydraulic recommendations for streambank stabilization of Ball Creek at the Gerber Legendary Blades headquarters are presented in this report. All dimensions and quantities in these recommendations are based on limited survey data with an NAD 83/91 horizontal datum and an NGVD 88 vertical datum. Streambank Stabilization in Ball Creek-The Ball Creek channel at this location is adjacent to the I- 5/OR 217 Interchange,near MP 292 of I-5. The stream channel is near the property line between Oregon property and Gerber Legendary Blades. During the 2006-2007 and 2007-2008 rainy seasons,both ODOT and Gerber Legendary Blades experienced erosion on their respective sides of the stream and performed repairs. Gerber Legendary Blades Repairs-During a precipitation event of approximately six inches of rain over two days,in December 2006,portions of the Gerber Legendary Blades parking lot embankment were undermined and washed out. The Gerber Legendary Blades repair was completed in summer 2007. The preliminary design plans(Sheets C2 and C3 prepared by PBS and dated February 20,2007)for this repair show an Envirolok vegetated slope(both reinforced and unreinforced)varying between 4 feet and 8 feet high. The setback indicated on the plans varies from 2"to 6"per course(the sandbag courses appear to be 6" lifts per course)and the slopes in the field are on the order of 0.75(H):1(V). Based on a 2008 survey,the distance between the top of bank and the edge of paving on the Gerber side varies between 1.5 feet and 6.5 feet in the reach where Ball Creek flows from north to south and parallels I-5. Based on a site visit and examination of the plans,it appears that the sandbags used for the Gerber repair will biodegrade/photodegrade over a period of a few years(estimated at 2-5 years). We noted that most of the vegetation growing in the streambank is grass. If the bags deteriorate prior to development of a well established vegetated mat,the soils mass at the face of the slope and the drainage mat behind the reinforced section may slough into the stream. ODOT Repairs-The December 2007 storm event caused substantial erosion on the ODOT streambank. The erosion was temporarily repaired using stone embankment material to protect the adjacent MSE retaining wall,which supports I-5. ODOT intended to replace this"hard"emergency repair with a "softer"vegetated solution during the 2008 in-water work period. Based on site visits,it appears that this erosion occurred near a natural "choke" point in Ball Creek,at a point approximately 105'north of the Gerber sign. This choke point has a section of boulder or rock ledge visible in the stream bottom and there is a natural narrowing of the stream. The backwater calculations in this area indicate ihat because of the discontinuity in the stream bottom,the water passes through critical flow depth in the form of a small hydraulic jump. The result of this jump is that the flow in this area is turbulent and is likely to cause erosion. During a 100-year storm event the flow velocities are on the order of 8-12 fdsec and create bank shear stresses on the order of 8 psf. See Photograph l,looking upstream from the end of the repaired ODOT bank. Note that there is exposed foundation material beneath the Envirolok wall facing throughout this area. ,.�( �,� � (�` a�C' :t� y-�•� , L �� u "�,. ��''f�° y �^y�" �'w 7, ? � �' �` * �,. � a �"a�� i� ,�� ft��f.' :�.1 ��ti� ��t "a�� " ,• .'.! ��._ . , . .. rf�. � , � � ' � t�' t tf,.� � t . .•-�' � ��:.�'�.s. �.�. . � . � �' � . � _ �.�,y�..�x f r�;'� ?E, , .�`'��..� �3, � �� .;`-� . _ ; . '��.f 1 �. v � ��,.��1[ ,;�7ir.� .��Y' �' �'? e��.�'p.��."'� �; � �'t��l� - �� .�'�R,}"{� ;•3ti� v�� 1� i'. �_'e'��-r )"°,p i}� yJ��,..v!qY }� 31` �Cn ��y `�.M�t' ♦'�^�� 'A �r. �'.�?� �'! �� :,�f :��i! ."�.t { ' F.<r�: i�!"-� y��f'�" Y "Fi� t.a'��',�,�'.r;,.;r��" '�r;. �" : � . '�'�� `�.i �,,. i,:,a`�C 4 �,a`,! � Y�.., �' ..�#� -�,_.a.t��. � �d a;;��' + �.. -'� � �'. 7y �.., a��f- ,�. �w;� �r�y�� y �� i ��* ;. �� - � a� LtiT t� � `v�.y ' . ..�?p m N�� -+.� . i ja �-�- � ��,. :.- ., ��, a ' * �';�I :f .��-� � . . �� . + t• . 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A�� CMM.. . t� F _ -'..'.ty.� fijY.t'lj � �'�; ��'".�,"�. -'Y�. �+Ct ' t, �,� � : . • �. . . y;4 � .�+ �. ` � , \ , ' �, ��,. { � � ' � �+�►� d�. y� �a� �� _ 4 �� r�: � �► �� ,y�;1.� r . �i,� jy��' • F � � Y� S6'' � {-1 ��.._... �R� , "y�i �� F �� _�� ,�'��7� ...Y -,��+` i �,1 1� .1 . � � �' , �.y..+C �#' � �� n t�.,,,�. _ '~ .�, , a,g: t4 {,� �' .� L�� . ..�^ � a'�- � _ P: i +' !�'� �n�:` I� �: �� '��Ceq�,� �--'�+. � �- � � �� ,��.�� ,sT, �".. �.;, r `�� ,,� �o �� . ��` ?x ..�ts :! t� ��rr ,�,�'.* �� : � 4 � ` „� �, ��;�h;i�..... � a� � • .�YI��i�Y�j, �.Ei,��Y.. t � �~� ti ^� �� Y�� r , .•f' ;!� ��'y �- -i _ ,c - :"� � '�� ,e � � a w n _ ,f�.�� w�� ` �1 Photograph 1. Lookiizg upstrearrt from North end of ODOT repair toward ledge/boulder outcropping acting as a "choke"point in Ball Creek. Note tlie visible foundatiw2 materials beneath the Envirolok vegetated slope to the left. The permanent repair proposed by ODOT is a modification of the USDA NRCS vegetated geogrid(see Ball Creek—Gerber L,egendary Blades Stream Bank Stabilization Page 2 of 5 I5,MP 292± 7/21/2008 attached Modified Detai15102). We suggest the use of a permanent turf reinforcing mat as the geotextile in lieu of conventional geogrid. The reason for using turf reinforcing mat is to contain the fine grained soil while still reinforcing the layers of soil(turf reinforcing mats have a resistance to shear stress of 10 psf and velocities of 18 ft/s). The 100-year flow velocities reach upwards of 12 ft/s and generate shear stresses against the stream bank of 8 psf. In addition,we are proposing the use of coconut fiber(coir fiber)logs at the face of the wall wrapped with turf reinforcing mat both to give shape to the face of the slope and to provide a good growing medium for vegetation. The coir logs are expected to last for several years before they degrade,at which point there should be a viable root mass,encased by the turf reinforcing mat, supporting the face of the slope. Hydrology and Hydraulics In 1994,during the I-5 at Highway 217/Kruse Way Interchange design,Howard Needles Tammen and Bergendorf(I-II�iTB),a consultant for ODOT,prepared a hydrologic analysis of the area using the Tabulated Hydrograph Method of TR-55. This method develops a hydrograph for the various sub-basins. The peak flows for the Ball Creek and Carter Creek immediately upstream of the property aze as follows: Reach 10-Yr 25-Yr 50-Yr 100-Yr 500-Yr Storm Storm Storm Storm Storm (cfs) (cfs) (cfs) (cfs) (cfs) 6'x 6'culvert beneath OR217,Ball 242 301 361 420 530 Creek(Above Gerber Legendary Blades)(Ball Creek—Reach 2) Carter Creek culvert beneath OR217 167 207 244 282 353 (Carter Creek—Reach 1) To deternvne the peak flows below the confluence of Ball Creek and Carter Creek,we summed the two hydrographs that were presented in the report. The peak combined flow,below the confluence,is: 10-Yr 25-Yr 50-Yr 100-Yr 500-Yr Reach Storm Storm Storm Storm Storm (cfs) (cfs) (cfs) (cfs) (cfs) Ball Creek,below the confluence with 409 507 604 702 882 Carter Creek(Ball Creek-Reach 1) • The stream complex at the Gerber property was divided into three reaches;Ball Creek R1 below the confluence with Carter Creek,Ball Creek R2 above the confluence with Carter Creek,and Carter Creek. A HEC-RAS model was developed based on a topographic survey and the flows developed above.The HEC-RAS model was also used to determine the velocity profile at various locations along the channel. • We used these data to extrapolate the 2 yeaz flows. The 2-year flows were used to check the relative Ball Creek—Gerber Legendary Blades Stream Bank Stabilization Page 3 of 5 I5;MP 292± 7/21/2008 accuracy of the I-�EC-RAS model by verifying that the 2-year modeled water surface elevations were comparable to the observed OHWI_along reach 2 of Ball Creek. The extrapolated 2-year flows are presented below: 2-Yr Reach Storm (cfs) 6'x 6'culvert beneath OR217,Ball 155 Creek(Above Gerber Legendary Blades)(Ball Creek—Reach 2) Carter Creek culvert beneath OR217 108 (Carter Creek—Reach 1) Ball Creek,below the confluence with 265 Carter Creek(Ball Creek-Reach 1) • Velocities along the left side of the channel(facing downstream)vary between 3.6— 11.8 fdsec for a 50-year event. At these velocities,we recommend an embankment consWcted with turf reinforcing mat(TRM). The TRM is a permanent erosion control mat that will typically withstand velocities upwards of 20 fdsec without vegetation. Directly behind the TRM,we recommend a coconut fiber log(coir log)to act as a filter to prevent soil from washing out from behind the TRM. The TRM will be placed in a horizontal layer,place the coir log,backfill behind the log with 3/a"-0 or 1-1/2"-0 crushed stone below the low flow water elevation or compacted soil to the depth of the coir log,and fold the TRM back over the coir log and soil backfill.A preliminary drawing of the repair is attached. • The final sizing and configuration of the length of TRM reinforcing will be designed by an ODOT geotechnical engineer. Repairs at Drainage Pipe Outlets—In addition to the channel bank stabilization, some repairs are required at the drainage outlet leading from the MSE wall adjacent to I-5. These pipes need to have scour protection installed to prevent scour at the oudets. With a 50-year flow of—9 cfs,the recommended scour protection consists of 230 sq ft of Class 100 riprap, 1.5 ft deep. T'his protection shall be field fit to slope from the outlets of the two drainage lines to the ordinary high water line. Channel Modification—Based on the hydraulic study and field observations,we also recommend modification to the existing creek bed immediately downstream of ODOT's 2007 temporary repair. At this location,spillover of material from the repair has caused the creek to be both narrower and shallower. We recommend that this material be removed to minimize any adverse effect on the stream. Temporary Water Management—We anticipate that the streambank stabilization will be conswcted during the low-flow in-water work period. This is from July 15 through August 31. Workplace isolation will take place using sandbag cofferdams to isolate the work area and using a through flow pipe(24" diameter)to bypass the stream flow. Because Ball Creek is primarily an urban drainage with a relatively small drainage area(under 2 square miles),it is likely that without precipitation,the streamflow should � Ball Creek—Gerber Legendary Blades Stream Bank Stabilization Page 4 of 5 I5,MP 292± 7/21/2008 be minimal during the work period. However,there is almost always water draining from a detention facility on the east side of I5. Ongoing Monitoring—It is our opinion that repair of the streambank along the ODOT right-of-way as described above will limit further downcutting of the adjacent stream channel and erosion of the opposite streambank. We propose ongoing monitoring of the stream channel and both streambanks following repair,on monthly basis throughout drier summer months and on a weekly basis during the wetter season. In addition the site should be visited during significant rainfall events. We recommend that monitoring, following a to be developed written protocol,be conducted by ODOT engineers and surveyors,in cooperation with Gerber Legendary Blades. Following a wet season of monitoring,ODOT and Gerber will reconvene to discuss performance and further mitigation measures,if necessary. Prepared By: Edward Foltyn,P.E. Hydraulic Engineer Reviewed by: Tova R.Peltz,P.E.,C.E.G. Bruce Council,P.E. Geotechnical Engineer Hydraulic Engineer Ball Creek—Gerber Legendary Blades Stream Bank Stabilization Page 5 of 5 I5,MP 292f 7/21/2008 _ _,_ _. __ __ _ -. .. _ __ _,�_ - _ _._ . _ _. _ _ __. -- -- - .._____ _ - , ��; ��. �� . 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' � _ .. .° � �. {� f � • �z� f � � 4 � e"�,�.` ''� � *� _ �. , �y� 1Y �� t7 � �� - a' `R � ,�� r 1-5: Ball Creek . . . � 1 � ' :��''.-;� j � ` Streambank Stabilization � �" '.'�� _�. �� q � ._oca(ion Map k , ! � � : �,,y i - ," j - +��i � A ~ ' _ � '' , _ �-- ' � �� i � �, ��-� :, - � _ ; ; . _ _ � I ' r • � � ' Y� y'_ � �..� �" � j I ^ .1 . . �nl�` �,. ....., i � � �� u d '.�. w ' I , �. ia�. -. . . � � , $ :;. �� ! �__.i .,_ =--- - - --- - � . + 1_ . ,.. . . , -.�_ . Y _ __ -- --- -_ _- _--- - - -- - -- _ _------- . :, ��,�� CLEAN WATER SERVICES STANDARD SITE ASSESSMENT ODOT Streambank Stabilization on Bail Creek Washington County Summarv The proposed project will remove an emergency fix on a portion of the Ball Creek streambank that began sloughing in December 2007 after a high rainfall event. The bank is immediately adjacent to the footings of a retaining that supports southbound lanes of OR 217 as it merges into I-5. The streambank erosion was determined to a threat to the stability of the highway facility and emergency placement of rip-rap was authorized to prevent further sloughing and erosion. The existing riprap bank protection will be removed and replaced vrith coir Iogs backed with compacted soil, and the streambank stabilization area expanded to include an additional 100 linear feet of streambank. Two stormwater outfalls will � be retrofitted with flow attenuation devices ar�d improved to further project this section of Ball Creek stream bank. Live cuttings will be placed between the horizontal lifts of logs and the area seeded with appropriate permanent seed mix. Existing trees must be removed for construction, but wilf be replaced with appropriate tree species at a density higher than the number of removed trees. Existinq Site Conditions The existing site is a section of Ball Creek that flows in a narrow channel between I-5/OR 217 and the parking lot of the Gerber Knives business. The riparian vegetation is dominated by red alder, Pacific willow and English hawthorn in the ODOT ROW. The streambank is stabilized with a bio- engineering solution on the Gerber Knives side of the waterway, which abuts an employee parking lot. The streambank has planted native shrubs and cultivar Japanese maples with a dense erosion control herbaceous �ayer at the top of the bank, and snowberry and grasses on the bio-engineered streambank. There are no listed fish species in this reach of creek due to impassible fish barriers downstream. Ball Creek is a tributary of Fanno Creek, and its Hydrologic Unit Code (HUC 6th field) is 170900100503. At the project location, Ball Creek drains an area of 1.05 square miles, with a 2-year peak flow at the project site calculated at 34.7 cubic feet/second (OWRD, 2008). The project is located approximately 3,200 feet (0.606 miles) upstream from Fanno Creek. Seventy-five feet downstream the project location, Ball Creek receives the waters from its tributary, Carter Creek. At approximately 650 feet from the project location, Ball Creek enters a 1,150 feet long (0.217 miles) culvert that runs under parking lots and roads (SW Bonita Road, SW 74th Avenue and the intersection of those roads), finally emerging 75 feet below SW 74th Avenue. From the culvert outlet, Ball Creek runs 1,400 feet to Fanno Creek. The effects of the long culvert, coupled with the summer low volumes, the slow-flowing water, limited riparian vegetation, and the poor aquatic habitat upstream prevents listed salmonids from using Ball Creek and accessing the project area. Proiect Area The project area is approximately 100 feet long along the east bank of Ball Creek between the creek and the I-5/OR 217 retaining wall. The area between the retaining wall and the creek varies from about 25 feet wide to about 35 ft. wide for a total area impact of between 2,000 and 2,500 sq. ft. of vegetated corridor/buffer. The slopes average from 1:1.5 on the actual streambank to 1:5 between the top of the bank and slope break to the foot of the MSE retaining w acvall. The Ball Creek streambank on the west side of the project area has been protected with a streambank stabilization project consisting of a wall of sandbag lifts with an herbaceous plant community (Plant Community#3) dominated by a bentgrass (Agrostis) species and blue wild rye grass (Elymus glaucus). Snowberry (Symphoricarpus albus) shrubs as well as the grasses appear to be well-established on the creek bank. The top of the creek bank, in the narrow strip between the paved Gerber Knives parking lot and the creek bank slope break, has been enhanced with a variety of shrubs (see Plant Community#4), grass and clover species, and Japanese maples. It appears under CWS's definitions that the project is an encroachment into the sensitive resource, Ball Creek, as well as an encroachment into the vegetated buffer due to the need to construct the bio-engineered streambank fix within Ball Creek Ordinary High Water (OHW), and to stabilize the streambank above OHW with an integrated system of structure and vegetation for long-term stability. The design of the project is intended to protect the creek bed and banks from further erosion, to provide water quality benefits by shading the creek itself, and by upgrading the character of the riparian corridor by replacing non-native and invasive vegetation with native plant species that will provide more diversity and wildlife benefits. The proposed project is expected to result in an overall net gain in stream water quality and in riparian function. Plant Communities and Veqetated Corridor Conditions The project area is a narrow stream/riparian corridor in a heavily developed industrial/business park. The entire area of the riparian corridor would be considered vegetated buffer, according to the CWS Design and construction Standards. The riparian area is probably an important resource for whatever wildlife is found in such habitats, even though the corridor has been heavily impacted by proximity to urban land uses. Plant Communitv#1 — Native-Dominated Forested Plant Communitv 3560 sq. ft. This plant community has good overstory tree cover consisting of mostly native alders and willows with some English hawthorn in the areas at the top of bank. The groundcover/shrub story is dominated by blackberry with some Scots broom, and an introduced grass, tall fescue, and some native herbaceous species. The overstory cover is good, but the condition of the buffer itself based on species and diversity, is degraded. ,� Plant Communitv #2 — Hawthorn-Dominated-�orested Paant Community 5490 sq. ft. This plant community covers the most area and is most characteristic of the site. Forested overstory cover i� about 80% due to bushy thick-trunked alders (the alders have been topped, hence become very busy and twiggy with thick trunks). The trucks are deformed for the most part, indicating consistent long-term down slope soil movement, probably due to toe of slope erosion by the creek. English hawthorn is the dominant overstory tree. The shrub story is dominated by blackberry with a few native shrubs established in amongst the blackberry. The herbaceous layer is sparse due to the presence of the dominant blackberry thickets but is dominated by reed canary grass. The plant community is in degraded condition due to the dominance of the blackberry and hawthorn. Plant Community#3 — Streambank Stabilization Plant Communitv 2200 sq. ft. This plant community is probably the result of planting and seeding the streambank stabilization work on the west side of Ball Creek in the project area. Snowberry has either been seeded into the area, or planted, to help protect and stabilize the eroding bank. The plant community is in degraded condition due to the lack of functional forested overstory. Plant Community#4 - Upland Enhanced VeQetated Buffer 7710 sq. ft. This plant community lies befinreen the top of the stabilized Ball Creek bank and Gerber Blades paved parking area, and is an enhanced buffer area that has been planted. The plantings are native shrubs and Japanese maples, and an erosion control seed-mix that includes quick-establishing and soil-building plant species like clover and some native grasses for longer term herbaceous ground cover has become well-established. The herbaceous cover is greater than 100%, and is in good condition, except that birdsfoot trefoil has become well- established in this area. Birdsfoot trefoil is an introduced weedy species that dominates disturbed sites and may be short-lived, eventually being replaced by native perennial herbaceous species, but is not native and can keep other native herbaceous species from becoming more quickly established. Plant Community#5 - Riprap Repair 475 sq. ft. This area is not dominated by vegetation since it is the location of the emergency bank repair constructed in December 2007 to protect the retaining wall foo;ings. The area is bare rock with a narrow band of reed canary grass at the base of the rip-rap at the stream margin. Water Qualitv and Erosion Control The proposed project will result in the removal of the existing rip-rap bank stabilization material as well as soil from the 100 ft. section of bank that is at risk for future erosion, and replacement of the bank with a bio-engineered bank protection project. The following water quality and erosion control measures will be used to minimize project-related impacts: • The project will be constructed in the lowest stream flow time of years in the regulated in-water work window; • The project area that lies below OHW will be hydrologically isolated from the stream flow prior to construction and the water quality monitored on a regular basis during construction; • All construction activities will be subject to the ODOT 1200-CA DEQ permit provisions (the 1200-CA is attached). Mitiqation of Sensitive Area and Veqetated Corridor Imaacts The project area on the east side of Ball Creek has about 30 trees growing in the vegetated buffer. The proposed project will remove between 11 to 15 trees in the 100-foot long project area. This totals between 71" dbh and 119" dbh removal of trees. CLEAN WATER SERVICES - VEGETATED CORRIDOR Plant Community Plot Data I5: Ball Creek Streambank Stabilization Project City of Tigard, Washington County #1 Native-Dominated Forested Plant Community Condition: Mar inal Plant Communi #1 —Ri arian Tree S ecies Name Scienti rc, Common) % Cover Alnus rubra,red alder * 40% Salix s .,willow s ecies* 20% Crataegus mono na,English hawthorn 10% Rubus armeniacus,Himala a blackberr ** 30% Fraxinus sa lin s, Oregon ash 10% Cystus scopariu, Scots broom 5% Festztca aru�7dinacea, Tall fescue 40% Phalar-is arundinacea, reed canary grass** 20% Holcus lanatus, velvetgrass 20% Equisetum arvense, common horsetail* 10% % Cover b Natives 80% % Tree Cano y 60% % Invasives/Noxious 50% * Native Species ** Invasive Species #2 Ha��vthorn-Dominated Forested Plant Community Condition: De raded Plant Communi #2—Non-native Tree S ecies Name (Scienti ic, C�nunon) % Cover Cratae us mono na, En lish hawthorn 40% Alnus rubra, red alder* 20% Rubus armeniacus, Himala an blackbe ** 60% Acer circinatum, vine ma le* 10% Co lus cornuta, California hazel* 10% Phalaris arundinacea, reed canar ass** 20% E uisetum arvense, common horsetail* 10% Festuca arundinacea, tall fescue 5% % Cover b Natives 40% %Tree Cano 60% %Invasives/Noxious 80% * Native Species ** Invasive Species ODOT-CWS Vegetated Corridor Plot Form July 2008 #3 Streambank Stabilization Community Condition: De raded Plant Communi �#3 — S ecies Name (Screnti cc, Common) % Cover ! S m horicar os albus, Snowberr * 10% Agrostis s ., bentgrass sp. 30% Elymus glaucus, blue wildrye * 30% Phalaris arundinacea, reed canary ass** 10% Streambank stabilization structural 30% component (no ve etation) % Cover b Natives 40% % Tree Cano y - 0 -% % Invasives/Noxious - 0 -% * Native Species ** Tnvasive Species #4 Upland Enhanced Vegetated Buffer Condition: De raded, but enhanced — --� Plant Communi #4 S ecies Name (Scienti rc, Common % Cover Acer s ., Ja anese, cultivar 10% Cornus sericea, red-twig do wood* 10% Rosa pisocar a, clustered rose* 10% Lotus corniculatus,birdsfoot trefoil 30% A rostis s ., bent ass 10% Elymus glaucus, blue wildrye* 10% Holcus lanatus, velvetgrass 10% Lu inus s ., lu ine s .* 20% Tri olium s ., white clover 30% Tri olium s ., u le clover 5% % Cover b Natives 40% % Tree Cano 5% % Invasives/Noxious 0% ODOT-CWS Vegetated Corridor Plot Form July 2008 #5 Rip-rap Repair Condition: De raded � Plant Communit #3— S ecies Name (Scienti cc, Common) % Cover Ri -ra /bare round 90% Phalaris arundinacea, reed canary ass** 10% % Cover by Natives - 0- % % Tree Cano y - 0 % % Invasives/Noxious 10% * Native Species ** Invasive Species ODOT-CWS Vegetated Corridor Plot Form 7uly 2008 ODOT Maintenance Project I-5 Ball Creek Streambank Stabilization Project Washington Counfiy August 2008 �j .i � .v� ✓ _ _.� , �--r' A�:i: Two-year Flood - �.. -V� Elevation -- _ � �`,;; F �,;;,, : _j�''� .� �f' � �� , ,�-��' Pro'ect Area - �. YNv;,,�� ,� J _ � : :� �=;:- . Five- ear Flood - � - � �� ` ,� � Y :�C .- f a:7� Elevation r - � �� _- �- -, , _ �- '';-,. !� , ,- � _ _ `��✓�,/ f; '� 1�� ^�_�'t�� ( L� j �� - l S1/) �'fC��. �, . �✓."�.. , ...,,�� C�n --�- - - '1 .'�t : ic-'�e{� = �. .�� `� l i 1��/ �� i..(.-/��' . ��Y', !' �✓i�-!i�, . _' ._�_ , . � �� .� -�� fl f.. lVl� . _, , , . ..:ft;r , - _ E_ --, :��_ --- ^�'�� ,.u,.�� l :�r t�i;.�.,,_�., ; � n �;.�� . =- -��-- �- �--_ _ . j__ :, � - .�. -- � ;. -� _ _ _ ~; ,��;Y,�„ ��j. rr�,i' %r, 'f�: �; :� `� . `"� .'�`..��F ` . ' � , , I ?, � ( ')�JC', 'dl/- � �� '��.✓�'�� ' ` �•,� �,.�. ��. ` ' � -- -- -- —-t}—- — ' `_;C 2 0 �>C ln� - ��i�. �,u�, F. � � �='�•T:-� �'=� s, � �_-- �• ;; _� . '' _ "�_ � �: :� � /� '' ' ' y � � ► /'' ' � � i�' j • � �� Approximate ;� � � - ' Plant Community #1 �� , : . , �00 ft. area ,� � �,-'� Plant Community#3 "� �, �, � :� _ , . , '� .� .; � ;�,, /y, 'j , , '� ��` �'' ; • 3 . . , � . . , i� y `` � •4�"� - Plant Community #5 � Area of paved parking � � -' ; ,�,� --:;> � � , lots and structures — ;I : ; '�;�j ; � See location map air- t ' '` �, Area of paved I-5 and � , ' hoto � � � �; p ' f' }�:M1, � �� OR 217 southbound ; ; , � :r''� ;` lanes - See location ; � I I' Plant Community #4 ' � , � map air-photo ; , _�� ` �� ; � � � , � ,,'`. �, ; ;, � I, � • , , :�� , , , � r ---- - ��,'r �;' , I ' � ' r -i--_�'!� � � � � � 't ... � i i � � ,� /' yS� .I' I K`� � ' ��' �`� �� Plant Community #2 1 '� �- -- - "� � `� ' _ �� ,,/ ,�y � � _ � , �-i-Ey.�_� -r f: � .I11 , . �� ,�f � . �,.-^" . . 3w�-�� + ��I I� / , . . . _. . . . . �. " - - „ ^� ' j4 ,.� � � 3�. ,;�� 1 � ..!%',,'�_ '/��; ;�r �/�/,�� ` - - : =��" _'!!�K'?��'t� _ l�7 l il.' , � � . � � �� !" i�l� (;: i�i / � -� _ �� r '�t``' �?11 i' ''. `F� _ _ i � � � � - � � , _, , 2-yr. Flood � Elevation n, ' � � ��, , . .:'�:��,�. �;.��°��,; �/✓ ,�� ,� _L 'CJ_' \:'� ^ � - �� \i , % �«. '.a- e��}�m j ' f� �'� � Q - _— � .:,(; ln�'� �� r�E��i � '-'.'-' ,� � z � , , .'% � � . ' -%� ' � ' -� � � '�-� __._ s� � SENSITIVE LAND REQUIREMENTS AND COMPLIANCE Sensitive Land Requirements & Narrative Proiect Name: I-5 at Ball Creek stream Bank stabilization project Proiect Location: I-5 at Mile Point 291.970 (East Bank of Ball Creek adjacent to 1-5, behind Gerber Legendary Blades. The proposed design is considered the minimum to address the streambank stabilization requirements for the Ball Creek site. If we don't do the stabilization on the proposed area of the project, we expect to have future maintenance emergencies due to the flashiness of Ball Creek in this area and the close proximity of I-5/OR 217 retaining walls to the creek. Coir logs in lifts wrapped with geogrid or geotextile are proposed, with long live stakes, probably willow, inserted between the coir log lifts to provide the long-term bank stabilization of interlaced shrub and tree roots. This design is expected to keep the soil from washing out from behind and around the coir logs while the willow/shrub cuttings become established enough to provide long-term bank stability. The proposed design was developed by ODOT maintenance, and hydraulics & Geotech registered engineers. The design was developed after carefully considering what the best stabilizing design might be, both for cost-effectiveness and for providing a long-term "fix" for the existing bank conditions and the hydrologic character of the stream flows. We've also reviewed the stormwater outfalls and have developed some design alternatives to minimize the amount of rip-rap needed to protect the outfalls, and to most effectively convey the stormwater in the least erosive manner. The outfalls for the stormwater facilities are above ordinary high water and would not be regulated by permits at either the state or federal level. This is a maintenance project and will be constructed by ODOT maintenance forces to ensure meeting all the necessary policies, guidelines and timeframes; specifically the Sensitive Land Permits code 18.775.020 F (1,2); 18.775.070 (D); 18.775.090 —B, 8� Tree Removal code 18.790.050, as follow: Section 18.775.020 F. 1. The Director shall have the authority to issue a sensitive lands permit in the following areas by means of a Type II procedure, as governed in Section 18.390.040, using approval criteria contained in Section 18.775.070: The project falls under the above section by meeting the criteria of(1) a. and b. as described below: a. The project is in a drainageway (Ball Crk.) b. Some parts of the project area are on slopes in excess of 25%; c. The project lies in a stream corridor but does not contain regulated or non-regulated wetlands. 2. Sensitive lands permits shall be required for the areas in Section 18.775.020 F . . . The project meets the following criteria: a. Ground disturbance—The project will involve slightly more than 50 cu yds. of disturbance (ACOE and DSL permits have been received for the proposed project). b. Repair or construction —the proposed project will protect the cost of a large retaining wall that accommodates a public facility. The cost of the repair is significantly less than the cost of replacing the structure. However, the costs of the loss of the structure are significantly more than the actual costs of the replacement facility due to disruptions to the regional/statewide economic structure by the closure/loss of a major regional transportation facility. c. Residential/non-residential structures - Does not apply directly. d. Accessory structures - The OR 217/I-5 retaining wall as a whole is larger than 528 sq. ft. and lies entirely outside the floodway area. By meetinq the above standards and requlation, we feel that the intent of the project meets section 18.775.020 F Sensitive Land Permits. Section 18.775.070 (D): D. Within drainageways. The appropriate approval authority shall approve, approve with conditions or deny an application request for a sensitive lands permit within drainageways based upon findings that all of the following criteria have been satisfied: 1. The extent and nature of the proposed land form alteration or development will not create site disturbances to an e�ent greater than that required for the use; We are repairing existing damage. The area of disturbance is the minimum possible to accomplish the project goal of stabilizing an eroding section of streambank, and will prevent great distrubance due to potential catastrophic failure of a larger section of streambank. 2. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property; Stream bank stabilization will not result in any erosion, stream sedimentation or ground stability, the intent of this repair is to further stabilize the bank. The design was developed after carefully considering what the best stabilizing design might be, both for cost-effectiveness and for providing a long-term "fix" for the existing bank conditions and the hydrologic character of the stream flows. We've also reviewed the stormwater outfalls and have developed some design alternatives to minimize the amount of rip-rap needed to protect the outfalls, and to most effectively convey the stormwater in the least erosive manner. The outfalls for the stormwater facilities are above ordinary high water and would not be regulated by permits at either the state or federal level. Sensitive Lands 18.775-12 Code Update: 5/07 3. The water flow capacity of the drainageway is not decreased; The project will slightly increase the capacity of the channel, and remove the additional material that was placed on the stream bank during the winter event emergency repair in Dec. 2007 4. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening; CWS & Tigard requirement. .II be implemented. The proposed por�ect will mitigate for any vegetation that is going to be removed. The condition of the existing vegetation will be improved through the removal of some invasive plant species and replanting with native shrubs and trees. The project area will be seeded with erosion control seeding and also a permanent native seed mix. 5. The drainageway will be replaced by a public facility of adequate size to accommodate maximum flow in accordance with the adopted 1981 Master Drainage Plan; Drainage way will not be replaced or changed, it will only be stabilized and flow conditions improved. The project will slightly increase the capacity of the channel, and remove the additional material that was placed on the stream bank during the winter event emergency repair in Dec. 2007. 6. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands, and CWS approvals shall be obtained; We received the permits for ACOE (Permit# NWP-2008-479), DSL (Permit#14425-GA); we are currently in the process of obtaining the permit from CWS. 7. Where land form alterations and/or development are allowed within and adjacent to the 100- year floodplain, the City shall require the consideration of dedication of sufficient open land area within and adjacent to the floodplain in accordance with the Comprehensive Plan. This area shall include portions of a suitable elevation for the construction of a pedestrian/bicycle Since the proposed project is repair of an existing condition and is the minimum necessary to repair and stabilize the bank, there will be no net fill in the floodplain. By meetinq the above standards and requlation, we feel that the intent of the proiect meets Section 18.775.070 (D) Sensitive Land Permits. Section 18.775.090 Special Provision for Development A. Does not apply. The project area does not impact any wetlands, only riparian corridor. B. Applies —The proposed project lies within a riparian corridor. C. Does not apply. D. Does not apply. The riparian corridor, according to the CWS standards, is in "marginal" or "degraded" condition, as documented by the submitted Sensitive Area Certification. E. The width of the corridor is not really applicable since the entire corridor is narrower than the proposed regulated width according to CWS standards and the activity must take place within the corridor to both protect the riparian corridor(which is washing away) and improve the condition of the vegetated corridor. F. The corridor condition has been evaluated based on the CWS Design and Construction Standards and is rated marginal or degraded. G. The standard setback distance . . . The proposed project falls under Subsections d, e, f, and g, of(5) above, except for provisions of Section 6 below, pertaining to ACOE/DSL permits. H. The above provisions of 5., d, e, f, and g above do not really apply since the project is subject to the conditions of both ACOE and DSL permits, which have already been issued for this project, and the project does not meet the provisions of a, and b, since the corridor condition is .rginal and degraded, as evaluated according to the CWS Design and Construction Standards. By meeting the above standards and regulation, we feel that the intent of the proiect meets Section 18.775.090 Sensitive Land Permits. TDC 18.790.050 Tree Removal Permit Applicabilitv (Addendum) This information is submitted in support of the Oregon Department of Transportation's application for land use authorization to construct a streambank stabilization project on a section of Ball Creek that lies on ODOT right of way between a retaining wall that supports the southbound OR 217 ramp to I-5 south and the parking lot of Gerber Legendary Blades property. The proposed ODOT project addresses the provisions of Chapter 18.790—Tree Removal in the following ways: A. Removal permit required. Tree removal permits shall be required only for the removal of any tree which is located on or in a sensitive land area as defined by Chapter 18.775. The proposed project lies within a sensitive/and area as defined by Chapter 18.775, and this code is applicable. The proposed ODOT activity meets criteria G. (2) of Chapter 18.775, since the project will occur within a "natural drainage area." The fol/owing tab/e lists the trees that will be removed: Trees to be removed Caliper or dbh (inches Alder (Alnus rubra) 16" Hawthorn Cratae us mono na 6" Hawthorn Cratae us mono na) 8" Alder Alnus rubra 10" Alder Alnus rubra 8" Alder (Alnus rubra) 6" Total dbh of Removed Trees 54" The permit for removal of a tree shall be processed as a Type I procedure, as governed by Section 18.390.030, using the following approval criteria: 1. Removal of the tree must not have a measurable negative impact on erosion, soil stability, flow of surface waters or water quality as evidenced by an erosion control plan which precludes: a. Deposits of mud, dirt, sediment or similar material exceeding 1/2 cubic foot in volume on public or private streets, adjacent property, or into the storm and surface water system, either by direct deposit, dropping, discharge or as a result of the action of erosion; b. Evidence of concentrated flows of water over bare soils; turbid or sediment-laden flows; or evidence of on-site erosion such as rivulets on bare soil slopes where the flow of water is not filtered or captured on site using the techniques of Chapter 5 of the Washington County Unified Sewerage Agency Environmental Protection and Erosion Control rules. The proposed tree removal will not have a measurab/e negative effective on any site resources. The project will be constructed under the provisions of the ODOT 1200-CA, which will be fol/owed to address all erosion contro/issues related to construction of the streambank stabilization project. Clean Water Services ha� :ued a Service Provider Letter specifically for this project, and provisions and special conditions of the lefter will address all erosion or sediment control issues listed above. 2. Within stream or wetland corridors, as defined as 50 feet from the boundary of the stream or wetland, tree removal must maintain no less than a 75% canopy cover or no less than the existing canopy cover if the existing canopy cover is less than 75%. The proposed project will not remove the entire area of canopy cover since the project involves only 75 ft, of a 300 ft. long corridor, all of which falls within the 50 ft, boundary. The area of stream corridor within ODOT ROW in fhe project area is approximafely 7500 sq. ft in area. The streambank stabilization area will remove about 1,875 sq. ft. of riparian vegetation. This equals 25% of the riparian area within the project, so 75% of the existing tree canopy will be retained. Although we are removing about 25% of the tree canopy, we are re-planting the entire area with additional native tree species which will improve the vegetative conditions of the sensitive lands area/stream corridor, as required by the provisions of the C/ean Water Services Service Provider Letter. B. Effective date of permit. A tree removal permit shall be effective for one and one-half years from the date of approval. C. Extension. Upon written request by the applicant prior to the expiration of the existing permit, a tree removal permit shall be extended for a period of up to one year if the Director finds that the applicant is in compliance with all prior conditions of permit approval and that no material facts stated in the original application have changed. N/A D. Removal permit not required. A tree removal permit shall not be required for the removal of a tree which: 1. Obstructs visual clearance as defined in Chapter 18.795 of the title; 2. Is a hazardous tree; While ODOT is applying for the tree remova/permif, the sfreambank stabilization project was developed to address the detrimenta!effects of trees falling after being undermined by the natural flow of Bal/ Creek, with the resulting roof areas leaving scour holes that threaten the foundation of the I-5/217 ramp retaining wall. ODOT could propose fhat the trees being removed are "hazard trees"due fo their potential for causing the failure of the I-5/217 ramp retaining wall. 3. Is a nuisance affecting public safety as defined in Chapter 7.40 of the Municipal Code; (N/A) 4. Is used for Christmas tree production, or land registered with the Washington County Assessor's office as tax-deferred tree farm or small woodlands, but does not stand on sensitive lands. N/A E. Prohibition of commercial forestry. Commercial forestry as defined by Section 18.790.020 A.2., excluding D.4. above, is not permitted. (N/A) By meetinq the above standards and requlation, we feel that the intent of the proiect meets Section 18.790.050 Tree Removal Permit. . . . Sensitiv� Land Requ �rements & �� Tentative � i�� _ �� .�-�, �� Proiect Name: I-5 at Ball Creek stream Bank stabilization project Proiect Location: I-5 at Mile Point 291.970 (East Bank of Ball Creek adjacent to I-5, behind Gerber Legendary Blades. The proposed design is considered the minimum to address the streambank stabilization requirements fo�the Ball Creek site. If we don't do the stabilization on the proposed area of the project, we expect to have future maintenance emergencies due to the flashiness of Ball Creek in this area and the close proximity of I-5/OR 217 retaining walls to the creek. Coir logs in lifts wrapped with geogrid or geotextile are proposed, with long live stakes, probably willow, inserted between the coir log lifts to provide the long-term bank stabilization of interlaced shrub and tree roots. This design is expected to keep the soil from washing out from behind and around the coir logs while the willow/shrub cuttings become established enough to provide long-term bank stability. The proposed design was developed by ODOT maintenance, and hydraulics & Geotech registered engineers. The design was developed after carefully considering what the best stabilizing design might be, both for cost-effectiveness and for providing a long-term "fix"for the existing bank conditions and the hydrologic character of the stream flows. We've also reviewed the stormwater outfalls and have developed some design altematives to minimize the amount of rip-rap needed to protect the outFalls, and to most effectively convey the stormwater in the least erosive manner. The outfalls for the stormwater facilities are above ordinary high water and would not be regulated by permits at either the state or federal level. This is a maintenance project and will be constructed by ODOT maintenance forces to ensure meeting all the necessary policies, guidelines and timeframes; specifically the Sensitive Land Permits code 18.775.020 F (1,2); 18.775.070 (D); 18.775.090 —B, �Tree Removal code 18.790.050, as follow: Section 18.775.020 F. 1. The Director shall have the authority to issue a sensitive lands permit in the following areas by means of a Type II procedure, as governed in Section 18.390.040, using approval criteria contained in Section 18.775.070: The project falls under the above section by meeting the criteria of(1)a. and b. as described below: a. The project is in a drainageway (Ball Crk.) b. Some parts of the project area are on slopes in excess of 25%; c. The project lies in a stream corridor but does not contain regulated or non-regulated wetlands. 2. Sensitive lands permits shall be required for the areas in Section 18.775.020 F . . . The project meets the following criteria: a. Ground disturbance—The project will involve slightly more than 50 cu yds. of disturbance (ACOE and DSL permits have been received for the proposed project). � b. Repair or construction —the proposed project will protect the cost of a large retaining wall that accommodates a public facility. The cost of the repair is significantly less than the cost of replacing the structure. However, the costs of the loss of the structure are significantly more than the actual costs of the replacement facility due to disruptions to the regional/statewide economic structure by the closure/loss of a major regional transportation facility. c. Residential/non-residential structures - Does not apply directly. d. Accessory structures -The OR 217/I-5 retaining wall as a whole is larger than 528 sq. ft. and lies entirely outside the floodway area. Bv meetinct the above standards and requlation, we feel that the intent of the project meets section 18.775.020 F Sensitive Land Permits. Section 18.775.070 (D): D. Within drainageways. The appropriate approval authority shall approve, approve with conditions or deny an application request for a sensitive lands permit within drainageways based upon findings that all of the following criteria have been satisfied: 1. The extent and nature of the proposed land form alteration or development will not create site disturbances to an extent greater than that required for the use; We are repairing existing damage. The area of disturbance is the minimum possible to accomplish the project goal of stabilizing an eroding section of streambank, and will prevent great distrubance due to potential catastrophic failure of a larger section of streambank. 2. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property; Stream bank stabilization will not result in any erosion, stream sedimentation or ground stability, the intent of this repair is to further stabilize the bank. The design was developed after carefully considering what the best stabilizing design might be, both for cost-effectiveness and for providing a long-term "fix" for the existing bank conditions and the hydrologic character of the stream flows. We've also reviewed the stormwater outfalls and have developed some design alternatives to minimize the amount of rip-rap needed to protect the outFalls, and to most effectively convey the stormwater in the least erosive manner. The outfalls for the stormwater facilities are above ordinary high water and would not be regulated by permits at either the state or federal level. Sensitive Lands 18.775-12 Code Update: 5/07 3. The water flow capacity of the drainageway is not decreased; The project will slightly increase the capacity of the channel, and remove the additional material that was placed on the stream bank during the winter event emergency repair in Dec. 2007 4. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening; ► CWS &Tigard requiremen. �II be implemented. The proposed poqect will mitigate for any vegetation that is going to be removed. The condition of the existing vegetation will be improved through the removal of some invasive plant species and replanting with native shrubs and trees. The project area will be seeded with erosion control seeding and also a permanent native seed mix. 5. The drainageway will be replaced by a public facility of adequate size to accommodate maximum flow in accordance with the adopted 1981 Master Drainage Plan; Drainage way will not be replaced or changed, it will only be stabilized and flow conditions improved. The project will slightly increase the capacity of the channel, and remove the additional material that was placed on the stream bank during the winter event emergency repair in Dec. 2007. 6. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands, and CWS approvals shall be obtained; We received the permits for ACOE (Permit# NWP-2008-479), DSL (Permit#14425-GA); we are currently in the process of obtaining the permit from CWS. 7.Where land form alterations and/or development are allowed within and adjacent to the 100- year floodplain, the City shall require the consideration of dedication of sufficient open land area within and adjacent to the floodplain in accordance with the Comprehensive Plan. This area shall include portions of a suitable elevation for the construction of a pedestrian/bicycle Since the proposed project is repair of an existing condition and is the minimum necessary to repair and stabilize the bank, there will be no net fill in the floodplain. Bv meetina the above standards and requlation, we feel that the intent of the proiect meets Section 18.775.070 (D) Sensitive Land Permits. Section 18.775.090 Special Provision for Development A. Does not apply. The project area does not impact any wetlands, only riparian corridor. B. Applies—The proposed project lies within a riparian corridor. C. Does not apply. D. Does not apply. The riparian corridor, according to the CWS standards, is in °marginal° or"degraded" condition, as documented by the submitted Sensitive Area Certification. E. The width of the corridor is not really applicable since the entire corridor is narrower than the proposed regulated width according to CWS standards and the activity must take place within the corrido�to both protect the riparian corridor(which is washing away)and improve the condition of the vegetated corridor. F. The corridor condition has been evaluated based on the CWS Design and Construction Standards and is rated ma�ginal or degraded. G. The standard setback distance . . . The proposed project falls under Subsections d. e, f, and g, of(5}above, except for provisions of Section 6 below, pertaining to ACOE/DSL permits. H. The above provisions of 5., d,e, f, and g above do not really apply since the project is subject to the conditions of both AC4E and DSL permits, which have already been i � , issued for this proje� nd the project does not meet the pro�._.�ns of a, and b, since the corridor condition is marginal and degraded, as evaluated according to the CWS Design and Construction Standards. By meetinq the above standards and requlation, we feel that the intent of the proiect meets Section 18.775.090 Sensitive Land Permits. Section 18.790.050 Tree Removal requirment This information is submitted in support of the Oregon Department of Transportation's application for land use authorization to construct a streambank stabilization project on a section of Ball Creek that lies on ODOT right of way between a retaining wall that supports the southbound OR 217 ramp to I-5 south and the parking lot of Gerber Legendary Blades property. The proposed ODOT project addresses the provisions of Chapter 18.790—Tree Removal in the following ways: 18.790.30 Tree Plan Requirement A. A plan has been provided that shows the location of all trees within the project area. B. 1. All trees have been shown on the plans. Ten trees are located within the project limits. Of these ten, six trees larger than six inches in diameter. Only one tree is larger than finrelve inches in diameter. The species of trees are not identified on the plans; however, all the trees are deciduous and are either alders (Alnus rubra) or English hawthorns (Crataegus monogyna). Alders are commonly occurring, quick-establishing and fast growing native trees and occur along the edge of the stream channel. All of the alders have been pruned or topped such that the trunk is substantially thicker than would naturally occur. The hawthoms are commonly occurring. quick-establishing, fast-growing non-native trees that are frequently considered an invasive species. They are growing on the higher elevation portions of the streambank stabilization area B. 2. Only one tree is larger than 12" in diameter. This tree is a 16-inch diameter alder tree and must be removed as part of the streambank stabilization since the tree is located in the middle of a section of coir log and willow-cutting bank bio-engineering. There are no ways to effectively retain this tree and also stabilize the streambank. 8.2. a. The project will retain less than 25% of the existing trees over 12" (only one tree is larger than 12"); however,five additional trees larger than six inches in diameter will also be removed. ODOT proposes to mitigate based on the provisions of 18.790/060 D. Trees to be removed Cali er or dbh inches Alder Alnus rubra 16° Hawthom Cratae us mon na 6" Hawthorn Cratae us mon na 8" Alder A/nus rubra 10" Alder Alnus rubra 8" Alder Alnus rubra 6" Total dbh of Removed Trees 54" 18.790.060 D. Guidelines for realacement. 1. The replacement trees will not be the same as those removed, but will be species from the attached plant list. The removed trees are species that are not considered high value riparian vegetation. The species of Vees that will be planted are native trees that � will provide higher ha t values than those removed, but will ,..,c pose any maintenance hazards or concerns due to proximity to the state highway facilities. 2. We request that the Director allow replacement of the removed trees with species taken from the attached list since the existing trees that will be removed have either low natural resource value, or present maintenance concerns. NOTE: Alders are not allowed in ODOT roadside vegetation management areas due to their shallow rooting characteristic that allows them to fall over on the highways when soils become saturated during winter conditions. This is the circumstance that required the proposed streambank stabilization project. 3. A 12"diameter alder is not available as a replacement planting, and ODOT would not want to replant with an alder due to tree hazard concerns. ODOT proposes to replant with a minimum of 108#1 container(1 gal. size)trees. This is proposed based on an estimated caliper size of'/z". This size tree has a better possibility of becoming established and surviving the summer season following planting than larger caliper trees. The trees will be replanted in the riparian area where they are to be removed. In addition to the tree replacement, the vegetation of this section of streambank will be enhanced to remove all invasive species, and will be replanted with appropriate native tree and shrub species in accordance to Clean Water Services Design and Construction Standards. Trees to be removed Cali er or dbh inches Alder Alnus rubra 16" Hawthorn Cratae us mono na 6" Hawthorn Cratae us mono na 8" Alder Alnus rubra 10" Alder Alnus rubra 8" Alder Alnus rubra 6" Proposed Plant List Scientific Name Common name T e Condition Size Trees Calocedrus decurrens Incense cedar Conif. Cont./B-R 1 al. Thu'a licata Western red cedar Conif. Cont./B-R 1 al. Pseudotsu a menziesii Dou las fir Conif. Cont./B-R 1 al. Quercus ar ana Ore on white oak Decid. Cont./B-R 1 al. Acer macro h Ilum Bi -leaf ma le Decid. Cont./B-R 1 al. Rhamnus urshiana Cascara Decid. Cont./B-R 1 al. Salix lasiandra Pacific willow Decid. Cont./cuttin s 1 al. Shrubs Cornus sericea Red-osier d wood Decid. Cont./B-R 1 al. Holodiscus discolo� Oceans ra Decid. Cont./B-R 1 al. Ph socar us ca itatus Pacific ninebark Decid. Cont./B-R 1 al. S m horica us albus Snowber Decid. Cont./B-R 1 al. S iraea dou lasi Dou las s iraea Decid. Cont./B-R 1 al. Rosa nutkana Nootka rose Decid. Cont./B-R 1 al. He�baceous Pol stichum munitum Sword fem Ever r. Cont./B-R 1 al. , D. 4. The replacement plar s will be mstalled at a season and m � ,nanner that will provide the highest likelihood of survival. In addition, ODOT must comply with the Clean Water Services standard monitoring requirements to ensure sensitive area plant survival. By meetinct the above standards and requlation, we feel that the intent of the proiect meets Section 18.790.050 Tree Removal Permit, NEIGHBORHOOD MEETING MATERIALS � � . � � � � � � . � �s � z .A►FFTTJ.A.V�T OF MA�CLYIV�G/POSxING NEIGHB�RHC�(JD MEETING�OTICE IMC'ORTANT NC�"Y'TCE: "�'HE APPLICANT IS RE QUIRED TO MAIL THE CITY OF TIGARD A COPY OF THE NEIGHBORHOOD MI'sETING NOTICE THA`l�PERTAINS T4 THIS AT'�ZDAVIT AT THE SAM�TIME P�tOP�RTY O��UNETLS ARE MAILED NOTICE,TO TI-�E ADIJItCSS BELO\Y�: Cicy of'Z`igat�{Planning Divisioa ]3125 S�W Hall Aouleva�d Tigard,OR 97223-8189 IN ADDITrON,THE APPT�ICANT SHAr.�.SLJI3MIT THIS AI'FIDAVIT&COPIES OF ALL NOTTCE5 AT THE TIME OF APPX.YCATION. MAYL�NG: I, S�f�� 9�'�"3� �Uelllg duh�sworn,depose uid say tl�ac on the � ��' day of �-�s�s7 , 20 D-S ,I cause�i to ha.�e mailed to each of the persons ori the attaclied list,a notice of a meceu�g to discuss a proposed de��eloymezit ac (ornea�j x S 4 t !3�//Cli�'�l�!-r�ry S �' 7 2 "�/!�/C ,a copyo[.t�lucli notice so mailed is attached liereio and�nade a pa�t of hereof. I funher statc that said noticcs n�cre e��closed in eirvelopes pL-�uily addressed to said ersons aud�ere deposited on the date indicaced . .iUore in ct�e Uniced Srates Posi Of(ice locaced ac Pei�* !e y c� � O n 4�2d 9 , n2th postage pirpaid diereon. i� Signatvre (In�e,pie-��encc af a Notaiy Public} PosT��v�: I, S �� f N�� ,do affu�n tUat I am(represent)the panyinitiatu�g inteicsr in a proposed l;u�d iue applicaaon {o�• Ci Q /I C 6 r rlc 1304 /UlL S��'9�L/ ZL47�bt+-� affectin$tl�e land locatecl at(state the approxiniate ]oc:�rion(s)TF no add�rss(sjand all cax lot(s)cun�ndy registc��d} ,�--:r�'I f�4�(G L PC(G ,�tJ�4y Su-i '�z"'a�9 v,.. � ,and did on thc day of ,20 pe�sonally posc no�ice indicating ehac che site n�ay be p�nposed for 1 Typ r CL hnd use applicarioii,and che tu»e, da�e:u�d pJace of 1 neighborhood meecing m discuss t{�e proposal, 1'he sig�i was posted at� J S�Z 4� S �✓ `7�-~a � v� . -•_._. -- ~ {state]ocatio�i 7vu pasred notice on propeit�) ^ Signanue (In rf�e prese�tce of a Not�iy Putiiic) � (THIS SEGTI�N FOR A STATE OF OREGON,NOTARY PUBLIC TO COM�'LETE/NOTARIZE) STATE O��C��-n— ) CoUnty Of�L(�,�-�-��e.,,,,.G, )SS. � SuUsciibed a7�d s�cvani/a#fiYned befoi�e n�e on d1e � day of u- S ,20�. oFF�an�.s�►� ' DAqY ADAMS -�/ NOTA1iY PUBLtC•4fiECiON COMMISStON N0.423688 O ARY P IC OF OREGON MY COMMISSfON EKPIRES DEC.3�,2011 � My Coii�nis � II EX�11'CS: l2 �o/� � i�\e�«y�1n\nvs�ys\�v;shlxxlwod eraeiv�s\affiA�ric of mo�ing��ws�ir�mi�l�bo�laai rrK��uiK.Jcx / Page 5 BALL CREEK BANK RESTORATION PROJECT PUBLIC MEETING AUGUST '19, 2006 TIGARD PUBLIC WORKS AUDITORIUM AUG. 'I 9, 2006 8777 SW BURNHAM ST. TIGARD, OR 97223 NAME ADDRESS E-MAIL PHONE r` L.o c.�c 1 z.vQ seJ 2 h c4 �-, C-` erl� ea� . � —i 25� � jOw1 A2LNG-�2 441 z S�+ Goe.Bc rt 'CbM_ q¢�y E,2 C`Nv. cfJM S03 - Z`f�•( q 39 I`b�0�+n �c�� 171 l (o NC Su�. 3�U�• C`CvakQsc.�hwt�ke�n�:cv��«r��A1 C�� v 3 -� yl - � 3 3 3 Ball Creek Bank Restoration Project Tigard Public Works Auditorium Aug. 19, 2006 8777 SW Burnham St. Tigard, OR 97223 Meeting Summary Attendees: ODOT: Sam Hunaidi Asst. Dist 2A Manager Tova Peltz ODOT Region 1 Geo Hydro unit Ed Foltyn ODOT Region 1 Geo Hydro unit Steve Harry ODOT Region 1 Community Affairs Manager Gerber Legendary Blades Marie Hagenlock, Facilities/Security manager PBS Engineering (representing Gerber) Tom Archer Sunmark Construction (representing Gerber) Robin Cook Steve H. called meeting to order at 6:05 p.m. Handouts distributed at the sign in table � Explained the City of Tigard permit application process No questions were asked Introduced Sam Hunaidi Sam provided a project explanation referring to distributed handouts Tom A. asked about the declared emergency permit requirements. Sam H. explained permits were not necessary for emergency repairs. Tova P. Explained the ODOT works closely with regulators during an emergency repair so work and impacts are agreed Marie H. asked about the most recent hydrology report Ed F. explained that the hydrology report was conservative, based on a full development scenario, so it remains applicable to Ball Creek Robin C. expressed concern about debris removal and potential long-term impact to the Gerber bag wall that was constructed. Said about 18 inches of the bag wall was undermined due to the winter event Tova P. explained that excavation will be 12 inches deep into rock, as per the handout Tom A. Asked about potential damage to the Gerber wall resulting from ODOT construction. Sam H. explained that the work will not be done in the area of the undermining, and that if construction caused damage to Gerber property ODOT would repair it. Marie H. explained the need to preserve the Gerber parking lot. That the January major storm caused water to overflow into the parking lot. Ed F. explained that when a 50 hour long storm hits, there are likely to be numerous problems. Tova P. explained that it is essential have deep rooted vegetation to help hold environmentally friendly walls in place. They need a two-year establishment period. Ed F. explained that ODOT will use non-degradable material to help hold vegetation and help ensure that deep roots are established. He explained that planting grass doesn't provide deep enough roots to stabilize the environmentally friendly walls. Tom H. asked if Gerber could put larger rock in the stream Ed F: explained that larger rock would likely cause more turbulence and that regulators may not approve. He said more turbulence is likely to contribute to erosion problems. All agreed on working together to monitor stream conditions moving forward and on notification between ODOT and Gerber in a collaborative effort when future events happen to protect both sides of Ball Creek, Gerber property and ODOT right of way along I-5. All agreed that the contour of the stream bank would not be straightened which will help minimize future problems to the Gerber wall. Meeting adjourned at 6:55 p.m. Prepared by Steve Harry, ODOT Region 1 Community Affairs manager i - � � r L'It�/ Of Tlgal"C, ° Room Reservation Application . � . Conference rooms in the Tigard City Hall(13125 SW Hall Blvd.)and the Public Works Building(8777 SW Bumham St.) are available for reservation Monday through Sunday, 8:00 a.m.to 10:00 p.m. The minimum reservation period is two hours. Include time in your reservation request for both set-up and clean-up. Please forvvard the application, rental fee,and/or deposit to: City of Tigard,13125 SW Hall Blvd.,Tigard,OR 97223. Event date: �Na- /8, �g Hours of reservation: From: S-��Pm To��'."b��M � (Must include set-up and clean-up time) Organizatio�ndividual requesting use: S�.s� �LN�af� — O Q�6o�t1 .J�� //�r�1�rT�+-t`��. Contact person: ��o✓l �'t�,��r]�GC1 Mailing address: (o OdU S Ccl /�ad,0 I`d City: i PO r�l-�G�i�+,� State: ��- Zip Code: ��ZZ / Day phone: �0 3— 22Cj—.Soo� Evening phone: Phone Number To Reach You During Your Event �a 3- 9� 9- �7 7 '�1 Person who will pick up room key from the Police Department: � �.u9l�ccc�i_� ROOM(S) ❑ Town Hall Room ❑ Red Rock Creek Conference Room � REQUESTED: ❑ Richard M. (Dick) Brown Auditorium Type of event: � P.a"c��,��e,od l�e�r.;,, User group category: ❑ Group 1 - Tigard Resident or Non-Profit Size of group: �-c��v 3 0 ❑ Group 2- For-Profit Event by Tigard Resident May not exceed room capacity �Group 3- General Public f$Govemmental Agency Room Rental Fees: The rates shown below are hourly rates. Please see the Policies and Procedures for the definitions of the user groups. - .. . .. . . . . . Town Hall Room 90 $10.OQ $15.00 $20.00 • _ Red Rock Creek Conference Room 20 $5.00 $10.00 $15.00 = Richard M.(Dick)Brown Auditorium 150 $12.00 $17.00 $22.00 = Party,Reception,Potluck? Add Additional 5100 Cleaning/Security Deposit $ TOTAL OWING: $ P/ease make sure to sign the back page. Applicafion wil!not be processed unless signed. Please read the Policies and Procedures for Reserving City of Tigard Meeting Rooms and the following information prior to signing this Room Reservation Application. R��se a�'ia • All reservations require submission of a City of Tigard Room Reservation Applica6on. • All reservations must be made at least ten(10)business days prior to the event. • To complete the reservation process,the application,rental fee and/or security deposit must be received by the City ten(10)business days prior to the reservation date. • Reservation requests will be"tentatively"held for ten(10)business days from the date of the room use request. If the application and rental fee are not received within the tentative reservation time,tentative reservations will be released and the room made available to others. • If required,the$100.00 refundable security deposit is due ten(10)business days in advance of the rental date. • Applicants must be 21 years of age or older. 2 °-�,`� �>�`�4� �^ `��y _Advance Reservations;�` t� The Ciry's goal is to allow as many different groups as possible an opportuniry to use the facilities. One time room use may be reserved up to six months in advance of a function. Recurring room use may be reserved up to one month in advance. A refundable security deposit of$100.00 is required for parties, receptions and potlucks. The deposit is not required when light refreshments will be served at a meeting. The deposit is due a minimum of ten(10)business days in advance of the rental date. Refund of the security deposit is based on whether ALL policies and procedures have been followed. Cleaning supplies and equipment must be provided by the user. Please see the policies regarding room use for details on the retum of the deposit. --- -- ---- Cancellation or Relocation . , ° , �;� , Please submit cancellations, in writing, no less than two(2)business days prior to the scheduled event. A$10.00 service charge will be retained for each cancellation. Room rental fees will be forfeited if an event is cancelled with less than 2 days notice. All efforts will be made to keep approved room reservations intact; however,the Ciry retains the right to relocate or cancel a function if necessary. The Richard Brown Auditorium is used as the City's Emergency Operation Center. It may be necessary to cancel your event without notice.We will make every effort to relocate your event. I agree to protect, indemnify, and defend the City, its authorized agents, elected and appointed officials, and all employees against any and all claims as a result of persons attending any function at the facility. This provision includes any expenses incurred by the City defending such claim. I further understand the City, its elected and appointed o�cials, and all employees will not be held responsible for any lost or stolen articles, clothing, etc., as a result of persons attending any function in the building. I have read the Policies and Procedures for Reserving City of Tigard Meefing Rooms and the information on this form. I further agree to abide by the Policies and Procedures as well as the ordinances of the City of Tigard and I accept responsibility for any violations as they may pertain to the application. Signature / S�-� Date � —��--o � FOR OFFICE USE ONLY Room Use: Approved❑ Disapproved❑ Date Administrative Services Supenrisor Date logged ❑Paid in Full ❑No Charge ❑Balance of due by i:bfskoom ws�mectenkity roome\room uas eppliufwn 2008s doc � - �'7� �;;` ,:�;.' _ , Department of Transportation w ,.;� � � -�Region 1 Community Affairs Office ,� �: a rF 123 NW Flanders Street f'� �� AU G 0 6 2D08 Portland OR 97209 ,�-_;,; . ��K��c�� Phone:(503)731-3490 Fax: (503)731-3266 .., '_ .�� NOTICE OF NEIGHBORHOOD MEETING August 1 , 2008 RE: Oregon Department of Transportation Ball Creek Stream Bank Stabilization Project Dear Interested Party, The Oregon Department of Transportation is the owner of the property located on the East bank of Ball Creek Adjacent to I-5 The project is located behind the Gerber Legendary Blades property. In order to stabilize the stream bank ODOT will remove the rip-rap and replacement of the temporary armoring with a long-term bio-engineering solution (Geogrid or Geotextile wall) , including increasing vegetation, shading and enhancing of the stream channel within the State Right-of- Way. Prior to applying to the City of Tigard for the necessary land use approvals, ODOT representatives would like to discuss the proposal in more detail with surrounding property owners; residents; and interested Parties. You are invited to attend a meeting on: In Order to meet City of Tigard permit requirements the meeting date has changed to: Tuesday August 19, 2008, 6 : 00 p.m. In the Public Works Auditorium City of Tigard - The Water Building: 8777 SW Burnham Street Tigard, Oregon 97223 Please notice this will be an informational meeting on preliminary plans . These plans may be altered prior to submittal of the application to the city. We look forward to more specifically discussing the proposal with you. Please contact Sam Hunaidi, Assistant Manager ODOT District 2A at 503-229-5002 if you have any questions . Sincerely, Sam Hunaidi Assistant Manager ODOT District 2A . - . GEOGRAPHIC INFORMHTION SVSTEM AREA NOTIFIED (500') SwKR�SFH'A� �� FOR: O.D.O.T. nnioouam (Ball Creek Stream Banlc Stabilization) RE: 2S I I 2AA, 300 �w,mw (I4�00 SW 1�nd Ave.) nnxuenee LANDMARKLN -------- �^�^^�•�• Property owner information numonae � is valid for 3 months from the date printed on this map. SW MEqDOWS R� . � mrn�aa�a nun�nn w��mw tIFI1��IMM 0 annuw� numenw .. N � � rrtmnnu anauno� I n n nunm�m anuu�su � N BONITA RD � 0 iD0 200 300 40D 500 Feet 1"=365 feet r � __ �r N � � Information on this map is for general location only and � should be verifed with the Development Services Division. 13125 SW Hall Blvd � Tigard,OR 97223 m � (503)639-4171 � http://w�vw.ci.tigard.or.us Community Development Plot date:Aug 5,2008;C:�magic\MAGIC03.APR '.:." ::_ � �, >:,� t- .,� _ " ' �: � ^ � ' = � g � -- "°"" L �,� `_ ,: � .. �. -•� � �t � £ r • . ` Ma�v, ` -� \ � -� � Wpsbora 26 ut a �� '� '�W�pic �`� � + -� � . orestGrover. �� , �-� l�ItnOtttahy�y�y�llage` N .+ ' � T~3 �-{ r""'� . ��, "" � j-'�'.w Corneliuc i .- ... ., . i xs Cxaahem _ � a�: �, � � ^ � � �ew � �=• ~ _ � �'Vashliigt.^.:�ee.vena, - - _ _ 2e j i� . . � � � . 1 -<, -, � -- � �..� - ard �Iwiwkie ,. yVeNDama�w�---��"�. �� _ " p ; - --=. �:C..�..• . t.,.y�;,. w � ` . _____: ' � wng ryD� em ��b ' , c Sa • . e�o�011f16 -. ..� _ _ - ,�,,.�f �. _ . �Glads ..,'E�� . _ _ __- ,_ .�.rR ' �t t �� '�___ Shenvood . , slLn,- i, .. �1� I !_�a�, oreyonary�l:,ckamas • � �.x � - Yamtlil{r�.�we�c�I v�s hne , -�r - � �� '"� �� - � 1 �i esiScaaa ;:�� _ � .� n ' '` ; . n _ . ouneebl�, � __ 6a -� j -. - _ _ . _�� ` -�_, .y �� }� vf"1 � . � . 1 �. _ !, �" Canby , . ' _ � :�,�\ �* . �a9ow :t+. � !� �a� �E'� � � � R;� a\Iwr-CI Pa A�fSd �� - Ball Creek � �� , � �;a� � �= - ��--�'�� `'-*-��i. .{� y �", '� --� Project Location ;�"°� fl - � � ��'^ � - �''� '- � � �� 'i� , _ '� � �1 �' �.� � - 9 � �v , ,� T ' ' � . �,� _�' �+ �^ °�6 '�r j � � � '�' ''ah ;`� '_ - I'' � -� '�'?;. ,� � r�1 , � , :�� `�.. - , � i{ i,...' _ ��s � - -_ �.��`� �`'r+r` '�R �` `� ` �� ' , i � , �,� , � i ,r. 'i. �Y ,y +�,,. � � .1 ? �� +� • ._ � � ` 7s / `��p.y� � _ � ?� r � �"+� 'T T 7 7 � s � , , � -��I:'':.' � � �:'� � . �`�' _.-�'r� �a '-�2"�� - �� ' ' �'�"•'�4"��"�±!P _ . �� .. ? � � . .� . .-.��. �,.'� �'� a-^�- . . f1 �� l _ s ' *' ��'�' ,�, ±s� �, � ,��,��' ;: ` ''� '+�=�1��`�''.`'�r F� �s� �e - � -1'1 ; . . � . _ �j �# ,�•�...� - n,� - '�': _ • • q�,..� .,�e�.�.,�+ _��.�e�„i* .d{-�"" _ P �.'` �.T-- � �"� r ^� s� � ?�l,dt /r.�t t �f ��z.�. -� "� �n� � - r •'� - `,�y � ' „'� �' {'7 ,��°� .,. , � �T �'rn :'� � '�, �. t �� .v 1� '4 �'... _aiC�� .^ � �l f . � ;y � '..'�h � $s, "^ x ,_ �."' ' ;. � c ,� . . � � �r iF � . '��, � # '� �� 9��,' � � r i. . .i .�� I��F�iJi, r i ��. .? . ' - 7 [ J.-I�C � ,. `'E i= �, - '� , �� .. � ^-s'�.'�� ' � �T� � � �� ,� ��, � � I 5: Ball Creek � � �"`y'�..,�,� I Streambank Stabilization � - - ., _ �� _ , < ��t'�°��- ,,, Location Map �, � —y�� ; � :t��.�r�t:; - � � q` � , 3 G � � , � � ry- � � .. _ .<�.�. ��..�* ''� � �.* ��r�� p ta0 280 Feet 7A ! kc - # . .''� ' C S �,,, . �'�^'1 � ':�7� :'�._M� .''�'F� 'X's^i�. — �.,�: � 't�+� �� "- ` �.::' Sf ;'v�: � ;--�� , � . �s'�.;ac z p ��A�'T � . � .a:� � ��_ a� �'=� � �t�y . ��.. �. � ,,, DISCUIMFR �.�S" � ��{ ��Y� �� - � � Thu Wotlucl e t«INOmw%orol DWaee�oM'W r�uy not hrve Deen � _ �, �� ..� ,�y-,•. �.; �. - !. - P�lm«besul�eblebrbGd.�qHeemqasurv�W�qw�oaea. a e# .��Y� t ' F G* .. � �: � . . t: . lher!d I�i�nk�melion iMJL mbwor�nroWl lhe p�im�7 611� �� ' y�5%4d '_� `'�• � � . . W�NOrtN4on foutOSa 10 YaCt11Nn C�e us8dflY d tlw inbtl�HbOn ( �• � .� . .w . � `Yk -. - .., .��, . �:.3 i, ��. s - . . 3'= ...�„ .� r.k_xx,,.l � 7. .t�`a ,:' a �:. �r �'.r.. r, - 1�...: h'5=.3._ _�__. �, _ _ x � a w �, , �� . L� r � . . - . ,., .,_. -�� '� ...,r.> . .. .:r..�..-...m ... . ,;�:,>.. ..m _ ._ May 9,2008 Departnlent of Transportation � � � � ��.�,�'i"�°:J ;-�(.�'�fE+3i��egion 1 Community Affairs Office :-�: ; 123 NW Flanders Street Theak�eRKu�„Gar�n� A�� 6 2�� Portland OR 97209 Plione;(Sd3)731-3490 Fax;(503}731-3266 �,f'i'`r ��TIGA9�Q N4TICE OF NEIGHBORH40D NlEET=NG August l, 2008 RE: Oregon Department vf Transportation Hall Creek Stream Bank Stabilization Project Dear Interested Party, The Uregon Department of Transportation is the owner of the property located on the East bank of Ball Creek Adjacent to I-5 The project is located behind the Gerber Legendary Blades property. In order to stabilize the stream bank ODOT will remove the rip-rap and replacement of the temporary armoring with a long-term bio-engineering solution (Geogrid or Geotextile wall) , including increasing vegetation, shading and enhanca.ng o� the stream channel within the State Right-of- Way. Prior to applying to the City of Tigard for the necessary land use appravals, ODOT representatives would like to discuss the proposal in more detail with surrounding property owners; residents; and interested Parties. You are invited to attend a meeting on: In Order to meet City of Tigard permit requirements the meeting date has changed to: Tuesday August 19,2008, 6:U0 p.m. In the Public Works Audi�orium City oE Tigard - The Water Building: 377.7 3LV_ Surnham Street Tigard, Oregon 97223 Please notice this will be an informational meeting on prel.iminary plans. These plans may be altered prior to submittal of Che applicatian to the city. We look forward to more specifically discussing the proposal with you. Please contact Sam Hunaidi, Assistant Manager ODOT District 2A . at 503-229-5002 if you have any questions. Si.ncerely, Sam Hunaidi Assistant Manager ODOT District 2A OE06RA�NIC IN�ORMAT�ON EYlTfM � AREA NOTI FI ED (500') �"��,r =____-_--__ FOR: O.D.O.T. „_ (Ball Creek Stream Bank Stabilizatian} RE: 2S112AA, 30Q ,,,,,,,, (I4�00 SW 1Znd Ave.) �--- ___________ _ , ■� � Property owner i�ormation �..� is valid for 3 months from the date printed on this map. 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P dir.�.Jr � :1....�1��, r 6 a�., � C� � � .^`�w.+� av"a f"'t� I � . � �'�� ^� �tE07�80.}000 07BB00903 CP[L FUNDlNG 2000-A l.P PA ER RNITURE IPIC 75% PO BOX 1671 1037 BEAVRTN-HLLSDL HWY ORLANDO, 32802 VER 97005 21E076601240 21E078900802 EQUILON ENTERPRISES LLC RONAI.D A NEVE&ASS4CIATES LLC PO BOX 4369 4248 SW GALEWODD ST if8 HOUSTON, 77210 LAKE OSWEGO, 97035 zsti�sao-oosoo 2s��znH-oosoo GERBER LEGENOARY BLADES WALTON CWOR NELSON 13 lLC 14200 SW 72ND AVE BY TTAIePROPERTYTAX DEPT 735 PORTLAND,OR 97223 PO BOX 4900 SCOTTSDALE,AZ 85261 2iE07BB01100 zs �ziu•oosoa INTER-PACIFIC DEVEI CO WA N C NELSQN 13 LLC 201 LIBER7Y ST SE BY TT OPERTYTAX DEPT 735 SALEM, 97301 PO 490 OTTSDALE, 85261 2S10iDD-06800 . 25112AA-OD400 IS PROPERTIES LP WA ON CW NELSON 13 LLC BY UNITED RENTALS IfVC BY TT P PERTYTAX DEPT 735 EPROPERTY TAX PO B 0 PO BOX 4900 DEP7 160 TTSDA� ,AZ 85261 SCOTTSDALE,AZ 85261 21E078800304 2 12AA-00800 KRUSE MEADOWS SHOPPING CENTER WA 01J C PIELSON 13 LLC LLC BY TT OPERTYTAX DEPT 735 PO BOX 1119 PO 0 KAMUELA, 96743 OTTSDAL ,AZ 85261 2 E07B800306 2S112AA-01000 KR E ME OWS SHOPPING CENTER WILLIAMS C�NTROLS INDUSTRIES INC LtC ' 14100 SW 72ND AVE. p X g 71GARD,OR 97224 MUELA, 6743 1E07BB00804 K SE MEAD WS SHOPPiNG CEN7ER � LLC PO 119 UELA, 6743 21EU7BB00305 K SE M DOWS SHOPPING CENTER I.LC PO O 119 MUEIA, 96743 21E078800900 PARKER FURPtITURE INC 75% 70375 SW BEAVRTN-HLISDL HWY BEAVERTON, 97005 •• t . . � . .� Nathan and Ann Murdock Mildren Design Group PO Box 231265 Attn: Gene Mildren Tigard, OR 97281 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Sue Rarman Susan Beilke 11250 SW 82�Avenue 11755 SW 114�h Place Tigard, OR 97223 7igard, OR 97223 Naomi Gallucci Dayle D. &Eve�yn 0. Beach 11285 SW 78'�Avenue 11530 SW 72nd Avenue Tigard,OR 97223 Tigard, OR 97223 Diane Baldwin . 3106 Kinsale Lane SE Olympia, WA 98501 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 Gretchen Buehner 13249 SW 136« Place Tigard, OR 97224 John Frewing 7910 SW Lola Lane Tigard, OR 97223 CPO 4B 16200 SW Pacific Highway, Suite H242 Tigard,OR 97224 CPO 4M Pat Whiting 8122 SW Spruce 7igard, OR 97223 CIl'Y OF TIGARD - EAST fNTEREStED PARTIES �i:lcurpinlsetupllabelslClT East.doc) UPDATED: 6-Aug-07 i . _, ,S�lnootf� Feed SheetsT"" Use tempiate for 5162� .. S�� c v� > � Fought&Co,Inc Contract Furnnahings Mart P.O. Box 23759 � 14I60 SW 72 Ave Tigard,Oregon 97281-2359 ` Suite 110 , Tigard,OR 97223 Leifls Auta Collision Centers Selectron,Inc. 14280 SW 72nd Ave 7225 Southwest Bonita Road Tigard, OR 97224 Tigard, OR 97224 DHL Tigard Grainger Industrial Supply 14344 SW 72nd Ave. 6713 SW Bonita Rd, Tigard,OR 97224 Tigard,Or 97224-8022. , Bradlee Distributors Ina Lifeline � I 6777 S.W.Bonita Road 6713 SW Bonita Rd, ' Suite 106 • Suite 206 � Tigaxd,4R 97224 Tigard, OR�97224-8022. � 1 Hughes �, Senco Products 6713 SW Bonita Rd, !6713 SW Bonita Rd, Suite 210 , �Suite 250 Tigard,OR 97224 ! :Tigard, Or 97224- : Pine Meadowgolf . Granite Building Products . 6713 SW Bonita Rd, 6777 S.W. Bonita Road Suite 270 Suite 120 Tigard,OR 97224 Tigard, OR 97224 Okonite UPS Supply Chain Solutions � 6777 S.W.Bonita Road 14160 SW 72"d Ave Suite 150 Suite 150 Tigard, OR 97224 - . Tigard,OR 97223 1 • � � !n7 ....cr,..,� n.t�.��e st,�� lasee' 5262� , Sr�ootti Feed ShestsT'" Us�temptate fvr 5162� h ; i Fiskars Br d's DSC Window Fashions Gerber Le ndary Blades 13950 SW 72nd Ave 14200 S. . 72ND AVE. Tigard, OR 97224 Tigard R 97224 GVA Kidder Matthews Williams Controls ATTN: Steven Klein 14100 SW 72"d Ave. One SW Cotumbia Street Tigard, OR Suite 950 Portland, OR 97258 United Rentals Walton G�vEr Nelson 13,LLC 1402Q SW 72nd Ave PO�cS'��4900 Tigard,OR 97224 �t��"ttsdale,AZ 85261 � . City of Lake Oswego Planning and Development Department City of Tigard Plazining Division RO Box 369 13125 SW Hall Blvd � 3�80 A Avenue Tigard,OR 97223-8189 I�ake Oswego, OR 97034 , i E - � • I � � � ....,�r,�.r�r► ert.lrr.+eo t.ahets Laser 5262'�' . S � ,� � , r ;��'' ^x.. 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'� �a� Department of Transportation ' } � � ��egion 1 Community Affairs Office �J`' • 123 NW Flanders Street � '`��` °`�` Portland OR 97209 TheodoreRKulongosl�,Go�n�or A�G � 6 2�05 Phone: (503)731-3490 Fas: (503)731-3266 NOTICE OF NEIGHBORHOOD MEETING August 1, 2008 RE : Oregon Department of Transportation Ball Creek Stream Bank Stabilization Project Dear Interested Party, The Uregon Department of Transportation is the owner of the property located on the East bank of Ball Creek Adjacent to I-5 The project is located behind the Gerber Legendary Blades property. In order to stabilize the stream bank ODOT will remove the rip-rap and replacement of the temporary armoring with a long-term bio-engineering solution (Geogrid or Geotextile wall) , including increasing vegetatian, shading and enhancing of the stream channel within the State Right-of- Way. Prior to applying to the City of Tigard for the necessary land use approvals, ODOT representatives would like to discuss the propesal in more detail with surrounding property owners; residents; and interested Parties . You are invited to attend a meeting on: In Order to aneet City ot Tigard permit requirements the meeting date has changed to: Tuesday August 19,2008, 6 : 00 p.m. In the Public works Auditorium City of Tigard - The Water Building: o', ?7 �:+I Burr,�am S�re�t Tigard, Oregon 97223 Please notice this will be an informational meeting on preliminary plans . These plans may be altered prior t� submittal of the application to the city. We look forward to more specifically discussing the proposal with you. Please contact Sam Hunaidi , Assistant Manager ODOT District 2A at 503-229-5002 if you have any questions . Sincerely, Sam Hunaidi Assistant Manager ODOT District 2A . . . GEOGRAPHICiN�nRMAT.�_., _ ��FM � AREA NOTI FI ED (500') , � �kR�sF �� W�� li ' fOR: 0.D.0.T. a,.�,,, (Ball Creek Stream Bank Stabilization ) - I'I RE: �S I I�AA, 300 �,I 1�,.4„'� (14100 SW 12nd Ave.) °� i II I \ i NDMARK LN =__________ ��1—I, i■^� j Property owner information , I �*�+» I � is valid for 3 months from , � the date printed on this map. SW MEADpWS RO -- _ I � 1N�pMa � fNANM w � �'d"�.. 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"``' . . . �, �� s �. �'. _. ��a=�' ' ,.. : � � � 'C' • ' _ �., .; �- , �� . �- K a . . .,. , . - i _. .�..:,..v-� ..::��- �eti-v .,.. e�. :..� ._,..,�- _,-.-- '� �c:z:.�.s . :._a__—__.._. � '�' . ; ._ ' May 9,2008 'e=�` '' .;.� 'f'i" I i n�� T�� , Z1E07�80:000 E07BB00903 CNL FUNDING 2000-A LP PA ER RNITURE�,.,..75% PO BOX 1671 1037 BEAVRTN-HLLSDL HWY ORLANDO, 32802 VER 97005 21E078B01200 21E07BB00902 EQUILON ENTERPRISES LLC RONALD A NEVE 8 ASSOCIATES LLC PO BOX 4369 4248 SW GALEWODD ST#6 HOUSTON, 77210 LAKE OSWEGO, 97035 2S112AA-00300 2S112AA-00500 GERBER LEGENDARY BLADES WALTON CWOR NELSON 13 LLC 14200 SW 72ND AVE BY TTA/ePROPERTYTAX DEPT 735 PORTLAND,OR 97223 PO BOX 4900 SCOTTSDALE,AZ 85261 21E076801100 2S 12AA-00600 INTER-PACIFIC DEVEL CO WA N CW NELSON 13 LLC 201 LIBERTY ST SE BY TT OPERTYTAX DEPT 735 SALEM, 97301 PO 490 OTTSDALE, Z 85261 25101�D-00800 25112AA-00400 IS PROPERTIES LP WA ON CW NELSON 13 LLC BY UNITED RENTALS INC BY TT P PERTYTAX DEPT 735 EPROPERTY TAX PO B 0 PO BOX 4900 DEPT 160 TTSDAL ,AZ 85261 SCOTTSDALE,AZ 85261 21E076800304 2 12AA-00900 KRUSE MEADOWS SHOPPING CENTER WA ON CW � NELSON 13 LLC LLC BY TT OPERTYTAX DEPT 735 PO BOX 1119 PO 0 KAMUELA, 96743 OTTSDAL ,AZ 85261 2 E078B00306 2S112AA-01000 KR E ME OWS SHOPPING CENTER WILLIAMS CONTROLS INDUSTRIES INC LLC 14100 SW 72ND AVE P X 9 TIGARD, OR 97224 MUELA, 6743 1E07B800804 K SE MEAD WS SHOPPING CENTER LLC PO 119 UELA, 6743 21E078B00305 K SE M DOWS SHOPPING CENTER LLC PO 0 119 MUELA, 96743 21E078B00900 PARKER FURNITURE INC 75% 10375 SW BEAVRTN-HLLSDI HWY BEAVERTON, 97005 . . , i Nathan and Ann Murdock Mildren Design ,.,oup PO Box 231265 Attn: Gene Mildren Tigard, OR 97281 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82�d Avenue 11755 SW 114th Place Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle D. & Evelyn 0. Beach 11285 SW 78�h Avenue 11530 SW 72nd Avenue Tigard, OR 97223 Tigard, OR 97223 Diane Baldwin 3706 Kinsale Lane SE Olympia, WA 98501 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 Gretchen Buehner 13249 SW 136�h Place Tigard, OR 97224 John Frewing 7110 SW Lola Lane Tigard, OR 97223 CPO 4B 16200 SW Pacific Highway, Suite H242 Tigard, OR 97224 CPO 4M Pat Whiting 8122 SW Spruce Tigard, OR 97223 CITY Of TIGARD - EAST INTERESTED PARTIES (i:\curpinlsetupllabels\CIT East.doc) UPDATED: 6-Aug-07 'Snnooth Feed Sheets'''" Use temptate for 5162� ' ' l:.%(�vs ��u� �� Fought & Co, Inc Contract Furnnahings Mart P.O. Box 23759 14160 SW 72 Ave Tigard, Oregon 97281-2359 Suite 110 Tigard, OR 97223 Leifls Auto Collision Centers Selectron, Inc. 14280 SW 72nd Ave 7225 Southwest Bonita Road Tigard, OR 97224 Tigard, OR 97224 DHL Tigard Grainger Industrial Supply 14344 SW 72nd Ave. 6713 SW Bonita Rd, Tigard, OR 97224 Tigard, Or 97224-8022. Bradlee Distributors Inc. Lifeline 6777 S.W. Bonita Road 6713 SW Bonita Rd, Suite 106 � Suite 206 Tigard, OR 97224 Tigard, OR 97224-8022. Hughes Senco Products 6713 SW Bonita Rd, 6713 SW Bonita Rd, Suite 210 Suite 250 Tigard, OR 97224 Tigard, �r 97224- Pine Meadowgolf Granite Building Products 6713 SW Bonita Rd, 6777 S.W. Bonita Road Suite 270 Suite 120 Tigard, OR 97224 Tigard, OR 97224 Okonite UPS Supply Chain Solutions 6777 S.W. Bonita Road 14160 SW 72nd Ave Suite 150 Suite 150 Tigard, OR 97224 Tigard, OR 97223 � ,��,�,,,�,.�, ee#i�,e� , ,�� Laser 5262T"� 'Smooth Fee�SheetsrM Use template for 5162e � Fiskars Brar}c�s DSC Window Fashions Gerber Le ndary Blades 13950 SW 72nd Ave 14200 S. . 72ND AVE. 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'� ....,w.�. ..s_..�,.,_,... ..,i.�.s�s�_i�...A...�_a•:�'�,......_s ,....,___. .AFFIDAVIT �F MAILING/POSTING NEIGHBORH40D MEETING NOTICE IMPORTANT NOTICE: THE APPLICANT IS REQUIRED TO MAIL THE CITY OF TIGARD A COPY OF THE NEIGHBORHOOD MEETING NaTICE THAT PER'TAINS TO THIS AFFIDAVIT AT THE SAME TIME PROP�RTY OWNERS ARE MATLED NOTICE,TO THE ADDRESS BELOW: City of Tigac�l PIanning Division 13125 SW Ha11 Bouleva��1 Tigard,OR 97223-8189 IN ADDITION,THE APPLTCANT SHALL SUBMIT THIS AFFIDAVIT&COPIES OF ALL NOTICES AT THE TIME OF APPLICATION. MAILING: I,_S'rf c9�4 h{�a vr�+ ,�euig ciul}'s�vorn,depose and say thai on the S.��' day of ��5'v s7 , 200 S ,I caused to have mailed co eacli of the peFSO�is oit the attaclted list,a nocice of a meetu�g to discuss a prouosed de��elopxi��+�c ac (or nearl, S S 4 f L3 g'//Cl��__�t!�y�_ 5 ''' 7 2 "�/1�/C ___�a copy of n�hich notice so�nailed is attacl�ed hereto and n�ad�a pan of Isereof. I fwzher stare thac said notices wcre eiiclosed in envelopes plauily addressed to said persons and were deposited on t}ie date uidicaced abo��e in che Ua�ted Scaies Posc Office loca�ed ac P<i�* /s�r c� � O ? � � Zd 9 __ , nritli�nstage prepaid tliereon. , /�"�`!, Signature (In the p�ncc of a Not�ry Public) POSTING: I S ��v�� /� 'F�v� ,da affuln tl�at I am(represent)the pany ini�ia�u�g inte��est in a proposed luid use application (�„� 6� I/ C��r1e 1��4 /�/� 5��9/3!�/ 2�7�bk--� a(fecting the la�id Icxated at(state tl�e app�bximate location(s) IF no add�rss(s)and all tax lot(s)cui7rncly crgistei�d) ,t-3 4-t f1 t/t C��(G .N+'9� Sw 7L�'oi3 v,.� ,and did on the dayof ,20 pe�sonally post nocice indicacir;g ehac the site nk1}'bc proposed for a TYp r Q lanci use applicacion,aEid the[une, date v�d piace of a neighbork�aod meeting co discuss�he proposal, �'he sign��as posced ar �_�o S w 7 Z�'_� J�1 tJ� � __T � � {state la:ation yvu posted tioeice on prope�t�� - .V._. ', +�h-�� - — -- S,gnature (In die prese�ice of a Norary Pubiic) (THIS SECTIO\FOR A STATE OF OREGON,NOTARY PUBLIC TO COMPLETE/NOTARIZE) STATE OF 6 ��-.�— ) Counry of�i.�a 1-�-,�.�,��, } ss. Subsciibed and sworn/affii7ned before ine on die � day of u- 3 ,20�. OARY A � C� �� , NOTARY PI�tJC-011E40N ��•4� O ARY P IC OF OREGON MY COMMISSION EXPIRES DEC.30,2011 � My COIIlI11IS � Il E Xp12'CS: /2/�0 � � i:\c��r,+in\nusicn\�u�ghlwdw«I im+eiings\aiiicta�•ic o(m�iling•paiing neighlwilx�uJ nxciing.doc � Page 5 CLEAN WATER SERVICES �ws k✓v.i.c��i�c�. � �C1eanWate� Services Our cnmmitment is clear. CWSFileNumbet Service Provider Letter os-ooz7as This form and the attached conditions will serve as your Service Provider Letter in accordance with Clean Wate�Services Design and Construction Standards (R&O 07-20). Jurisdiction: Washington County Review Type: No Impact , Site Address 14200 SW 72nd AVE SPL Issue Date: September 04,2008 /Location: Tigard,OR 97224 SPL Expiration Date: September 04,2010 ApplicaM Information: Owner Information: Name ODOT Name ODOT Company Company TECHINCAL SREVICES BRANCH TECHINCAL SREVICES BRANCH Address PORTLAND OR 97209-4012 Address PORTLAND OR 97209-4012 123 NW FLANDERS STREET 123 NW FLANDERS STREET PhonelFax (503)731-8233 Phone/Fax (503)731-8233 E-mail: claire.s.carder@odot.state.or.us E-mail: claire.s.carder@odot.state.or.us Tax lot ID Development Activity Ball Creek Streambank Stabilization;Existing rip rap bank protection removed and replaced with coir logs supported by compacted soil.Two stwmwater outfalls will also be 2S112AA00300 retrofitted with flow attenuation devices. Pre-Development Site Conditions: Post Development Site Conditlons: Sensitive Area Present: X� On-Siie X� Off-Site Sensitive Area Present: X� On-Site X� Off-Site Vegetated Corridor Width: 25 Vegetated Corridor Width: 25 Vegetated Corridor Condition: Good/Degraded Enhancement of Remaining Vegetated Corridor Required: X❑ Square Footage to be enhanced: 2,000 Encroachments into Pre-Development Vegetated Corridor: Type and location of Encroachment: Square Footage: None;Permane�t encroachment not authorized 0 Mitigation Requirements: Type/Location Sq.Ft./Ratio/Cost None 0 X❑ Conditions Attached � Development Figures Attached(3) ❑Planting Plan Attached ❑Geotech Report Required This Service Provider Letter does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered on your property. Page 1 of 3 CWS File Numbsr ��Z�� ] In order to comply with Clean Water Services water quality protection requirements the project must comply with the following conditions: 1. No structures,development,construction activities,gardens, lawns,application of chemicals, uncontained areas of hazardous materials as defined by Oregon Department of Environmental G�uality, pet wastes, dumping of materials of any kind, or other activities shall be permitted within the sensitive area or Vegetated Corridor which may negatively impact water quality, except those allowed in R&0 07-20, Chapter 3. 2. Prior to any site clearing,grading or construction the Vegetated Corridor and water quality sensitive areas shall be surveyed,staked, and temporarily fenced per approved plan. During construction the Vegetated Corridor shall remain fenced and undisturbed except as allowed by R&O 07-20, Section 3.06.1 and per approved plans. 3. Prior to any activity within the sensitive area,the applicant shall gain authorization for the project from the Oregon Department of State Lands(DSL)and US Anny Corps of Engineers (USACE). The applicant shall provide Clean Water Services or its designee(appropriate city) with copies of all DSL and USACE project authorization permits.Activity within the Sensitive Area is authorized under DSL Permit 41125-GA and Corps Permit NWP-2008-4T9. 4. An approved Oregon Department of Forestry Notification is required for one or more trees harvested for sale,trade, or barter, on any non-federal lands within the State of Oregon. 5. Appropriate Best Management Practices(BMP's)for Erosion Control, in accordance with Clean Water Services' Erosion Prevention and Sediment Control Planning and Design Manual, shall be used prior to, during,and following earth disturbing activities. 6. Activities located within the 100-year floodplain shall comply with R&O 07-20,Sec6on 5.10. 7. Removal of native,woody vegetation shall be limited to the greatest extent practicable. SPECIAL CONDITIONS 8. Should final development plans differ significantly from those submitted for review by Clean Water Services,the appllcant shall provlde updated drawings,and if necessary, obtain a revised Service Provider Letter. 9. For Vegetated Corridors up to 50 feet wide, the applicant shall enhance the entire Vegetated CoRidor to meet or exceed good carridor condition as defined in R&O 07-20,Section 3.14.2, Table 3-3. 10. Removal of invasive non-native species by hand is required in all Vegetated CoRidors rated "good." Replanting is required in any cleared areas larger than 25 square feet using low impact methods. The applicant shall calculate all cleared areas larger than 25 square feet prior to the preparation of the required Vegetated Corridor enhancemenUrestoration plan. 11. Prior to any site clearing, grading or construction, the applicant shall provide Clean Water Services with a Vegetated Corridor enhancement/restoration plan. EnhancemenUrestoration of the Vegetated Corridor shall be provided in accordance with R&O 07-20,Appendix A,and shall include planting specifications for all Vegetated Corridor, including any cleared areas larger than 25 square feet in Vegetated Corridor rated"good." 12. Prior to installation of plant materials,all invasive vegetation within the Vegetated Corridor shall be removed per methods described in Clean Water Services' Integrated Vegetation and Animal Management Guidance,2003. During removal of invasive vegetation care shall be taken to minimize impacts to existing native tree and shrub species. 13. Clean Water Services shall be notified 72 hours prior to the start and completion of enhancemenUrestoration activities. Enhancement/restoration activities shall comply with the guidelines provided in Landscape Requirements(R&0 07-20,Appendix A). 14. Maintenance and monitoring requirements shall comply with R&O 07-20, Section 2.11.2. If at any time during the warranty period the landscaping falls below the 80°�survival level, the owner shall reinstall all deficient plan6ng at the next appropriate planting opportunity and the two year maintenance period shall begin again from the date of replanting. Page 2 of 3 � CWS Flle Number �g'�� 15. Performance assurances for the Vegetated Corridor shall comply with R&O 07-20, Section � 2.06.2, Table 2-1 and Section 2.10,Table 2-2. 16. Clean Water Services may require an easement over the Vegetated Corridor conveying storm and surface water management to Clean Water Services or the City that would prevent the owner of the Vegetated Corridor from activities and uses inconsistent with the purpose of the corridor and any easements therein. This Service Provider Letter is not valid unless CWS-auproved site olan is attached Please call(503)681-3653 wlth any questtons. �� Amber Wierck Environmental Plan Review Attachments(3) ' i I i � I I � ; i � I f i i I I Page 3 or s . � r, , ` �y . . �v�, ; r-, � e � ' _C..a `i� Approved Clean Water Services ��.r Cf��. .n-.ti��{<.a .'�C�,..�y.r. Lw By Date ��, �'�`o _ : , � .�. ' ( ( � �. _ :„ -� � � °'� 1��' �,, - .« `� �L„ �,;� N � � � w� �s ��- . _ �.,� H .,, �" ..,� ,,, , ., _ ,� - _ � �� ,�,,,b., . ..,. _,e� �.�...r� - ° �„ , �' �. _ � !-t' " *�: -' ' . . 2,� w..,�� ' � k�, G, ..� ' _ � '.� y .yµ 1S4 _ . ... .. -' - �• � v..-.W 1�1' ;,��;,r . 1 � . ,�,.�.�,�Iln..�r.ro '��r a r � � � � �� Z.� . � r �* f _ � - " , ��.�MN�� SSt � 1i• t�� '. '�.�'�1 � ,, � , � � � � , i:' �W� '�PaJ :vfdta !11 �'� - Ball Creek � �� r � ;, � �,,. � �� ,--' Project Location r ` e �'•'' �, �. ; s ��"' �'�'��' � � � � "� , , _ T �� ,��'�!i"� � �� _ ��' �� " `� - °� � �r� .♦ !� �1 - w � � R ` ' � � � . � , '�, � t , � ,�..�-?'� �, �,� � „�; - .___- � - , �, , , ;: - a, w � _ � k ' -' . _ j� — - .�ly . . -. 4 �. _ _ t � � M �.. � � , . - r . � � � * . .� Mr,!�e�R! �� t, `\� ?�,"�"' • = � . .s " ��'�^�.",�, � .�.! - _ M� _,., . •, �" .-.-:r� - ... .�':" .- .. .. . r � . _ . _ i s,xa�, -`f��,�,,�'`� � _ _ � r -�..,_..� � �'�J w 1.�- �- ✓Iis� .:.r`nA1/ y, � • r � , , ¢ � , y • �` ?� � � �'�`-i-�� ' � �. �� - � + _ _ --�,� � � - , � ��11 - '�, � � r I-5: Ball Creek � _ ' . � Streambank Stabilization � � !�� - Location Map __ ,+ 7, ' i � *a r � - �� j �_ .� _ �+ _�� , h '! T• . .. -.. . .s4 ` -� . ` a �` 1 , �� r.. iR �. � - ' � '� 1 �:�F — Y . ._ . , .. .�... �' � �'' *- j�1[� x w . � �—�. =�?� �, �� . . . ... . ._J . ` u�, - ,• ;.- �'y_""^_•�—�-1" "�` �!- � 'r� � jef ', •' _-`'�� ''' `� .�'~ I � �� Approximate ;� ; � �,- ; Plant Community#1 �� 200 ft. area � �- i Plant Community#3 ;� �, 1 _ `�� , ' , �� :�- . •�� ` �' ._ F ; �.� , : .! � �-L�-�; �'�� Area of paved parking � � � , Plant Community #5 '!� � .�,��. . � lots and structures — ;� ' ;' � � �, -, : -; � , �: �, , i.�-� �: :,- _ � See location map air- t � Area'vf paved I-5 and � , ; photo �- �� OR 217 southbound ' '' � ; � ' ' lanes - See location , � _:�. ;. , � I �' Plant Community#4 � � map air-photo � - j .= � ; � � '�' �' � ��i_ ' � , � � �_ .,_. � � ��. � � _-�_,�� .�. � � ."� � � ' �/ ' �°^� - �' Plant Community #2 ; ., �-_ ;_,__- -- :� - _- = •, , � -r�. — ... � -. � ' .. - , . . � --'' - .� �i�� - �A�hC �.' .rr.a.. ,��, � +� .� . , , •,/?., ` . ' . ` .•- ' ` - - '•�'/L .. � -�� ` \ . ' _. - � .. .. �/ �N , � ` _ - .. .A_r~_•,. 2-yr. Flood ti �� ^, f Elevation �. � �� ` ,;;- �' ' ` : _ , � � -- ; ,. , . - ic . • -- ---- - , _ `r . ,, - . : w„ _.,...,� l.w� � �i ,v � �.. , t I�, —� -- — —_._ � « --_ - Approved ` � - ' ��. ,;c; _ j'% Clean Water Services � '�, --'i � . 1 �, •i ��V��vnf1AC.L`�`� �1�/V``<"tJl�� _ 1 _�� BY_ � Date � � � �- -- — — -"' a ODOT Maintenance Project I-5 Ball Creek Streambank Stabilization Project Washington County August 2008 - � -� Revised 9-4-08 �_ � _ .� rd::F 1✓a<<. Ncs �-c.�, � T �3o�r. �r> \� d-._ ,_, i �_�- � `�_�:� Two-year Flood � �_ _�, . ; ! - f�� 'a� Elevation -�:�� - - _-`�;�, � � _ `��;�= �1 _ _ =;'�_ � Pro�ect Area !V Outfall Elev. � ,. __ � � :. 159.05 . -+�i:'L_` „ , � � �'�-.i;�,':�'-1{F�,f' ,-�,t �� r _ Five-year Flood _ _ = r ��- � - ' � ' r _, : ,�y'c IL rt ��-r .n``A, f r'C� r'c�r 'i Elevation _ =_�:::- - � � OuttaUElev. � ^ � ^ _ __ -_ 158.7 /`r,�. '��v(��r_Kt wlLC bw r.�+�rj �� ,; ,uy .�i - - . - . w - - ��>' t^- � v - �'��4 c-t. � 1'(�'�2�K i^�4�7 F L�� i 72� r r _ �. ..h.�- 1 �» ~r f'��F .�� + �I�� l�C�� .1� F S +-'.S�-C (� �_r�c: :,� ) �, �� K ,_•�G�t ' �--�-=- -_ ' � :�--" � ` /— � � _ . , � -�- . ii � ' �� . ., _.. -- _ - � - �� _`j; �`_-�� 12" Conc. W�ng U/alI �� -'z: � ��_ - - \�,,�� .��,„ � ,,- __ .,-�r,::r `��c,,.,D _- _ - --=' R- ' _ "��'- �_ _ �,- - - i=�r �i : .,; , ,tf-�...P�� . _ . . � _. _ �;,, L � �4. .-`��-`-_ ?{. rr, -�- --- �J . '� . / c-. ) r,��C$tn _._ . ._ ._. _ � _ \��+�r��,_, ._L - . . . ... ., ., . ,-Li' ,. M�-- �� l ' � �� c -' -' `' ;.. - � �`� .�- � - -- � � 12" Conc. Win�.,�Wall , _ , � � . , S��i` ,s�'- • i A, � �- Clean Vl ;c �� o � ��o io� -- `� n�� ,qo� ��l� �'_ v _r.�.-t.n�zc.k_ �%('. �o (. , � ' r . By %xv,, �, I�� IMPACT STUDY i�p�� f�->`lc�.�Qu.t.` Impact Studv Narrative Code chapter 18.390 Narrative: Proiect Name: I-5 at Ball Creek stream Bank stabilization project Proiect Location: I-5 at Mile Point 291.970 (East Bank of Ball Creek adjacent to I-5, behind Gerber Legendary Blades. The purpose of this improvement on public facilities (Transportation system 8� draiangeway) to address the streambank stabilization requirements for the Ball Creek site. If we don't do the stabilization on the proposed area of the project, we expect to have future maintenance emergencies due to the flashiness of Ball Creek in this area and the close proximity of I-5/OR 217 retaining walls to the creek. No bikeways, drainage system, parks system, water system, sewer system, and noise impacts will be affected under this project. Coir logs in lifts wrapped with geogrid or geotextile are proposed, with long live stakes, probably willow, inserted between the coir log lifts to provide the long-term bank stabilization of interlaced shrub and tree roots. This design is expected to keep the soil from washing out from behind and around the coir logs while the willow/shrub cuttings become established enough to provide long-term bank stability. The proposed design was developed by ODOT maintenance, and hydraulics & Geotech registered engineers. The design was developed after carefully considering what the best stabilizing design might be, both for cost-effectiveness and for providing a long-term "fix" for the existing bank conditions and the hydrologic character of the stream flows. We've also reviewed the stormwater outfalls and have developed some design alternatives to minimize the amount of rip-rap needed to protect the outFalls, and to most effectively convey the stormwater in the least erosive manner. The outfalls for the stormwater facilities are above ordinary high water and would not be regulated by permits at either the state or federal level. We also took into consideration how to minimize the impact of this improvement on the public at large and public facilities systems by installing a Stone embankment material to protect the adjacent Mechanically Stabilized Earth retaining wall {MSE) which supports I-5. As part of our continuous effort to permanently repair and stabilize the highway slopes within ODOT right-of-way, we worked with affected private property in close proximity to enhance this area to prevent future failure; we are intending to replace I . the emergency repair previously done with a more environmentally friendly vegetated solution during the current 2008 in-water work period; which ends on September 30, 2008. As per above information ODOT feels that we meet all the Citv of Tiqard codes related to this project under code section 18.390.040. Code section 18.390.050 is not applicable for this prolect. STORM REPORT o� � ._fY -- --- —-- - - ------- - --- — ��:�-� '�� Department of Transportation �� `r�.. ,�f`�.� re O 11 Region I GeoMydro � �� , �� .:'.\��. � � 123 NW Flanders St ✓' / �� Pvrtland,OR 97209 rgs�� Theodore R Kulongoski.Govemor �� (503)731-316U Fax(5031 731-8531 FIL.E CODE: To• Sam Hunaidi Date:July 21,2008 ' District 2A, Assistant District Manager From: �Ward Foltyn,P.E. Hydraulic Engineer Subject: Preliminary Report for Streambank Stabilization Bal]Creek -Gerber Legendary Blades I-5,MP 292± Township 2S, Range 1 W,Section 1 Washington County Hydraulic recommendations for streambank stabilization of Ball Creek at the Gerber Legendary Blades headquarters are presented in this report. All dimensions and quantities in these recommendations are based on limited survey data with an NAD 83/91 horizontal datum and an NGVD 88 vertical datum. Streambank Stabilization in Ball Creek-The Ball Creek channel at this location is adjacent to the I- 5/OR 217 Interchange,near MP 292 of I-5. The stream channel is near the property line between Oregon property and Gerber Legendazy Blades. During the 2006-2007 and 2007-2008 rainy seasons, both ODOT and Gerber Legendary Blades experienced erosion on their respective sides of the stream and performed repairs. Gerber Legendary Blades Repairs- During a precipitation event of approximately six inches of rain over two days, in December 2006,portions of the Gerber Legendary Blades parking lot embankment were undermined and washed out. The Gerber Legenduy Blades repair was completed in summer 2007. The preliminary design plans(Sheets C2 and C3 prepared by PBS and dated February 20,2007)for this repair show an Envirolok vegetated slope(both reinforced and unreinforced)varying between 4 feet and 8 feet high. 1fie setback indicated on the plans varies from 2" to 6"per course(the sandbag courses appear to be 6" lifts per course)and the slopes in the field are on the order of 0.75(H):l(V). Based on a 2008 survey,the distance between the top of bank and the edge of paving on the Gerber side varies between l.5 feet and 6.5 feet in the reach where Ball Creek flows from north to south and parallels I-5. Based on a site visit and examination of the plans,it appears that the sandbags used for the Gerber repair will biodegrade/photodegrade over a period of a few years(estimated at 2-5 years). We noted that most of the vegetation growing in the streambank is grass. If the bags deteriorate prior to development of a well established vegetated mat,the soils mass at the face of the slope and the drainage mat behind the reinforced section may slough into the stream. ODOT Repairs-The Decem6er 2007 storm event caused substantial erosion on the ODOT'streambank. The erosion was temporarily repaired using stone embankment material to protect the adjacent MSE retaining wall, which supports I-5. ODOT intended to replace this"hard"emergency repair with a "softer"vegetated solution during the 2008 in-water work period. Sased on site visits,it appears tha[this erosion occurred near a natural "choke" point in Ball Creek,at a point approximately 105'north of the Gerber sign. This choke point has a section of boulder or rock ledge visible in the stream bottom and there is a natural narrowing of ihe stream. The backwater calculations in this area indicate that because of the discontinuity in the stream bottom, the water passes through critical flow depth in the form of a small lnydraulic jump. The result of this jump is that the fiow in this area is turbulent and is likely to cause erosion. During a 100-year storm event the flow velocities are on the order of 8-i2 ft/sec and create bank shear stresses on the order of 8 psf. See Photograph 1, looking upstream from the end of the repaired ODOT bank. Note that there is exposed foundation material beneath the Envirolok wall facing throughout this area. t � , �� . �rt A�. y� , � �w y 'i,. �` $ ��'- r q ' T � � �`s � . �Jf,�t*��"�� .� _ e � " � 'f�i �r� S '3'� k .i 6 `- c t r ,� s�� , Y � �� , ��. ��.�; t g f �•,'��'��: .�''� , � - , d � �Sr'� '+��'�'' l.,.. �.t�iF : .� y�� . `��da+ y°°�'` aayZ�+Fx � � s ��' r. J��}K 1;�,:: }�y , .. �J,'�; a x , v " �f.'C�?yg(�'��' t � �f , e,F,a k"'7�r� t _� 5 + rtaj :I C �rvyt� y � . 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Y 4 7' � � a � ._� : 5�� '.t,•� ..r,K,��`. � Sj r � � �1}� �.� 'b _ -. � ° .i�• .. ,��• �I.�, � � �� . � ... _+� aS � �' f/1 � � y� +,{aA� :� !� . �.�� .� . _ .� Y� �',�° y �� .Y'r �' . � `,S ,�� .�.� .�,.�'�.y; .'.r. ,�.� f � � " � -�' .'`��``�` �`,�� ',:�.�� . - �� ;� ^ ,�. � , � ��. �.�. S . �,�,":,�*�9 '�� - -�:,w�+�r '��!'..�� '/� � � � ! ... �wz. '��,_ x• .. 4� .. � � '�. - ` � �� . . ' '" �� i ..* �"�_` r�._•�)�' 1 . C" f%zat�gaat7h 1. L�olciiig upstrenr�z frorn Nort12 enc!of ODOT ret�ai+£oward ledge/boaslcter outcroppir2g actireg as a "choke"point in Ball Creek. Note the visible fouizdaeiorz iFao.terials besieath the E��virolok vegetatecl slo�e to the left. The pern�anent repair proposed by ODOT is a modification of the USDA NRCS vegetated geogrid(see Ball CS•eek—Gerber Legendary Blades Stream Bank Stabilization Page 2 of 5 I5,MP 292± 7/21/2008 attached Modified Detail 5102). We suggest the use of a permanent turf reinforcing mat as the geotextile in lieu of conventional geogrid. Tt�e reason for using turf reinforcing mat is to contain the fine grained soil while still reinforcing the layers of soil(turf reinforcing mats have a resistance to shear stress of 10 psf and velocities of 18 ft/s). The 100-year flow velocities reach upwards of 12 ft/s and generate shear stresses against the stream bank of 8 psf. In addition,we aze proposing the use of coconut fiber(coir fiber)logs at the face of the wall wrapped with turf reinforcing mat both to give shape to the face of the slope and to provide a good growing medium for vegetation. The coir logs are expected to last for several years before they degrade,at which point there should be a viable root mass,encased by the turf reinforcing mat, supporting the face of the slope. Hydrology and Hydraulics � In 1994,during the I-5 at Highway 217/Kruse Way Interchange design,Howazd Needles Tammen and Bergendorf(HNTB),a consultant for ODOT,prepared a hydrologic analysis of the area using the Tabulated Hydrograph Method of TR-55. This method develops a hydrograph for the various sub-basins. The peak flows for the Ball Creek and Carter Creek immediately upstream of the property are as follows: Reach 10-Yr 25-Yr 50-Yr 100-Yr 500-Yr Storm Storm Storm Storm Storm (cfs) (cfs) (cfs) (cfs) (cfs) 6'x 6'culvert beneath OR217,Ball 242 301 361 420 530 Creek(Above Gerber Legendary Blades)(Ball Creek-Reach 2) Carter Creek culvert beneath OR217 167 207 244 282 353 (Carter Creek-Reach 1) To detemvne the peak flows below the confluence of Ball Creek and Carter Creek,we summed the two hydrographs that were presented in the report. The peak combined flow,below the confluence,is: 10-Yr 25-Yr 50-Yr 100-Yr 500-Yr Reach Storm Storm Storm Storm Storm (cfs) (cfs) (cfs) (cfs) (cfs) Ball Creek,below the confluence with 409 507 604 702 882 Carter Creek(Ball Creek-Reach 1) • T'he stream complex at the Gerber property was divided into three reaches;Ball Creek R1 below the confluence with Carter Creek,Ball Creek R2 above the confluence with Carter Creek,and Carter Creek. A I�C-RAS model was developed based on a topographic survey and the flows developed above.The I-I�:C-RAS model was also used to determine the velocity profile at various locations along the channel. • We used these data to extrapolate the 2 year flows. The 2-year flows were used to check the relative Ball Creek-Gerber Legendary Blades Stream Bank Stabilizadon Page 3 of 5 I5,MP 292± 7/21l2008 I , accuracy of the�C-RAS model by verifying that the 2-year modeled water surface elevations were comparable to the observed OHWL along reach 2 of Ball Creek. The extrapolated 2-year flows aze presented below: 2-Yr Reach Storm (cfs) 6'x 6'culvert beneath OR217,Ball 155 Creek(Above Gerber Legendary Blades)(Ball Creek—Reach 2) Carter Creek culvert beneath OR217 108 (Carter Creek—Reach 1) Ball Creek,below the confluence with 265 Carter Creek(Ball Creek-Reach 1) • Velocities along the left side of the channel(facing downstream)vary between 3.6— 11.8 ft/sec for a 50-year event. At these velocities,we recommend an embankment conswcted with turf reinforcing mat(TRM). The TRM is a permanent erosion control mat that will typically withstand velocities upwards of 20 fdsec without vegetation. Directly behind the TRM,we recommend a coconut fiber log(coir log)to act as a filter to prevent soil from washing out from behind the TRM. The TRM will be placed in a horizontal layer,place the coir log,backfill behind the log with 3/a"-0 or 1-1/2"-0 crushed stone below the low flow water elevation or compacted soil to the depth of the coir log,and fold the TRM back over the coir log and soil backfill.A preliminary drawing of the repair is attached. � The final sizing and configuration of the length of TRM reinforcing will be designed by an ODOT geotechnical engineer. Repairs at Drainage Pipe Outlets—In addition to the channe]bank stabilization,some repairs are required at the drainage outlet leading from the MSE wall adjacent to I-5. These pipes need to have scour protection installed to prevent scour at the outlets. With a 50-year flow of—9 cfs,the recommended scour protection consists of 230 sq ft of Class 100 riprap, 1.5 ft deep. This protection shall be field fit to slope from the outlets of the two drainage lines to the ordinary high water line. Channel Modification—Based on the hydraulic study and field observations,we also recommend modification to the existing creek bed immediately downstream of ODOT's 2007 temporary repair. At this location,spillover of material from the repair has caused the creek to be both narrower and shallower. We recommend that this material be removed to minimize any adverse effect on the stream. Temporary Water Management—We anticipate that the streambank stabilization will be constructed during the low-flow in-water work period. This is from July 15 through August 31. Workplace isolation will take place using sandbag cofferdams to isolate the work area and using a through flow pipe{24" diameter)to bypass the stream flow. Because Ball Creek is primarily an urban drainage with a relatively small drainage area(under 2 square miles),it is likely that without precipitation,the streamflow should • Ball Creek—Gerber Legendary Blades Stream Bank Stabilization Page 4 of 5 I5,MP 292± 721/2008 be minimal during the work period. However,there is almost always water draining from a detendon facility on the east side of I5. Ongoing Monitoring—It is our opinion that repair of the streambank along the ODOT right-of-way as described above will limit further downcutting of the adjacent stream channel and erosion of the opposite streambank. We propose ongoing monitoring of the stream channel and both streambanks following repair,on monthly basis throughout drier summer months and on a weekly basis during the wetter season. In addition the site should be visited during significant rainfall events. We recommend that monitoring, following a to be developed written protocol,be conducted by ODOT engineers and surveyors,in cooperation with Gerber Legendary Blades. Following a wet season of monitoring,ODOT and Gerber will reconvene to discuss performance and further mitigation measures,if necessary. Prepared By: Edward Foltyn,P.E. Hydraulic Engineer Reviewed by: Tova R.Peltz,P.E.,C.E.G. Bruce Council,P.E. Geotechnical Engineer Hydraulic Engineer Ball Creek—Gerber Legendary Blades Stream Bank Stabilization Page 5 of 5 I5,MP 292± 7/21/2008 ARBORIST REPORT A rb�,,:4 f � �af-n�...�,a- ok,.. Ball Creek Plant Restoration Emergency Work Notes 7.23.08 ODOT 1. General a. Remove all weeds. b. Install plant material between November 30`�and February 1 S`. All plant material must be dormant when cut and/or installed. 2. Water a. Soak bare root plants b. Provide waterless (Dri-water) one tube per bare root tress and shrubs c. Supplement with summer water as needed for first growing season 3. Soil a. Amend native soil with at 2 parts native soil to 1 part compost. Compost sources: Rexius at: (888) 4-REXNS;Natures Needs Direct: 9570 NW 307th Ave,North Plains, Oregon Phone: (503) 647-9489; 9325 NE Sunderland Avenue, Portland, Oregon Phone: 503-823-3500 b. Apply seed/compost mix per hydroseed detail. 4. General Hardwood Propagation Notes a. Take cuttings from dormant, specified trees and/or shrubs within a 30-mile radius of site. b. Take cuttings from 2-7 year old wood c. Dip top inch of pole with a 50/SO latex water solution to seal top and provide easy identification. d. Soak entire pole(s) a minimum of 48-hours, preferably 5-7 days prior to planting. Plant same day they are removed from soak treatment. e. Group and space poles and plants per plant schedule and plant detail section GN-A. f. Drive staked into ground with hammer or pole-hammer. Pending soil conditions holes may need to be pre"dug". Use iron stake to make pilot hole or use a planting bar,power auger, water jet stinger etc. Do not split ends of poles. g. Drive pole or stake to water table/base creek flow line per detail GN-A. h. 80% of cutting shall be in soil i. Pole Planting 1. 1.5-3-inch basal diameter and 6-8-feet in length(length may vary depending on slope location). 'The pole length should be long enough to be in contact with the lowest water table or creek base flow. 2. Leave a minimum of 3-buds and 2-3 branches at the top of pole. Remove all other buds by brushing them off. 3. Pole to extend 2-3-feet above finish grade,may be higher as pole should extend above competing vegetation. 4. Cut bottom tip at 45 degrees to help facilitate installation 5. Space poles 7-8-feet apart or per plant schedule. 6. Backfill pole cutting hole and tamp to eliminate air pockets. ii. Stake Planting 1. Drive into soil perpendicular to slope and in contact with lowest water table. 2. 0.5-2-inch basal diameter and 3-4-feet in length. 3. Leave a minimum of 3-buds at stake top and remove all other buds by brushing them off. 4. Stake to extend 1-2-feet above finish grade. 5. Cut bottom tip at 45 degrees to facilitate installation iii. Bare Root Planting(Trees and shrubs) 1. Group and space trees and shrubs per plant schedule 2. Bare root plant to have a balanced root to crown mass of 1:1. 3. Do not break or bend roots 4. Cover planted area with a 3-foot diameter compost ring at a depth of 3-inches. 5. Do not fertilize. 6. Tamp soil after planting to eliminate air pockets RESTORATION PLANT MATERIAL SCHEDULE-BALL CREEK Plant T e Botanical Name Common Name Size S atin Root T Percent Mix Plent Condilion A.S.N.S. La ut Notes Im ation TOTAL TrM A/nus rubra Rcd Aldcr 18"-24' 8'O.C. Bare Root 60% MWtl-branchetl TAangWar O(woAc ares,lf uWx61aN WA B Alnebndri6/'Olinif0/ia $�pj�ny 12'-iB' 8'O.C. Bare Root 10% GAItl-Drev�cheC Tnangular O(��.If txider B tall WA S o a n ix 13 Shrubs Symphoricorpos a/but Snowherty 12'-1B' 7 O.C.. Be1a RaOI IS% 3-canea TAanguler G�oupb S12 WA 10 oSa�wf ano ose 12•-IB' Z O.C.. Bere Root 55% 3-car�ea Tnargu�ar Groups 39 WA 12 otn n ix 22 In yrarp ot 3 at each O.C..7otal W 2 p� Solixscaukrbno Scouk�'�Willav �g' S'D.C.. uwPda t00% Oom�arn 7Nanpular fO1"�• wA 40 ota n ix 20 In proups o(�r10 at O.C.per daM dMail 9vW Gornus s[riCiea Red-Twig Dogwood 2�' �'O.C.. Uve Sfake 30% Dortnam TAarqular sneeb.Totd o(1•2 row. WA 23 in group�ot St 0 at O.C.per Werrt deteu PhySOCwpUSCOpifQ}US Nincbork 2-4' 4'O.C.. Llve Stake 30% DomiaM TriangWaz 6Meb.Totel 011•2 row. WA 23 In g�ape o1 S10 at O.Q per pant deteil SalrxSCOUkriana Scoukr'�wllow 2-4' �'O.C.. Live Staka �0% DormaM T�argular sheeb'Tofal°��_2�ow' WA 36 0?G h IX 85 Bnonwrs w i Columbia Brome Seed 10% Pura LWe SeeO W� ,� ai�w�id su.d 30,� w��,�s«a w� Swd Mlx f�s�,,,�„�,n rnr�K r�d F�:� sua .ox ��,�s� w� Permar�ent 6/yasria xadenfa/ia Weticrn Man rwt Seed 20% Pure Live SeaO Geoheb OveneeA SeeC WA Squarc ttt Tota n ix 3050 �uantiUea Lompott GLbic Yards 3500 SF atwmed lanted area 7 ot Compost over GeotexN�e w� �z i vnwES -�.�st+Ru6 zay��&��E..� �y��s aN �-fi G+�-3 � . 'R�L-�"P1�W'C1riG "PE.'� tl�'ES � � _v'�"['�XT�I� ��lfT�+ �FY�S�EO � , ' Ar�E�o�o so«-4�R �o�rc.s �i�i� ��/�` ; _!�►� S�K�..��K� �No-�.-s wmv� � °� .� uNO�uv�� '- �L L � r � 1lHl�i . �� l \�� i� _ _ - '�tiox�!/�XlA"«3..�b�'� ;� I�� .�, ij � , �� '� � ° � ' / � t � �� //� � �� . , Y� �� ; ��//� � Ra,K�iu- wrn� Gf�7�[F,r�1�f�- � ��.. ��•�•� ' TY'P1CAL.. P�..A�1�1C-� �c.�� •2�1•0� t.C(�. GN A �. .� �, - -,,, -- - `r h �l�' o � ."; . ' Browsing Protector Tree Seedl�ng --�.�\ �: ;"� � �' }Y:��i With� Stake (Paint \` -%`�y . .. • �� '��'` � - �� Stake Dark Brown) 2" Compost L ay� - ^ _, -.'4:� � .�\\ �. �— Place Root Imported Topsoil --,. �� Collor Above G�ade �,�- �,------_� �-------- � ! -!t -- , � � i �, -==-- Exi sti n g , ` ' � Subgrade .�� , �\ .._�j J . '- ``�� Fi rml Pack Soi I Specif�ed Fertilizer -- � , 1 ' A roun d Roo ts If Any _ ._�'� . --� Do Not Bend Or Break Roots. No "J" Or "L " Roo ts ,ti �� _ � � � , n_" + ..'� j z � ��.r '�.�°� �� ^'� '� �._ I ti �. ,u d . � v s �_ ._. � F,�,�� I tOr O M� pm Skn Uaa 7o SKV�fi�oVr(a '�{f!�"�• .� �` Fmf,c �-.`y'� � .. lniMlACaIiO�arY�qNNMiOn SY7� �,�� y} � r�. � As Ciw StQIM.Naw�O SMOfnpi.EIC. f � t � r 5{ r L ?—T 1L � :'�1- � ,�� . CawOactie Soii LaYMi!'fOW 7/�to/rs J--,< o . 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I5 MSE Re tai n i n q W all OHW L - 151.2 �- ; � � ; �- j '_ Ii ! i f A rea of Excavati on below OHWL - 13.6 sq f t Vol Cut - 50.4 cy Area of fill below OHWL - 11.9 sq ft Vol Fill - 44. 1 cy PERMITS r �,,.�ti�,�5 , , , _ r ,,, � � � Joint Permit �� s� ' �^�' �'� �. , :z � ' �\ 7 US Army Corps Application Forr�_:;�;_�.�,� �'��;�' • Of Engineers Portland District oAr�sTAMP 5" , � e � '; r � AGENCIES 1VILL�1$SIGN NUhiHEAS "`i' ' �� '�' � �" ' .1 c�:: �' . ^ ., ,: �. �. y ..'Zl k.�: Corps AchonlD Nutimber .'> ;'� ''. ,:. '�iegon Dcpartmen�41'State Lands�Toi ;� -} . : , �..,, .�,. :� i . � ;' , ...: ... ., .,� , .. .. , Y + . . .:: _._.. .. _ _.._ . .�. .`. ;: � � � . . i Y'. _..._ �;..-: _.�..v_`_�_« �.._..�. � : v �: -� � . , __ . ._...:... .� ...h '_. ...., ....�.�_..y.�.�._�:i�_.�....s�_� __.�_.,_.�. . �-� r SEND ONE SIGNED COPY OF YOUR APPLICATION TO EACH AGENCY US Armv Corps of Eneineers: DSL-West of the Cascades: DSL•Eas�of the Cascades: Scru!DSL Aoolicaiion Fces to Districl Engineer State of Oregon State of Orcgon State oCOregon A'iTN: CENWP-OD-GPPO Depanmcnt of Statc l�nds Depanment of Statc Lands Depamnent of Sute la�s Box 2946 AYD ��5 Sumnxr Stred,Suit�100 �R 1645 NE Forbes Raad,Sui�c I 12 A�� PO Box 4395,Unil 18 Ponl¢nd,OR 97208-2946 Sa1ert�OR 97301-1279 Bend,Oregon 97701 Portland,OR 97208-4395 503-806�37I 503-]78-3805 541-388-6112 (Atlac6 a copy of the Rrst pate of the applicalion) (1) APPLICANT INFORMATION Name and Address Claire Carder Business Phone# 503.731.8233 Oregon Department of Transportation Home Phone#f Not Appiicable 123 NW Flanders Fax# 503.731.8259 Portland,OR 97219 Email claire.s.carder rCi odot.state.or.us Authorized Agent As above Business Phone# As above Name and Address Home Phone# Check one FaX{i Consultant Email Contractor Property Owner As abovc Busincss Phone# As above Name and Address Home Phone# II'diffcrent from above' F8x# Email (2) PROJECT LOCATION Street,Road or Other Descriptive Location Legal Description(attach tar lot man') Streambank at bas�of southbound OR 217 ramp to I-5 across Township Range Section Quarter/Quarter Ball Creek from Gerber Knives parking lot. Gerber Knives is visible fram 1-5 southbound and is accessed from SW 72nd T2S Rl W 12 NE 1/4/-1/4 AA Avenue and t6rough the Gerber Knives property via the access road to the parking lot behind the building between I-5 , southbound and the business. In or near(Ciry or Town) County Tax Map# Tax Lot# Tigard Was6ington 2S 1 12AA 1000 Wetland/Waterway(pick one) River Mile(if kno�vn) Latitude(in DD.DDDD formatl Lonaitude(in DD.DDDD formatl , Ball Creek N.A. N 45.4181 W 122.7446 �If applicam is not the property owner,permission io conduct the work must be attachcd. 1 Attach a copy of all tax maps with the projec�area highlighted. *Jlaliciud areas are nor requlred by fhe Corps jor o eomplele opplicalion,bu1 may be necessary prior tn frna!permir decision by rhe Corps 1 5 Directions to the site: —_ _ _ . -- -- Exit OR 217 either northbound or southbound at 72nd Avc.,travel south on 72nd to Gerber Knives at 14200 SW 72"�. Ball Crk.is at back of property adjacent to 1-5. � (3) PROPOSED PROJECT INFORMATION - Type: Fill ❑X Excavation(removal) ❑X In-Water Structure ❑ Maintain/Repair an Existing Structure D , Brief Description: The project will remove an emergency fix on a portion of the Ball Creek streambank that began sioughing in December 2007 after a high rainfall event. The existing riprap bank protection will be replaced with coir logs backed with compacted soil. Live cuttings will be placed between the horizontal lifts of logs and the area seeded with appropriate permanent seed mix. Existing trees must be removed for construction,but will be replaced with appropriate tree species at a densiry higher than the number of removed trees. Fill Riprap X❑ Rock � Gravel ❑ Organics a Sand ❑ Silt � Clay � Other: a Wetlands Permanent(cy) Temporary(cy) Total cubic -0- n.a. �,a, yards for project Impact Area in Acres Dimensions(fcet) (��s o�a;ae _ ortwrwn�r�� n.a. L' -0- W' -0- H' -0- Waters below OHW Permanent(cy) Temporary(cy) Total cubic 66 eu.yd. 54 cu.yd. -p_ yards for project , (including outside ._ -�-- Impact Area in Acres Dimensions ffeet) oxwiweiia�as� 0.01 ac. L' (00' W' 4' H' -0- Removal Wetlands Permanent(cy) Temporary(cy) Total cubic -0-. -0- _p_ yards for project Impact Area in Acres Dimensions(feet) � (incmaing ou�siae oHWlweQanas) � -a- L' -0- W' -0- H' -0- Waters below OH W Permanent(cy) Temporary(cy) Total cubic 88 cu.yd. 22 cu.yd. 7G cu.yd. yards for project Impact Area in Acres Dimensions(feet) (including oulside oHW/wetl�nds} 0.01 ac L' 100' W' S' H' Total acres of construction related ground disturbance (!f 1 acre or more a 1200-C permit may be required from DEQ) Is the disposal area upland? Yes X� No � Impervious surface created? 0<1 acre a 0>1 acre? � Yes No If yes,please ; Are you aware of any state or fcderallv listed species on the projcct sitc? X explain in the Are you aware of any�uttural/Historic Resources on the project site? X project ; description Is the project site within a national Wild&Scenic River? X (in block 4) . Is the project sire within a State Scenic St�te Sce,ric Waterwati:�• }( , (4) PROPOSED PROJECT PURPOSE AND DESCRIPTION Purpose and Need: '; Provide a descriplia:ojdie public,social,economic,or e��viro�vnenla!benefe�s ojlhe project along weth any supporting formal actions oJa public body(e.g. city or cau�rty governme»t),as appropriate.• :� *Italicized areas a�e nof required by Ihe Corps for a complefe application,bert may be nectssary prlor Io final prrmif decision by t6e Corps. 2 The proposed Ball Creek streambank stabili7ation project will protect the foundation of the retaining wall that supports thc OR 217 outside lanes as the highway facility merges with the southbound lanes of 1-5. The area of streambank that is subject to the stabilization proposal is the site of a temporary emergency bank stabilization project in December 2007 when high water events in December 2007 scoured several areas of bank and began an erosional process that threatened the foundation of the highway retaining wall. ODOT maintenance crews armored the bank to maintain the creek cross-section untif a more permanent fix could be designed and constructed during the in-water work window for the creek. The current proposal will rcplace the existing rip-rap armoring with a bio-engineered bank stabitization design which�vill provide more long-term benefits to water qualiry and to the fish and wildlife resources of the drainage. Project Description: Please describe in detail the proposed removal and fill activities,including the following information: • Volumes and acreages of all fill and removal activities in waterway or wetland separately • Permanent and temporary impacts ; Types of materials(e.g.,gravel,silt,clay,etc.) ! ■ How the project will be accomplished(i.e.,describe construction methods,equipment,site access) . • Describe any changes that the projec!ntay ntake!o the hydraulic and hydro/ogic characteristics(e.g.,general direclion oJstream and surjoce x�ater flow,estimaled win[er ond summerJlow vol:mres.)of rhe waters ojthe state,m:d an expfanation ojnreasures cakerr�o avoid or mininiize any adverse eJjec�s ojthose changes. • Is any of the work already complete? Yes � No � If yes,please describe the completed work. !n addition,for fislr habilat or wetla��d reslora�ion or enha�rcemeir�actrvilres,conrplete!he irrjormation requesled in supplemental Fish Habitat or � Wetland R�Sioration ard Enliancemenl jorm. — _ Project Drawings State the number of project drawing sheets included with this application: A complete application must include a location map,site plan,cross-section drawings and recent aerial photo as follows and as applicable to the project: Location map(must be legible with strect names) • Site plan including; • Entirc project site and activity areas • Existing and proposed contours • Location of ordinary high water,wetland boundaries or other jurisdictional boundaries ■ Identification of temporary and permanent impact areas within waterways or wetlands ■ Map scale or dimensions and north arrow • Location of staging areas • Location of construction access ; ■ Location of cross section(s),as applicable ■ Location of mitigation area,if applicable � Cross section drawing(s)including; ■ Existing and proposed elevations ■ Identification of temporary and permanent impact areas within waterways or wetlands • Ordinary high water and/or wetland boundary or other jurisdictional boundaries • Map scale or dimensions Recent Aeria!ahoto(1:200,or if not available for your site,the hiehest resolution availablc) Will any construction debris,runoff,etc.,enter a wetland or waterway? Yes � No X❑ � If yes,describe the rype of discharge and show the discharge location on the site plan. b I */!alicized areas are no!required bylhe Co�ps jor a complUe app/irnt►on,bar may be necessary prinr to frnal permil decision by t/re Corps 3 , � • The ODOT 1200-CA NPDES water quality permit conditions will be followed. • Appropriate work isolation and erosion control will be in-place before any�vork begins. • All areas of bare soil witl be seeded with an appropriate erosion control mix after the project is completed. . • Streambank re-vegetation is part of the project work. Cuttings will be integrated into the bio-engineering work to help stabilize the streambank and provide shading and anchoring. • Removed trees will be replaced at a higher density than the removed trees. Estimated project start date: July 2008 Estimated project completion date: August 2008 (5) PROJECT IMPACTS AND ALTERNATIVES . Alternatives Analysis: �- Describe alrernarive sites mid project designs lhat were carsidered to avoid or mininrrze inrpac�s to the worerway or we�land. (Lrclude al�errrative design(s)wilh less impact and reaso��s why!he al�er�ralive(sJ were nor choseii_ Rejerence OAR 141-085-0025(3(j))and 141-085-0029(4Jhrough 6) jor more informa�ion"). In December 2007,high run-oft'levels&om an intense rainfall storm eroded a portion of the bank along Ball Creek that supports the southbound ramp from OR 217 to I-S. ODOT maintenance forces replaced the eroded bank and armored it with rip-rap to prevent further creek erosion that might de-stabilize the retaining wall and cause failure of the highway facility at the Ball Creek location. The proposed project will include removal of the rip-rap and replacement ofthe temporary armoring with a long-term bio-engineering solution to provide bank stabilization and increase vegetation,shading,and enhance channel morphology. The proposal is the minimum needed to provide long-term bank stabilization at this location,and is likely to help reduce bank instabiliry overall in this reach of Ball Creek. � Measures to Minimize Impacts Describe what measures you will use(before and after construction)to minimize impacts to the waterway or wetland. These may include but are not limited to the following: ' ■ Fo�projects wi[h ground disturbance include an erosron con�rol plan or descrip�ion of other besl management practices(BMP's)as ` appropriale.(For more informalion on erosion contro!praetices see DEQ's Oregon Sediment nnd Erosion C.oi�lrol Mantmf) ■ For work in watenvays where ftsh or flowing waler are�ikely lo be present,discuss how the work area wi!!be isolated jrom the flowirtg waler. . • /Jnalive migrafory ftsh are present(or were historically present)and you are installing,replaci�rg or aba�idaring a culver�or other polentio! obstruclion to frs/i passage,comple�e and altaclr a starernend of how!he Frsh Possaee Requirenrents.set by►he Oregon Deparin:ent ojFish and Wildlr e will be rnet. ' '/taliclzed areas are nor required by lGe Corps jor a co�aplele oppGcalion,but may be necessary prior ro fina/permit decision by the Cnrps Q • While this project may fall below the threshotds of ODOT's existing 1200-CA,ODOT will comply with all of its provisions related to erosion control and maintaining water quality in surface waters. � ODOT will comply with applicable erosion control measures as described in the Oregon Standard Specifications for Construction(Volume 2,2008), Section 0280s 0290s,which can be reviewed on-line at: http://wwti.oreeon.aoo•/ODOT/HWY/SPECS/docs/08book/OS 00200. , The work area will be surrounded with sediment fences.Straw wattles or other devices may be used in areas that are sensitive and may need extra protection.Access to the creek will be limited to the minimum area for construction and the access area will either be restored or incorporated into the stream bank improvements. The de-watering and fish salvage of the work area wiU be completed according to the 2000 Nationat Marine Fisheries Service(NMFS, 2000)and ODFW guidelines. After construction, the isolating barrier will be removed and the stream wi11 be reintroduced slowly to the isolated area to minimize the extent and duration of the turbidity plume created.An electronic copy of the fish salvage report will be submitted by ODOT to ODFW � and will be made available+vithin 10 calendar days of completion of fish salvage. All bare soil areas or disturbance areas will be re-seeded with a suitable seed mixture as determined by the ODOT biologist,and/or planted with woody vegetation to achieve equal-to or better-than pre-existing conditions. The site�vill be monitored for a minimum of one year to ensure plant survival and vegetative stabilization of all bare soil areas. Description of resources in project area � Ocean ❑ Estuary ❑ River ❑ Lake ❑ Stream a Freshwater Wetland ❑ Describe the existing physical and biological characteristics of the wetlandhvaterway site by area and type of resource (Use separate sheets and photos,if necessary). For wetlands,include,as applicable: ■ Cowardin and Hrrlrogeonro�phic(h/GM)wetland class(s)* Dominanl planl species by Iayer(lterb,shrub,tree)* ■ Whether the wetland is freshwater or tidal • Assessment ojthe junclronal aJtribules oJlhe wetland 10 be inrpacled' ■ Identify any vernal pools,bogs,fens,mature forested wetland,seasonal mudflats,or native wet prairies in or near the project area.) For watenvays,include a description of,as applicable: ■ Chainel and ba�ik conditior:s* ■ Type and caidilion ojriparian vegelation• • Cha�rnel morphology(i.e.,struclure and shape)• ■ Stream subs[rate' Fish and wildlife(type,abundance,period of use;significance of site) ' • Gerteral h rolo icnl condilions e. .slremn ow,seasona! uctualio�is * t "Italfcized areas arr r�ot�eqnired by the Corps jor a complete applirntion,buf may be necessary prior to finaf ptrmil decislon by fhe Corps S Ball Creek is a tributary of Fanno Creek,and its Hydrologic Unit Code(HUC 6' field)is 1709d0100503.At the project location,Baii Creek drains an . area of I.OS square miles,with a 2-year peak flow at the project site calculated at 34.7 cubic feedsecond(OWRD,2008).The project is Iocated approximately 3,200 feet(0.60G miles)upstream from Fanno Creek.About 75 feet downstream from the project location,Bali Creek receives the waters from its hibutary,Carter Creek.At approximately G50 feet from the project location,Ball Creek enters a 1,150 feet long(0.217 miles)culvert that runs under parking lots and roads(SW Bonita Road,SW 74'"Avenue and the intersection of those roads),finally emerging 75 feet helow SW 74`h Avenue.From the culvert outlet,Ball Creek runs 1,400 feet to Fanno Creek.The effects of the long culvert,coupled with the summer low volumes,the slow-flowing water,limited riparian vegetation,and the poor aquatic habitat upstream prevents listed salmonids from using Ball Creek and accessing the project area Describe the exrsling�ravigatron,fishing and recreatioiia!use ojthe warenvay or we�lmTd.• � Ball Croek has no resident game or food fish and the channel is too smatl for any navigation or recreational use. s Site RestorationlRehabilitation For temporary disturbance ojsoils and/or vegetation in waterways,wetlairds or r•iparian areas,please discuss hoiv you will reslore!he site after cons�nretion fncludin an mo�iilorin ,r necessa • The removal of the existing rip-rap bank stabilization material and installation of the bio-engineered permanent stream bank stabitization will be restoration and enhancement of the streambank. The stabilization project will include long live plant cuttings installed beriveen the coir logs which will replace some of the removed trees within the project area,and tree seedlings wi11 be planted at the top of the stabilized slope in suitable locations. All disturbed soils will be stabilized,and permanent seeding witl be installed as part of the project. The plant cuttings and other planted and seeded areas will be monitored for plant survival,vegetative coverage of base/exposed soils,and shading on the bank and creek channel for at least two years to ensure the project will provided vegetative protection of the streambank. If the initial plantings do not survive at a rate that is considered functionally successful,additional cuttings or other plantings will be installed or an alternative plan developed after assessing the likely cause of plant mortality. s *Italicized areas are noI required by�de Corps for a crompfcle applicaiion,but ma,►�be��ecessary prror to fi�ial permit decislon by the Corps. 6 " Mifigation Describe rhe reasonobly expected adverse eJJ''ects ojthe developnreret ojthis projecl and how the effects tivi11 be mitigated.' For permarrent inrpac�to wellands,complete a�d attach a Conrperuatory{3'etlmrd Mifigation(CWM)Pla�►.(See OAR 141-085-012!ro OAR l-1/- 085-0176 jor plan requirements)' ■ For permanent impaci to ti+�aterways or riparian arear,complete and atlocfi a Conrpensalary Mitrgation(CMJ plan(See 0.9R 14/-085-0!/S for plan requirements)' ■ For permanent iinpoct to estuarine weflmids,you must submit an Estuarine Resot�rce Repluceme�rl Plan.(See�AR!4/-085-024010 OAR !4!- 085-0157 or larr re uirements • 'The removal of the existing rip-rap bank stabilization material and installation of the bio-engineered permanent stream bank stabilization will be � restoration and enhancement of the streambank,and will constitute an improvement over existing conditions. Temporary adverse effects,such as vegetation removal and soil disturbance,is expected as part of construction. These temporary impacts witl be mitigated by plantings that will be installed as both a part of the streambank proposal,and as soil stabilization for thc construction impacts. Mitigation Location Information (Fill ou!only when mitigation is proposed or required) Proposer!nritigaliw: X O+isite Mitigation Type of mitigatio�r: (Check nf/rhnt npplyJ: O�Sllf MIllgQfio�! Welland MitigQtion Miliga�ion Bank X Miliga�ion jor in:pacts to olher waters �- - Paymen<<o Provide -- Miligation jor intpacls to navigation,feshrng,or recreotion Slreet,Road or 011ier Descrip�ive Localiar Legal Descriplion(allach tas lol man*) The project is mitigation for an emergency streambank repair Quarrer/Quar►er Seciio,r Township Raxge completed in December 2007. In or near(Cily or Town) County Tax Mop# Tax Lo! . Wetland/Walerway(pick one) River Mile(ijknown) Latitrrde fi�i DD.DDDD formull Largilt�de(irt DD.DDDD formall Name ojwaterway/walershed/HUC Name of»ritrgafion bank(ifapplicable) (6) ADDITIONAL INFORMATION ' Adjoining Proper[y Owners and T'heir Address and Phone Numbers(ifnrore lhan S,attaclr prr�rled labels') , 'Attach a copy of all tax meps with the project area highlighted. ' •Itaficizea areas are��o!reqrrired by tGe Corys jor a complefe applicafion,bul may be necessary prior ro fina/permlt decision by 1he Corps. � Gcrber Legendary Biades 14200 S W 72nd Portland,OR 97224-8094 Has the proposed activity or any related activity received the attention of the Corps of Engineers or the Department of State Lands in the past,e.g., wetland deiineation,violation,permit,lease request,ctc.? Yes ❑X No � If yes,what identification number(s)were assigned by the respective agencies: � Corps# State of Oregon# DSL Emergency Permit R/F 35014 Has a wetland deliireation been ca�ipleted for Ihrs site? Yes ❑ No � If yes by whonr?• - ,_ Has the wetJand delinealion been approved by DSL or the CDE? —Yes a No ❑X ' JJyes,altach a concurrerrce letter. * (7) CITY/COUNTY PLANNING DEPARTMENT AFFIDAVIT (TO BE COMPLETED BY LOCAL PLANNING OFFIC/AL) ' '1falicized a�eas are not required bp the Corps for a complett applicalion,bul may be necessary prior!o frna!ptnnil decision by!he Corps $ Application is hereby made for the activities described herein. I cenify thar 1 am familiar with the information contained in the applica�ion,and,to the besc of my knowlcdgc and bclicf,this information is true,complete,and accurate. 1 further certify tha�I possess the authority to undertake the proposed activities. By signing this application I consent to allow Corps or Dept.of State Lands staff to enter into the above-described property to inspect the project location and to determine compliance with an authori2ation,if granted. 1 herby authorize the person identified in the authorized agent block below to acc in my behalf as my agent in the processing of this application and to fumish,upon request,supplemental information in support ofthis permit appl'rcation. I understand that the granting of other permits by local,county,state or federal agencies docs not release me from the requirement of obtaining the perrnits requested before commencing the project. !undersrand rhal paynre�v oflhe required s1o►e processing.L does nol guora�rtee pernul issunnce. ' The jee jor rhe state applicatiar musr aceonrpany 1he app/icarion jor con,plere�tess. �h��o:urt enclosed �T $N.A. . � Print/7'ype Name Title Print!I'ype Name Title Claire S.Carder Wetlands/Permits Spccialist Applicant Signature Date 7/15/1008 Authorized Agent Signature Date �� lz Landowaer signatures: For projecls and/or nritrgatio�v work proposed on land no!ow�red by!he applicanl,inc(uding stute-oti>>ned submereed und • subn�ersible lands.please provide signalures below. A signature by 1he Deportnrent ojSta�e Land.s for activilies proposed aa state-owned : sub�nerged/sub»iersible lands only grnnts!!re applicont co�tsen!!o apply for aufhorizalron fo carducl remova!/fil!acrivi�ies on sucl�lands. This signalure jor activi�ies on s�ate-owned subn:erged mid subnrersible la�ids grmtls no other atuhority,e.rpress or inrplied. " Print/Type Name Title Print/Type Name Title , Claire S.Carder for ODOT Wetlands/Permits Specialis[ N.A. Property Owner Signature Date 7/I S/2008 Mitigatiole Property Ow�rer Signature Date /j/��` i I � �✓ /G� . !�//'�� G -c.-� : 'a t � k f� '/talici.ed areas are»of required b��the Cnrps jor a coinp/ete applicalion,b+u uia)•be necessar�•prior fo ftual permit decisio�+by the Corps. 1 O 1 have reviewed the project outlined in this appiication and have detercnined that: 'iliis project is not regulated by the comprehensive plan and land use regulations. This project is consistent with the comprehensive plan and land use regulations. This project will be consistent with the comprehensive plan and land use regulations when the following local approval(s)are obtained. ' Conditional Use Approval , Development Permit �fJIF � f�1Wt t4.�.�,/��I ��1��—� `s L�, Other 7'his project is not consistent with the comprehensive plan. Consistency requires a , Plan Amendment Zone Change � Other ' An application has � has not � bcen filed for local approvals checked above. Local planning official name(print) Signature Title City/County Date - tr—^� � GA��-J �,�f�„5�1Ye2 �� sso�.�e. �.�ws►-� , 1 c ��zD i7� OS _ I I � ' Comments. • y�c.7l� sLR ✓�a � a �<<yh _ •�ti� ' �� 'r�i`,` , .� -�- � � S�� .✓�•�.� u ` - �y�'`' - ' `��``'`� s �..�C� 1 n �� • 775. a7o. fl •�l'/'"�"�' 6-� c.� ' � � �.�.�w �� . ��` ? � �,.(L 7l�-zY3�{ � : (8} COASTAL ZONE CERTlFICATION * ' If the proposed activity described in your permit ppplication is within the Ore�ton coastal zone,the following certification is required before your . • application can be processed. A public notice will be issued with the certification statement,which will be forwarded to the Oregon Department of Land Conservation and Development for its concurtence or objection. For additional information on the Oregon Coastal Zone Management Program, ' contact the department at 635 Capitol Street NE,Suite 150,Salem,Oregon 97301 or call 503-373-0050. CERTIFICA'RON STATEMENT 1 certify that,to the best ofmy knowledge and belief,the proposed activity described in this application complies with the approved Oregon Coastal Zone Management Program and will be completed in a manner consistent with the program. Print/Type Name ' Title Tl.A. . Applicant Signature Date . } (9) SIGNATURES FOR JOfNT APPLICATION `!talicized arens Qre nn!requireQ by ihe Co�ps jor a complele applicaJroa,bu1 may be necessary prior ro fi�ial permrt decisian by rhe Corps. 9 ' a Deod �tout Stakese _ Secure Turf Reinforcing �lat i urf Reinforcing Mat� � Eroded Streambank . � �- � � Coi r L o • � �� Bock2d 9 i th compacted soi l � r � _ '�. layer, �1 ' th�ck �� --.= - _'��:` L i ve Branch Cutti ngs a� �a� \`=`_ _.__ _ '� �a� _ � � -� - � �-_ o � `-; .', ;� o�� .� , --� OHW L or Ban kf ulI �'� � �' ' Base Streamflow � � � ____ . -- � �-_, Siream bottcm __ __'�-"� +� i \\�.], . �os -� �� " , . � �_ -_ _-___- - ' Q� 4 - 6 fezt a� � Notee. 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' I = . . .0 � . �T�a Z � � ' 9C � AC AO : . aU N ' , ^ .,, � ' - SECTION t2 �li a»�c � . � - CB CA OB � OA e,r.� ' I k � Y '� � • , � �.cs�aw i U . C_ ... p '__ , . I , O . CC CO OC � DO . � . � i J � ._ . . .. ,7 , � I m Cuc� T F f � . _.. ... .-�::_ .�� s:... ' 7. .�s.c � � . .ee��.�m.eoo.im mIX.iaa.oaan.,eosa � - ..._�w��. j 7 I � l..) �006M,�ooCAf. � _; _..._... ._ �= a1r�W �•! �. ._'_.. . a � � ..� N� %S� I y j b i �•' n �._....- ..._�I � I . _ �I f +r � � Y K � � �� .. ' ; 3 � �'� , � �� , ', �� { ; >��K _i i ifK . � �. � �I 5 '- � . . , ., � w� �' n.c �1 ' � : ' � , �i ; ,,�• , l \ r - - - � � .. �' _ -- ..._, . _. _ `� � . CAR OGRAPHY _ ._ _ ;. :_._ � _ ' ,e„ny�. :, , , ,. . �`�'�,I� ..� __...- d - •� �"'�'� �.._ .... .�.•••✓ . ... ..._.._.._.�! :,'°,> . PLOT�ATE:Sep[ember 12,2005 FORASSESSMEN7PURPOSES • -- .-. -... ROAD SW i BON(TA (CR 420) ONLV•DO NOT AELV ON . �'" .-"'^^ • - -- - -- ;,"'.„ - - - - - .— - fCR 636) ROAD fOROTHEAUSf Nii' , Mn�/�M�iYh�Nw � �04 �•Y• � � r�M-+M+w v+I,MrMw:wec�n•irwnar� 0 �p� � t � . � ow�PVMMbM�eAS.^Awem�ro�•W�'vPw�wY I ! .. .'� 1101,M1i� �. •.� w�Ma� f _ ' � � w�r ' .._ _. _ .. � w . �C d N� ' ._.. t—. . ,,,,.k iv W ,.�.c '*: %; `.4"" � � i �ua . ,y � � wtu� . � . ...,,d� �°' . _ � TIGARD I ��W,= 2S 1 12AA 2S 1 12AA J i ' DEPARTMENT OF THE ARMY � PORTLAND DISTRICT,CORPS OF ENGINEERS �� P.O.BOX 2946 PORTLAND,OREGON 97208-2946 August 5,2008 IREPLY TO A7TENTION OF� Operations Division I Regulatory Branch Corps No.: NWP-2008-479 � Ms. Claire Carder Oregon Department of Transportation(ODOT} 123 NW Flanders � Portland,�regon 97219 Dear Ms. Carder: � The U.S. Army Corps of Engineers(Corps)received ODOT's request for Department of the Army authorization to place fill in Ball Creek to repair a stream bank. The project is located I along Oregon Highway 217 in the city of Tigard, Washington County, Oregon. The site is in — Section 12, Township 2 South, Range 1 West. — - I Fill will be placed in below the ordinary highwater mark of Ball Creek, impacting 0.01 acre. �xisting riprap will be removed and replaced with a combination of coir logs and compacted soil. The site will be planted with live cuttings and tree saplings. The project details are shown in the � enclosed drawings (Enclosure 1). � This letter verifies that your project is authorized under the terms and limitations of I Nationwide Permit(NWP)No. 13 (Bank Stabilization). Your activities must be conducted in accordance with the conditions found in the Portland District NWP Regional Conditions (Enclosure 2)and the NWP General Conditions(Enclosure 3). You must also comply with the I Oregon Department of Environmental Quality(DEQ)Water Quality Certification Conditions (Enclosure 4),and the project specific conditions numbered(a)through(d)below. Failure to compty with any of the listed conditions could result in the Corps initiating an enforcement � action. � a. Permittee shall notify the Regulatory Branch with the date the activities authorized in ( waters of the U.S. are scheduled to begin. Noti�cation shall be sent by email to � cenwp.notify(u�usace.army.mil or mailed to the following address: i U.S. Army Corps of Engineers Portland District—CENWP-OD-GP Permit Compliance, Washington County P.O. Box 2946 � Portland, Oregon 97208-2946 �S :� �a 9- �n�eooz � 3'�1��0 i hlUl�3�1 'dSNVaQ��I?��OJ3L�G � -2- The subject line of the message shall contain the name of the county in which the project is located followed by the Corps of Engineers permit number. b. The work shall be isolated from the active channel to minimize turbidity and prevent pollution from entering the waterway. Heavy equipment and machinery shall be clean and free of leaks prior to operation in or neaz flowing waters. c. Bare soils and vegetation removed during conshvction shall be planted with appropriate native species. Woody trees and shrubs removed during construction shall be replaced at a minimum 2:1 replacement to removal ratio. Plantings shall be completed by November 1,2008. Exceptions require specific approval by the Corps. d. An"as-built"report shall be submitted to the Corps by December 1, 2008. The contents of the report shall include a narrative summary of the impacts and conective ,_ measures. The report shall also includ��hotographs documenting conditions before, I� during,and after construction. Photos shall be dated and labeled on a site map ( showing location and orientation. We direct your attention to NWP General Condition 25 (Enclosure 3) that requires the transfer of this permit if the property is sold, and to NWP General Condition 26 that requires you to submit a signed certificate when the work is completed. A"Compliance Certification"is provided(Enclosure 5). This authorization does not obviate the need to obtain other permits where required. .i Permits,such as those required from the Oregon Department of State Lands(ODSL)under � Oregon's Removal/Fill Law, must also be obtained before work begins. This verification is valid for a period of two yeazs from the date of this letter unless the NWP expires, is modified,or revoked prior to that date. The nationwide permits are scheduled to expire in March 2012. If you commence or under contract to commence this activity before the � date the NWP expires, is modified, or revoked,you will have 12 months from the date of the modification or revocation to complete the activity under the present terms and conditions of the � current NWP. � i We would like to hear about your experience working with the Portland District, Regulatory 1 Branch. Please complete a customer service survey form at the following address: Ihttp://ver2.nwp.usace.armv.mil/survev html. � I 1 �1 � -3- � If you have any questions regarding this NWP verification,please contact Mr. Dominic � Yballe at the above letterhead address,by telephone at(503) 808-4392, or via email at dominic.n.ybal le�usace.arm�. � Sincerely, �j � � , r i L ehce C. Evans I hief, Regulatory Branch Enclosures . I,� Copy Furnished: Oregon Department of State Lands(Navas) I { � � I i i � I . __T-f'::� �a ,;:'. � ,� � , �- - . , . .,� , .� ; �'�# ��j t � � �g; �. L , � �l,� � r, -� ., . . '.�. ��., ;z j'�� 1. L'ii -_ \./^ }�t� ' � � "'�'� ti.�, �.�3+�, .� � �1�Wero' 2� ' {:;l Ah .. r" h. N � } ��} K 3:yf�� !.��: .ComeUw j� if��i`�N y� 7, '" � ItnoMah�Wbp� � ��4�� - '+ �i.� .Yt�' n OnMun �"� � i � �s aahinflt'6ne..v " � �. '� ��„' >� s� .r: ,,j��.:_.. , �' Y'n��x.�r�,{ j � r�i,�: x �� , � PVYVidFy �..._. � t � � � ,��i�ifi,'9 l,� ,� 'j __ , .tip�m��eu�� • -�;•,: �c �� .r �1., a^9 �. e�, � °. � tl F .. �� !j`�' c�',�'�. �-�/f _� � G�• M �� n � ��.� �i�. ..: �..: t _ �4�t- 2,'e i . � k` S'�,:rl k . }� SG,,gi t:� 1 �' �'` 87 i�. yfi '. `\i1713 � �� ..�..,� ,,, i � . � s�� ":u � +,� rf �� `�;� `i � )�, �1 � �.r�t or`ao �N` ackamas �r„ �a - F,�� i`,. � � t it�. �a,�.�. Yam '1Dt�.� wa �a j v �c't ,i 1 - — ' '��'' ��t� ;. . . +�.��'�t.'��-� ,,{'+:� �' � a;� E.�odd,v�� ",� .��. ' . �� y,, `� '` il J�; �,I P�; �/ { }��-.��r`_" ;� l�.r I� -,-�"� ' F�11�4 , x � .. , ,a ?� � � � r.�? �Aarion r�9n � ��t� S�G W �yP'� ' �`�p Bail Creek ��, `''r '' ' > , r ', '� Y, , <ti � � ,? �� ' x ' 1 -r�, �;i.W;� Z "N'��„�'�1 � ��% J �i �'�� Project Location � � {: � ,,,� � '�:?�� '�..�r i 1�# -'�� ;i�71�j, " f s ..'. '�e,�„ �� y ,� ,,t"��<'vsa r 1: ,^""�. '; � r d t � . , 1wi� � - � � � ; � � ' �;. : e ,r7; �� ,��j� � � �*3 � "�Y f '# J{( .,�. - �,�l;,,�;. ,�r �f �� , � t�� ,�. �; � a � r� ; � = ' ' ; - k ' � r '�ry � � �: ', "��r -� . �q' y ¢ , ;�. r {) S'- j � � }'� •1 1 i � , P��'i ' g • . + :•�� }�,;.r�� - ' � • Y` ., �4 , `,t�� ;,� � s� . � � t�.! � r�' * � � ��r `�i"P s�``�r s 1 � � �. r ;s�S,y�s��, � �"` � c�} ;t'�'s r° > °_`_"� � -'�i� �'1 7� � a � is }� �w,�y��+�,��,� �.'ra. - 4a� ��.-�-� 4� �� ( � � ..�,' � 7, , }.��}J,. ��' ��w !fr"�;1r+D��'��.3 �,�'�. �� ''� � �. b ��. 'w i �i�X+ p 1 , 7 :�;'y. r�� .r.. �4. �;�- ' t. `�i � (' �a �; - '� ! - �„� � ' �; � y. � , .,S � ^� �y, Irc�,-�ea .�' �. � ,.: `'�, � 1 . -�i ..��„�l' �_ (�� .T , [" .��', v5 �.i�r.. w��.:.�.�,w �" � �r{�:.'v � �r ��`��J".�-�w,i'��y�4.�� + �� C�4 �1 L.�''. ',�'9'� � � �]!�C • s4'1� "G �` +L`4�$-. .�'J?L( d, !', .� .' '_T'.,- � i1. . . .t�4 i M1.;':�f� �`F � �� d �A. � .,v" . 1'V F�1� '�l 'i Y :` u,«..L �;.. ��r .,. ' . �ts[ ' ,- I � � � y �� '1 ;� " °y�' . _ OREGONDEPARTMENTOFTRANSPORTATION • � �. , . 1 s� / 1 - - ,� ' a� �i � _ I-5: Ball Creek _ J ��s Streambank Stabtliza tion �� - - _ _ �; Location Map Y. �� .T - �. .I ■'�..� f � + �I �x: , �, � TO t<o Cr '�� 'g} F�"��'� "�: J" — - � � � (� �- P!0 F��t � � J�' .'�'}'�� r -� �i .. . . ~ � �'�'_ � ,''�� - t��c ,;, a - F, � � 'il a�, � � ��' � i, � �. ,(�'. L'' �"� 019CUMER - 11W oOUaY 2. Ci kfYlfunMtletW d5A - N . � `t .a+W� �M ne1Mw� �f0 oM' Nn 1� �.K r �Y . 9't , N� 6rrM�W►b /w i�r Mpl� rh a w '` n W�nMW�NhmrMn�hW��>earWnn��y�p�R w t '�t�'� . � rM klaintlan muow b nc�Mln N.w�eliY ef th�Y�brm.lan. � is`-�-��. .An:;..b �� I � ;. �: . ):t . . t.�, _ _ � • May 9,�ooa 3 . Z .. ---- ------- � ------- e Dead St ut Stakes• Secure �urf Rein�`orcing Mat Turf Reinforcinq Mat Eroded Streambank �" I - �., Coi r L oq , � � Backed w�th compacted soi I '� .layer, �1' thick _ ��` �� ' L i ve Bran ch Cutti n gs . .� � \_ ��`% �,� �_ -- ` --� • ,`� � �`�� \� tr� .W r Bankfull Z 1 � � Base Streamf/ow _ _ F_�� '� __ ��s 4:,t�'� � Stream bottom �; �� ./ _.. ��s_•" `/�-J� r� ��-_�� 4 - 6 feet � Note: Rooted or /eafed condition of plant moterial .r,� �s not� �epresentative of its � condition at p/onting or �nstallation N I ' 1 �� •n .{ 1 ^ ,:.�—� r �G..�i 1/l�e � - ? _ , __. , �v, ' � ; �✓1SE V✓oll, West Foce At Bott. C;0 ;� ` D � �� * ' � ..t.:�i _ � 2—yr �od line �, =, �r .; ' - � a � � �, Ri p Rap o- O1� � I 1 � � �� 18" CMP �;�-- , `�`'�s,";��'" :. ° � � Exposed �' � o I� ars ��,�;�_-.y�- �` • � o oo', t _ ��12" PVC � - - Exposed �;-�� . '� � ' /` ! 'r J y / i _ ..�``' // r/ � . ��t � � � � � % l3ip Rap �'i/G� ✓✓vl r /_OCOf/On --� � � �` � '`" Q 12" Conc. Wing Wall Y - _ _ `� - �� 48" CMP Outfall lUnder I-51 SAN MN --- a--- --_ � �`�.-j;=-�; � _ ___= For Direction On/y ��0 157.58 � z:=== �___-_ � � � � �' �., - 48" CMP Outfall <Under I-5J CD � �'`�� For Direction On/y � � �—`�i T � .. `� sca`E t�� _ _ `. ! 12 Conc. Wing Wall , � _o� 50 25 0 50 100 � �'� Rap � FEET 1 � 7. �sh Passage:The pemuttee shall ensure NWP 3—Maintenance � activities authorized by nationwide permit will 1. Pemuttee shalt ensure project design not restrict passage of aquatic life. Activities includes appropriate grade control such as the installation of culverts,intake necessary to prevent headcutting of ( s�uctures,diversion shuctures,or other streambanks and erosion. modifications to channel morphology,must be designed to be consistent with fish passage NWP 5—Scientific Measurement Devices � standards developed by the Oregon Department 1. The permittee shall remove all scientific ! of Fish and Wildlife(ODFV�and the National measurement devices within 30 days after Marine Fisheries Service{NIv�S). The research is completed. standards can be found at OAR 635�12-0035. ; The streambed shall be returned to pre- NWP 6—Si.ffvey Activities construction contours after construction unless 1. Use of in-water explosives is not authorized the purpose of the activity is to eliminate a fish under this NWP. � b��'• 2. The pertnittee shall ensure that all in-stream exploratory trenching is conducted in the 8. FYsh Screening: The peiniittee shall ensure dry. � that all intake pipes utilize fish screening that i complies with standards developed by NIvIFS NWP 12—Utilitv Line Activities (Juvenile Fish Screen Criteria(revised February 1. The pernZittee shall ensure that utility lines 16, 1995)and Addendum:Juvenile Fish Screen buried within or adjacent to wetland areas i C�iteria for Pump Intakes(May 9, 1996)). utilize trench blockers of a type and design _ - sufficient to prevent the drainage of tt�e 9. Upland Disposal: Material disposed of in wetland areas(e.g.bentonite clay pIugs, uplands shall be placed in a location and compacted sand bags,etc.).. manner that prevents dischazge of the material 2. The upper 12 inches of topsoil must be and/or retum water into waterways or wetlands removed and stockpiled separately�om unless otherwise authorized by the Corps of subsurface soils and shall be used as the Engineers(such as by NWP 16). final layer in backfilling the trench. 10. Inspection of the Project Site: The permittee N'V�P 13—Bank Stabilization � shall allow representatives of the Corps to 1. The project design shall include the use of inspect the authorized activity to confum bioengineering techniques and natural cornpliance with nationwide perrnit terms and products(e.g.vegetation and organic I conditions. A request for access to the site will material such as root wads)to the nortnally be made sufficiently in advance to mazimum extent practicable and minimize allow a property owner ar representative to be the use of rock Non-biodegradable on site with the agency representative making materials,such as plastic netting,that may � the inspection. entrap wildlife or pose a safety concem may not be used for soil stabiliration. 11. Sale of Property/Transfer of Permit: The Riparian plantings shall be included in all � permittee shall obtain the signature(s)of the project designs unless the permittee can new owner(s)and transfer this permit in the demonstrate that such plantings are not event the permittee sells the property associated practicable. Rip-rap shall be clean,durable, with this pernut. To validate the transfer of this angular rock. ipermit authorization,a copy of this permit with 2. Work shall be performed in the dry or the new owner(s)signature shall be sent to the during low flows. Portland Dish-ict o�ce at the following i address: U.S.Army Corps of Engineers, CENWP-OD-G,P.O.Box 2946,Portland, Oregon,97208-2946. � � � Corps No.NWP-2008-479 Page 2 of 3 Enclosure(2) NWP 29—Residential Developments NWP 41 --Reshaping Existing DrainaQe Ditches 1. Wedand impacts associated with the 1. Work shall be performed in the dry or cons�uction or expansion of a single during low flows. residence including attendant features (utility lines,roads,yazds,etc)shall not NWP 42-Recreational Facilities exceed'/.acre. 1. Fill into tributaries regulated as waters of 2. Fill into tributaries regulated as waters of the U.S.shall be limited to creation of the U.S.shall be limited to the creation of access roads. access roads. 2. This NWP does not authorize discharges into open water. NWP 33—Temporary Construction,Access and Dewatecine NWP 43-Stormwater Management F�cilities 1. Work shall be performed in the dry or 1. Work shall be performed in the dry or during low flows. during low flows. 2. Cofferdams shall be constructed of non- 2. This NWP does not authorize the retention erosive material,such as concrete jersey of water,in excess of that required to meet barriers,sand and gravel bag dams,or stormwater management requirements,far water bladders. Constructing a cofferdam purposes such as recreational lakes, by pushing material from the streambed or reflecting pools,irrigation,etc. sloughing material from the streambanks is not authorized under NWP 33. 3. Sand and gravel bag dams shall be lined with a plastic liner or geotextile fabric to � � reduce permeability and prevent sediments and/or construction materials from entering the waterway. � 4. Downstream flows shall be maintained by � routing flows around the construction site � with a pump,bypass pipe,or diversion ' channel. 5. A sediment basin shall be used to settle sediments in return water prior to release back into the waterway. Settled water shall be returned to the waterway in such a manner as to avoid erosion of the streambank. NWP 39—Commercial and Institutional Developments l. Fill into h-ibutaries regulated as waters of the U.S.shall be limited to creation of access roads. 2. This NWP does not authorize discharges into open water. NWP 40—A�2ricultural Activities 1. Acreage impacts authorized by this NWP are cumulative for contiguous farm tracts under the same ownership. When impacts to conriguous farm tracts under the same ownership reach%z acre,no fwther discharges to waters of the United States may be authorized under NWP 40. Corps No.NWP-2008-479 Page 3 of 3 Enclosure(2) 3. Spawning Areas. Activities m spawning azeas dluing spawning seasons must be avoided to the maximum � � • �7� extent practicable. Activities that result in the physical Nationwide � �� ll` `•1 � deskuction(e.g.,through excavation,fill,or downstream Permit Condihons smothering by substantial turbidity)of an important US Army Corps 33 CFR Part 330; �awning area are not authorized. of Engineers Tssuance ofNationwide 4. Migratory Bird Breeding Areas: Activities in waters Portland District Permits—March 12,2007 of the United States that serve as breeding areas for I migratory birds must be avoided to the maximum extent practicable. C. General Conditions 5. Shellfuh Beds. No activity may occur in areas of ! cot�centrated shellfish populations,unless the activity is Note: To qualify for NWP suthorization,the prospeca�e permicea ��y related to a shellfish hazvesting activity must contply with the followumg general conditions,as apprapriate,in addition to sny regional or case-specific condidons irr�osed by thc authorized by NWP's 4 and 48. Idivision engineer or district rng�xr. Prospective pem�iittacs should contact the approgriate Corps dishict office to detdimne if regional 6. Suitable Materia� No activity may use unsuitable condi4ons have bcen imq�t�sed on an TTWp. prpspectivo peimjttee,q �terial(e.g.,trash,debris,Car bod'les,asphalt,etC.). should also contact the appropriate Corps district office to deteanine I the sreas of�he Clean Water Act Secflon 401 wacer quality Material used for construction or dischazged must be free cerdificatian and/or Coasfal Zone Managertxrit Act consistency for any &om toxic pollutants in toxic amounts(see Section 307 �' of the Clean Water Act). 1.Navigation. 7. Water Supp[y Intakes.No activity may occur in the I . proximity of a public water supply intake,except where � (a)No_activity may canse more than a minimal adverse the activity is far the repair or improvement of public effect on navigation. water supply intake structures or adjacent bank stabilization. I (b) Any safety lights and signals prescnbed by the U.S. Coast Guard,through regulations or otherwise,must be installed and maintained at the 8• Adverse E,Jj''ects From Lnpoundments. If the activity permittees'expense on creates an impoundment of water,adverse effects to the � authorized facilities in navigable waters of the United aquatic system due to accelerating the passage of water, States. and/or restricting it flows must be m;nimi��to the maximuna extent practicable. (c) The permittee understands and agrees that,if future Ioperations by the United States require the removal, 9. Management of Water Flows. To the maximum relocation,or other alteration,of the struchue of work extent piacticable,the pre-constcuction course,condition, herein authorized,or if,in the opinion of the Secretary of capacity,and location of open waters must be maintained the Army or his authorized representative,said structure for each activiry,including s�eam channelization and Ior work shall cause unreasonable obsixuction to the free stormwater mauageument activities,except as provided navigation of the navigable waters,the permittee will be below. The activity must be constructed to withstand required,upon due notice from the Corps of Engineers, expected high flows. The activity must not restrict or � to remove,relocate,or alter the structural work or �pede the passage of normal or high flows,unless the obstructions caused thereby,without expense to the primary purpose of the activity is to impound water or United States. No claim shall be made against the �age high flows. The activity may alter the pr� United States on account of any such removal or constructiou course,condition,capacity,and location of � alteration. open waters,if it benefits the aquatic environment(e.g., stream restoration or relocation activities.) 2. Aqualic Life Movements. No activity may substantially disrupt the necessary life cycle of 10. Fills Within 100-Year Floodplains. The activity - Imovements of those species of aquatic life indigeaous to must comply with applicable FEMA-approved state or the waterbody,including those species that normally local floodplain management requirements. migrate through the area,unless the activity's primary � purpose is to impound water. G�iverts placed in streams 11. Equipment. Aeavy equipment working in wetlands must be installed to maintain low flow co�itions. or mudflats must be placed on mats,or other measiues must be taken to min;m;�r.soil disturbance. I Corps No.NWP-2008-479 Page 1 of 10 Enclosure(3) � i l I 12. Soil Erosion and Sediment Conlrols. Appropriate (c) Non-federal permittees shall notify the district soil erosion and sediment controls must b�used and engineer if any listed species or designated critical maintamed in effective operatiag condition during habitat might be affected or is in the vicinity of the construction,and all exposed soil and other fills,as well project,or if the project is located in designated critical as any work below the ordinary high w+ater mark or lugh habitat,and sball not begin work on the activity until tide line,must be pern�anently stabilized at the eazliest notified by the district engineet that the requirements of practicabie date. Permittees aze encoivaged to perform the ESA have been satisfied and that the activity is work wittrin watcrs of the United States during periods of authorized. For activities that might affect Federal2y- low-flow or no-flow. listed endangered or threatened species or designated critical habitat,the pre-construction notification must 13. Remova!of Temporary Fills. Temporary fills must include the name(s)of the endangered or threatened be removed in their entirety and the affected areas species that may be affected by the proposed work or returned to pre-construction elevations. The affected that urilize the designated criacal habitat that may be � areas must be revegetated,as apprapriate. affected by the proposed work. The district engineer will ! determine whether the proposed activity"may affecY'or 14. Proper Maintenance. Any authorized stiucture or will have`ho effecY'to listed species and designated I fill shall be properly maintained,including maintenance critical habitat and will notify the non-Federal applicant to ensure public safety. of the Corps'determination within 45 days of receipt of a complete pre-construction notification. In cases where 15. �ld and Scenic Rivers. No activity may occur in a the non-Federal applicant has identified listed species or component of the National Wild and Scenic River critical habitat that might be affected or is in the vicinity System,or in a river officially designated by Congress as of the project,and has so notified the Corps,the a"study river"for possible inclusion in the system while applicant shall not begin work tmtil the Corps has the rivor is an official study status,unless the appropriate provided notification the proposed activities will have � Federal agency with direct management responsibility "no effecY'on listed species or critical habitat,or until ��° for sii�h river,has detcrmined in writing that the Section 7 consultation has been completed. ( proposed activity will aot adversely affect the Wild and Scenic River designation or study status. Informafaon on (d) As a result of formal or inforn�al consultation with Wild and Scenic Ri�ers may be obtained from the the FWS or NMFS the district engineer may add species- appropriate Federal land management agency in the azea specific regional endangered species conditions to the (e.g.National Park Service,U.S.Forest Service,Bwreau NWPs. of Land Management,U.S.Fish and Wildlife Service.) (e) Authorization of an acrivity by a NWP does not 16. Tribal Rights. No activity or its aperation may authorize the"take"of a threatened or endangered impau reserved hibal rights,including,but not limited � species as defined undet the ESA. In the absence of to,reserved water rights and treaty fishing and hunting sepazate authorization{e.g.,an ESA Section 10 Permit,a nSh�• Biologicai Opinion with"incidental take"provisions, etc.)&om the FWS or�e N1vIFS,both lethal and non- 17. Exdangered Species. lethal"takes"of protected species are in violation of the ESA. Information on the location of threatened and (a) No activity is authorized under any NWP which is endangered species and their ctitical habitat can be l�cely to jeopazdize the continued existence of a obtained direcfly from the offices of the FWS and NMFS � threatened or endangered species or a species proposed or their World Wide Web pages at http://wwwlfws.gov/ � for such designation,as identified under the Federal and htip://www.noaa.�ov/fisheries.html resp�ctively. � Endangered Species Act(ESA),or whicb will destroy or adversely modify the critical habitat of such species. No 18. Nistoric Properties. � activity is authorized under any NWP which"may I affecY'a listed species or critical habitat,unless Section (a) In cases where the district engineer deternunes that � 7 consultation addressing the effects of the proposed the activity may affect properties listed,or eligible for � activity has been completed. listing,in the National Register of I-�istoric Places,the activity is not authorized,until the requirements of ' (b) Federal agencies should follow thoir own procedures Section 106 of the National Historic Preservation Act for complying with the requirements of the ESA. (NHPA)have been satisfied. Federal permittees must provide the district engineer with the agpropriate documentation to demonstrate compliance with those requirements. � i .� Corps No.NWP-2008-479 Page 2 of 10 EncIosure(3) I ( (b} Federal permittees should follow their own would relate,or havmg legal power to prevent it,atlowed procedures for complying with the requirements of such significant adverse effect to occur,unless the Corps, � Section 106 of the National Historic Preservation Act. after consultation with the Advi.sory Council on Historic Federal peanittees must provide the district engineer Preservation(ACHP),determines that circumstances with the appropriate documentation to demonshate jusrify granting such assistance despite the adverse effect Icompliance wifh those requirements, created or permitted by the applicant. If circumstances justify granting the assistance,the Corps is required to (c) Non-federal permittees must submit a pre- notify ACHP and provide documentation specifying the cons�uction notification to the district engineer if the circumstances,explaining the degree of damage to the Iauthorized acrivity may have the potential to cause integrity of any historic properties affected,and proposed ef�'ects to any historic properties listed,determined to be mitigation. This documentation must include any views eligible for listing oq or potentially eligible for listing on obtained from the applicant,SHPO/THPO,appropriate I the National Register of Historic Places,including Indian tnbes if the undertaldng occurs on or affects previously unidentified properties. For such activities, historic properties on tribal lands or affects properaes of the pre-cons�uction notification must state which interest to those lnbes,and other parties Imown to have a historic pmperties may be affected by the proposed work legitimate interest in the impacts to the permitted activity or include a vicinity map indicating the location of the on historic properties. I historic properties or the potential for the presence of historic properties. Assistance regarding information on 19. Designated Critical Resouree Waters. Critical the location of or potential for the presence of historic resource waters include,NOAA-designated marine � resburces can be sought from the State Historic sanctuazies,National Estuarine Research Reserves,state Preservation Office or Tnbal Historic Preservation natural heritage sites,and outstanding national resource Officer,as appropriate,and the National Register of waters or other waters officially designated by a state as Historic Places(see 33 CFR.4(g)). The district engineer having particulaz environmental or ecological Ishall make a reasonable and good faith effort to carry out significance and identified by the district engineer after _ appropriate identification efforts,wlrich may include �otice and opportunity for public comment. The district background research,consultation,oral history engineer may also designate additional crirical resource I interviews,sample field invesrigarion,and field survey. waters after notice and oppornuuty for comment. Based on the inforuiation submitted and these efforts,the district engineer shall determine whether the proposed (a) Dischazges of dcedged or fill material into waters of activity has the potential to cause an effect on the historic the United States are not authorized by NWPs 7, 12, 14, � properties. Where the non-Federal applicant has 16, 17,21,29,31,35,39,40,42,43,44,49,and 50 for � identified historic properties which the activity may have any activity within,or directly affecting critical resource the potential to cause effects and so notified the Corps, waters,including wetlands adjacent to such waters. the non-Federal applicant shall not begin the activity I until notified by the district engineer either that the (b) For NWPs 3,8,I0, 13, 15, 18, 19,22,23,25,27,28, activity has no potential to cause effects or that 30,33,34,36,37,and 38,notification is required in consultation under Section 106 of the NPHA has been accordance with General Condition 27,for any activity completed proposed in the designated critical resource waters � including weflands adjacent to those waters. The district (d) The dishict engineer will notify the prospective engineer may authorize activities under these NWPs only permittee witLin 45 days of receipt of a complete pre- after it is determined that the im�pacts to the critical I construction notificatibn whether NfiPA Section 106 resource waters will be no more than**+�n�*►�al. consultation is required. Section 106 consultation is not required when the Corps determines that the activity 20. Mittgation. The dishict engineer will consider the does not have the potential to cause effects on historic following factors when determining appropriate and � properties(see 36 CFR 800.3(a)). If NHPA Section 106 practicable mitigation necessary to ensure that adverse consultation is required and will occur,the district effects on the aquatic environment aze minimal: engineer will notify the non-Federal applicant that he or she cannot begin work until Section lOb consultation is (a) The activity must be designed and constructed to ( completed. avoid and min,m;�e adverse effects,both tennporary and permanent,to waters of the United States to the (e) Prospective permittees should be aware that Section maximum extent practicable at the project site(i.e.,on I 114k of the NHPA(16 U.S.C.470h-2(k))prevents the site). � Corps from granting a pem�it or other assistance to an applicant who,with intent to avoid the requirements of Section 106 of the NHPA,has intentionally significandy Iadversely affected a historic property to which the permit Corps No.NWP-2008-479 Page 3 of 10 Enclosure(3) ! � (b) Mitigation in all its form4(avoiding,minimizmg, appropriate fozm of compensatory mitigation,the district rectifying,reducing,or compensating)a+ill be required to en�ineer may waive or reduce the requirement to provide the extent necessary to ensiue that the adverse effects to wetland co�ensatory mitigation for wetland losses. the aquatic environment aze minimal. (g) Permittees may propose the use of mitigation banks, (c) Compensatory mitigation at a minimum one-for-one in-lieu fee arrangements or sepazate activity-specific ratio will be required for all wetland losses that exce.ed compensatory mitigation. In all cases,the mitigation 1/10-acre and require pre-construction noti5cation, provisions will specify the party responsible foz � unless the dishict engineer determines in writing t1�at accompIishing and/or complying with the mitigation some other form of mitigation would be environmentally plan. appropriate and provides a project-specific waiver of this requiremen� For wetland losses of 1/10-acre or less that (h) VJhere certain functions and services of waters of the require pre-construction notificatioq the district engineer United States are permanenfly adversely affected,such '' may determine on a case by-case basis that as the conversion of a forested or scrub-shrub wettand to � compensatory mitigation is required to ens�e that the a herbaceous wetland in a permanenfly maintained utility activity results in minimal adverse effects on the aquatic line right-of-way,mitigation may be required to reduce environment. Since the likalihood of success is greater the adverse effects of the pmject to the minimal level. and the impacts to potentially valuable uplands are reduced,wetland restoration should be the first 21. Wa1er Qualiey. Where States and authorized Tnbes, compensatory mitigarion option considered. or EPA where applicable,have not previously certified compliance of an NWP with CWA Section 401, I' (d) For losses of streams or other open waters that individua1401 Water Quality Certification must be require pre-construction notiScation,the district engineer obtained or waived(see CFR 330.4(c)). The district i may require compensatory mitigation,such as stream engineer or State or Tnbe may require additional water restoratioq to ensure that the activity results in min;mal quality management measures to ensure that tl�e adv�se effects on the aquatic environment. authorized activity dces not result in more than m;r;T„al degradation of water quality. (e) Compensatory mitigation will not be�sed to increase i the acreage losses allowed by the acreage limits of the 22. Coastal Zone Management. In coastal states where NWPs. For example,if an NWP has an acreage limit of an NWP has not previously received a state coastal zone 1/2-acre,it carmot be used to authorize any project management consistency concurrence,an individual state resulting ia the loss of greater than 1/2-acre of waters of coastal zone management consistency concurrence must the United States,even if compensatory mitigation is be obtained,or a presumption of concurrence must occur provided that replaces or restores some of the lost waters. (see 33 CFR 330.4(d)). The district engineer or a State However,compensatory mitigation can and should be may require additional measures to ensure that the used,as necessazy,to ensure that a project already autharized activity is consistent with state coastal zone meeting the established acreage limits also satisfies the management requirements. ' � minimal impact requirement associated with the NWPs. �I 23. Regiona!and Case-By-Case Conditions. The (� Compcnsatory mitigation plans for projects in or near activity must comply with any regional conditions that I streams or other open waters will;normally include a may have been added by the Division Engineer(see CFR 1 requirement for the establishment,maintenance,and 330.4(e))and with any case-specific conditions added by legal protection(e.g.,conservation easements)of riparian the Coips or by the state,Indian Tn�be,or EPA in its azeas next to open waters. In some cases,riparian areas Section 401 Water Quality Certification,or by the state ; may be the only compensatory mitigation xequired. in its Coastal Zone Management Act consistency ' Riparian areas should consist of native species. The determination. � width of the required riparian azea will address �; documentcd water quality or aquatic habitat loss 24. Use of Mult�'ple Nationwide Permits. The use of �� concerns. Normally,the riparian area will be 25 to 50 more than one NWP for a singte and complete project is feet wide on each side of the stream,but the dishict prohibited,except when the acreage loss of waters of the � engineer may require slightly wider riparian azeas to United States authorized by the NWPs does not exceed � address documented water quality or habitat loss the acreage limit of the NWP with the highest specified Iconcerns. Where both wetlands and open waters eacist on acreage limit. For example,if a road crossing over tidal , the project site,the district engineer will determine the waters is conshucted under NWP 14,with associated � apprapriate compensatory mitigation(e.g.,riparian azeas bank stabilization suthorized by NWP 13,the maximum � and/or weflands compensation)based on what is best for acreage loss of waters of the United States for the total , the aquatic emironment on a watershed basis. In cases project cannot exceed 1/3-acre. iwhere riparian areas are detezmined to be the most i � Corps No.NWP-2008-479 Page 4 of 10 Enclosure(3) i � i 25. Transjer ojNationwide Permrt Verification� If the (1) Until notified in writing by the district I permittee sells the property associated with a nationwide engineer that the activity may proceed under the NWP permit verificabioq the permittee may hansfer the with any special conditions imposed by the dishict or nationwide permit verification to the new owner by division engimeer;or submitting a letter to the appropriate Coips dishict office Ito validate the�ansfer. A copy of the nationwide permit (2) If 45 calendar days have passed from the verification must be attached to the letter,and the letter district's receipt of the complete PCN and the must contain the following state�nt and signature: prospective permittee has not received written notice from the district or division engineer. However,if the �I "When the s�vchu-es or work authorized by ttuis permittee was required to notify the Corps pursuant to nationwide permit are still in existence at the time the Gcneral Condition 17 that listed species or critical property is transferred, the tern�s and conditions of habitat might be affected or in the vicinity of the project, I this nationwide permit, including any special or to notify the Corps pwsuant to Generai Condition 18 conditions, will continue to be binding on the new that the activity may have the potential to cause effects to owner(s) of the property. To validate the transfer of lvstoric properties,the permittee cannot begin the this nationwide peimit and the associated liabilities activity until receiving written notification from the I associated with compliance with its terms and Corps that is"no effecY'on listed species or"no condirions,have the transferee sign�d date below." potential to cause effects"on historic properties,or that any consultation required under Section 7 of the (Transferee) Endaugered Species Act(see CFR 330.4(fl)and/or � .• Section 106 of the National Historic Preserva6on(see (Date) CFR 330.4(g))is completed. Also,work cannot begin under NWPs 21,49,or 50 until the permittee vas 26. Compliance Cerli,fication.Each permittee who received written approval from the Corps. If the � zeceived an NWP verification&om the Corps must proposed activity requires a written waiver to exceed w submit.a signed certificarion regarding the completed specified limits of an NWP,the permittee caz►not begin work and any required mitigation. The certiScation form the activity until the district engineer issues the waiver. I must be forwarded by the Corps with the NWP If the dishzct or division engineer notifies the permittea verification letter and will include: in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN,the (a) A statement that the authorized work was done in permittee cannot begin the activity until an individual I accordance with the NWP authorization,including any permit has been obtained. Subsequently,the permittee's gcaeral or specific conditions; right to proceed under the NWP may be modified, suspended,orrevoked onlyin accordance withthe (b) A statement that any required mitigation was procedure set forth nn 33 CFR 330.5(d))(2). Icom�leted in accordance with the permit conditions;and (b) Coatents ofPre-Construction Notification: The (c) The si�ature of the permittee certifying the PCN must be in writing and include the following Icompletion of the work and mitigation. infornoa.tion: 27. Pre-Construction Notiftcatlon. (1) Name,address and telephone numbers of the prospective permittee; � (a) Timing. Where required by the terms of the NWP, � the prospective permittee must notify the district (2) Location of the proposed project; engineer by submitting a pre-cons�uction notification (PCI�as early as possible. The district engineer must (3) A description of the proposed project the ! determine if the PCN is complete within 30 calendar projecYs purpose;direct and indirect adverse � days of the receipt and,as a general rule,will request environmental effects the project would cause;any other additional information necessary to make the PGN NWP(s),regional general permit(s),or individual complete only once. However,if the prospective permit(s)used or intended to be vsed to authorize any � permittee does not provide all of the requested part of the proposed project or any related activity. The informarion,then the district engineer will notify the description should be suf�ciently detailed to allow the prospective permittee that the PCN is still incomplete district engineer to determine that the adverse effects of and the PGN review process will not commence until all the project w�71 be minimal and to determine the need for � of the requested information has been received by the compensatory mitigation Sketches should be provided district engineer. The prospective permittee shall not when necessary to show that the activity complies with begin the activity: the ternas of the NWP. (Sketches usually clarify the Iproject and when provided result in a quicker decision); Corps No.NWP-2Q08-479 Page 5 of 10 Enclosure(3) 1 (4) The PCN must inc2ude a delineation of (2) For all NWP 48 activities requiring pr� special aquatic sites and other waters of the United States construction notification and for other NWP activities on the project site. Wefland delineations must be requiring pr�construction notification and for other prepared in accordance with the current method required NWP activities requiring pre-construction notification to by the Corps. The penmittee may ask the Corps to the district engineer that result in the loss of g�eater ttuw delineate the spocial aquatic sites and other waters of the 1/2-acre of wabers of the United States,the dishict United States,but there may be a delay if the Corps does engineer will immediately provide(e.g.,via facsimile the delineation,especially if the project site is large or transmissioq overnight mail,or other expeditious contains many waters of the United States. Furthermore, manner)a copy of the PCN to the appropriate Federal or � the 45�iay period will not start until the delinoation has state offices(FWS,state natural resource or water quality been submitted to or completed by the Corps,where agency,EPA,State Historic Preservation Officer appropriate; (SHPO)or Tnbal Historic Preservation Office(T�3P0), and,if appropriate,the NIvIFS). With the exception of (5) If the proposed activity will result in the NWP 37,these agencies will then have 10 calendar days � loss of greater than i/10-acre of wedands and a PCN is from the date the material is transmitted to telephone or required,the prospective permittee must submit a fax the district engineer that they mtend to provide statcmcnt describing how the mitigation requirement will substantive,site-specific comments. If so contacted by be satisfied. As an altemative,the prospective permittee an agency,the district engineer will wait an additionai 15 may submit a conceptual or detailed mitigation plan. calendar days before making a decision on the pre- constcuction notification. The district engineer will fully (6) If any listed species or designated critical consider agency comments received within the specified habitat might be affected or is in the vicinity of the time frame,but will provide no response to the resource I project,or if the project is located in designated critical agency,except as provided below. The district engineer habitat,for non-Federal applicants the PCN must include will indicate in the administrarive record associated with the name(s)of those endangered or threatened species each pre-conshuction norificarion that the resource 'i° that might be affected by the proposed wozk or utiilize the agencies'concems were considered. For NWP 37,the ( designated critical habitat that may be affected by the emergency watershed protecrion and rehab�litation proposed work. Federal applicants must provide activity may proceed immediately in cases where there is ( documentation demonstrating compliance with the an unacceptable hazard to life or significant loss of Endangered Species Act;and property or economic hardship will occur. The district engineer will consider any comments received to decide I (7)For an activity that may af�'ect a historic whether the NWP 37 authorization should be modi.fied, I property listed on,determined to be eligible for listing suspcnded,or revoked in accordance with the procedures on,or potentially eligible for listing on,the National at 33 CFR 330.5. .f Register of Historic Places,for non-Federal applicants lthe PCN must state which lustoric property may be (3) In cases of where the prospective permittee � af�'ected by the proposed work or include a vicinity map is not a Federal agency,the district engineer will provide indicating the location of the historic property. Federal a response to NMFS within 30 calendar days of receipt applicants must provide documentarion demonshating of any Essential Fish Habitat conservation compliance with Section 106 of the National Historic recommendations,as required by Section 305(b)(4)(B)of Preservation Act. the Magnuson-Stevens Fishery Conservation and Management Act (c) Form of Pre-Conrtruction Nohfication: The istandard individual permit application form(Form ENG (4) Applicants aze encoivaged to provide the � 4345)may be used,but the completed application form Corps multiple copies of pre-construction notifications to must clearly indicate that it is a PCN and must include all expedite agency coordination, � of the information required in paragraphs(b)(1)through � (7)of this general condition. A letter contaming the (5) For NWP 48 activities that require � required information may also be used. reporting,the dishict engineer will provide a copy of � each report within 10 calendar days of receipt to the (d) Agency Coordination: appropriate regional office of the NMFS. (1) The district engineer will consider any (e) District Engineer's Decision: In reviewing the PCN comments from Federal and state agencies conceming for the proposed activity,the district engineer will � the proposed activiry's compliance with the terms and determine whether the activity authorized by the NWP conditions of ihe NWPs and the need for mitigation to will result in more than minimal individual or cumulative reduce the project's adverse environmental effects to a adverse environmental effects or may be contrary to the t minimal level. public interest. If the proposed activity requires a PGN i j Corps No.NWP-2008-479 Page 6 of 10 Enclosure(3) a � i and wi11 result ia a loss of greater than 1/10-acre of (3)that the project is authorized under the NWP Iwetlands,the prospective permittee should submit a with specific modifications or conditions. Where the mitigaaon proposal with the PCN. AppIicants may also district engineer determines that mitigation is required to propose compensatory mitigation for projects with ensure no more than minimal adverse effects occur to the smaller impacts. The district engineer wi71 consider any aquatic envaonment,the activity will be authorized �I proposed com�pensatory mitigation the applicant has within the 45-day PGN period. The authorization will included in the proposal in determining whether the net include the necessary conceptual or specific naitigation or adverse environmental ef�ects to the aquatic environment a requirement that the applicant submit a mitigation plan I of the proposed work are�nimal. The eompensatory that would reduce the adverse effects on the aquatic mitigation proposal may be either conceptaai or detailed. environment to the minimal level. When mitigation is If the district engineer determines that the activity required,no work in waters of the United States may complies with the terms and conditions of the NWP and occur until the district engineer has approved a specific Itbat the adverse effects csn the aquatic environmental are mitigation plan. minimal,after considering mitigation,the district engineer will notify the permittee and i�lude any 28. Single and Complete Project: The activity must be , conditions the district engineer deems necessary. T'he a single and complete project The same NWP cannot be Idistrict engineer must approve any compensatory used more than once for the single and complete project mitigation proposal before the pernuttee commences work If the prospective permittee elects to submit a � compensatory mitigation plan with the PCN,the district E. Definitions engineer will expeditiously review the proposed compensatory mitigation plan. The dis�ict engineer must review the plan withm 45 calendar days of Bes�management Practices(BMPs):Policies, receiving a complete PCN and determine whether the Practices,procedures,or structures implemented to Iproposed mitigation would ensure no more than minimal �tigate the adverse euvironmental effects on surface �- adverse effects on the aquatic environment_ If the net �ter quality resuiting from development. BMPs are adverse effects of the project on the aquatic environment categories as structural and non-structural. I (after consideration of the compensatory mitigation proposal)are determined by the dishict engineer Co be Compensatory mitigation: The restoration, establishment(creation),enhancement,or preservarion of minimal,the district cngineer will provide a timely aq��c reso�ces for the purpose of compensating for written response to the applicant. The response will state �yoidable adverse impacts which remain after all Ithat the project can proceed under the terms and appropriate and practicable avoidance and m;nim;�ation conditions of the NWP. has been aclrieved. I If the district en�neer det�rmines that the advezse effects Currently serviceable: Useable as is or with of the pmposcd work are more than minimal,then the some maintenance,but not so degraded as to essentially disti-ict engineer will notify the applicant ezther: require reconstruction. ( (1) That the project does not qualify for Diseharge: The term"discharge"means any authorization under NWP and ins�uct the applicant on �charge of dredged or fill material and any activity that the pmcedures to seek authorization under an individual causes or res�lts in such a discharge. permit; I (2) that the project is authorized under the Enhancement: The manipnlation of the NWP subject to the applicanYs submission of a physical,chemical,or biological characteristics of an mitigadon plan that would reduce the adverse effects on the aquatic environment W the minimal level•or aquatic resource to heighten,intensify,or icnq�rove a � � specific aquatic resource function(s). Enhanctment I results in the gain of selected aquatic resource function(s),but may also lead to a decline in other aquatic resource function(s). Enhancement does not Iresult in a gain in aquatic resource azea. Ephemeral stream: An ephemeral s�eam has i flowing water only during,and for a short duration after, i precipitation events in a typical yeaz. Ephemeral stream beds are located above the water table yeaz-mund. Crroundwater is not a source of water for the stream I Runoff from rainfall is the primary source of water for stream flow. Corps No.NWP-2008-479 Page 7 of 10 Enclosure(3) � f I � I Establishmenl(creation): The manipulation of Non-tldal wetland: A non-tidal wetland is a the physical,chemical,or biological characteristics wetland that is not subject to the ebb and flow of tidal prese�to develop an aquatic resource that did not waters. The definition of a wetland can be found at 33 previously exist at an upland site. Establishment results CFR 3283(b). Non-tidal wetlands contiguous to tidal in a gain in aquatic resource azea. waters aze located landwazd of the high tide li.ne(i.e., spring high tide line). R'�s[oric Properiy: Any prebistoric or historic district,site(including archaeological site),building, Open water:For purposes of the NWPs,an stcucture,or other object included in,or eligible for open water is any area that in a year with normal patterns inclusion in,tbe National Register of Historic Places of precipitation has water flowing or standing above I maintained by the Secretary of the Interior. This term grotmd tn the extent that an ordinary lugh water mark I inclndes artifacts,records,and remains that aze related to can be deteimined. Aquatic vegetation within the area of and located within such properties. The term inctudes standing or flowing water is either non-emergent,sparse, � praperties of traditional religious and cultural importance or absent Vegetated shallows are considered to be open � to an Indian tnbe or Native Hawarian organization and waters. Examples of"open waters"include rivers, � that meet the National Re�ster criteria(36 CFR part 60). streams,lakes,and ponds. � � Independent utrlity: A test to dctermine what Ordfnary A�gh Warter Mark: An ordinary high � constitutes a single and complete project in the Corps water mark is a line on the shore established by the regulatory program. A project is considered to have fluctuations of water and indicated by physical Iindependent utility if it would be constcucted absent the characteristics,or by other appropriate means that constiuction of other projecis in the project area, consider the characteristics of the surrounding areas(see Portions of a multi-phase project that depend upon other 33 CFR 3283(e)). phases of the project do not have indepcndent utility. Phases of a project that would be consttucted even if the Perennial strearn: A perennial stream has othei phases were not built can be considered as separate flowing water year-round during a typical year. The '' single and complete projects with independent utility, water table is located above the stream bed for most of the yeaz. Groundwater is the primary source of water for IntermiGtent streanr: An intermittent stream has stream flow. Runoff from rainfall is a supplemental i flowing water during cer�ia times of the year,when source of water for stream flow. groundwater provides for stream flow. During dry periods,intermittent streams may not have flowing Practicable: Available and capable of being water. Runoff from rainfall is a supplemental source of done afrer taking into consideration cost,existing water for stream flow. technology,and logistics in light of the overall project puiposes. Loss ojwaters of the Untted States: Waters of the United States that are permanently adversely affected Pre-construction noh'f:caHon: A request �•� by filling,flooding,excavation,or drainage because of submitted by the project proponent to the Corps for the regulated activity. Permanent adverse effects include conSrmation that a particulaz activity is authorized by pe�anent dischazges of dredged or fill material that nationwide permit. The request may be a permit change an aquatic area to dry land,mcrease the bottom application,letter,or similar document that includes of elevation of a waterbody,or change the use of a information about the proposed work and its anticipated waterbody. The acreage of loss of waters of the United environmental effects. Pre-construction notification may � States is a tbreshold measurement of the iaipact to be required by the terms and conditions of a nationwide 1 j�isdictivnal wateis for determ�ining whether a project permit,or by regional conditions. A pre-construction Imay quality for an NWP;it is not a net threshold that is notification may bo voluntarily submitted in cases where � calculated after considering compensatory mitigation that pre-construction notification is not required and the may be used to offset losses of aquatic functions and project proponent wants con5rmation that the acrivity is services. The loss of s�eam bed includes the linear feet authorized by nationwide permit. I of stream bed that is filled or excavated. Waters of the United States temporarily filled,flooded,excavated,or Preservation: The removal of a ihreat to,or + drained,but restored to pre-construction contours and preventing the decline of,aquatic resources by an acrion j elevarions after construction,are not included in the in or neaz those aquatic resources. This term includes measurement of loss of waters of the United States. acti.vities commonly associated with the protecrion and Impacts resulting&om activities eligible for exemptions maintenance of aquatic resources tbrough the under Section 404(fl of the Clean Water Act are not implemtntation of appropriate legal and physical considered when calculating the loss of waters of the mechanisms. Preservation does not result in a gain of United States. aquatic resource area or fimcrions. iCorps No.NWP-2008-479 Page 8 of 10 Enclosure(3) � � i Re-establishment: The manipulation of the of a single water of the United States(i.e.,a single iphysical,chemical,or biological characterisrics of a site waterbody)at a specific location. For linear projects with the goal of returning naturaUhistoric functions to a crossing a single waterbody several times at separate and former aquatic resource. R�establishment results in distant locations,each crossing is considered a single and rebuilding a former aquatic resource and results in a gain complete project. However,individual ebannels in a Iin aquatic resource azea. braided stream or river,or individual arms of a large, uregularly shaped wetland or lake,etc.are not separate Rehabr7itatio�: The manipulation of the waterbodies,and crossings of snch feat►ues cannot be ` physical,chennical,or biological characterisiics of a site considered separately. with the goal of repairing natwaUhistoric fimctions to a degraded aquatic resource. Rehabilitation results in a Stormwater management: Stonmwater gain in aquatic resource fiwction,but does not result in a management is the mechanism for controlling Igain in aquatic resource azea. stormwater runoff for the piuposes of reducing downstream erosion,water quality degradation,and Restoration: The manipulation of the physical, flooding and mitigating the adverse effects of changes in chemical,or biological characteristics of a sitc with the land use on the aquatic environment . Igoal of retuming naturaUlustoric fimctions to a former or degraded aquadc resource. For the purpose of tracking Stormwater managernent facr7ities: net gains in aquatic resource area,restoration is divided Stormwater management facilities are those facilities, I into two categories: Re-establishment and rehabilitation. including but not limited to,stormwater retention and detention ponds and best management practices,which Riffle and pool co►nplex: Riffle and pool retain water for a period of time to control nmoff and/or complexes are special aquatic sites under tt►e 404{b)(1) improvo the quality(i.e.,by reducing the concentration ; Guidelines. Riffle and pool complexes sometimes of nutrients,sediments,hazardous substances and other � characterize steep gcadient sections of streams. Such pollutants)of stoimwater runoff. ° stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a Siream bed: The subshate of the sh�eam � course substrate in riffles results in rough flow,a c�annel between thc ordinary high water marks. The ' turbulent surface,and high dissolved oxygen levels in ti�e substrate may be bedrock or inorganic particles that water. Pools are deeper areas associated with riffles. A range in size from clay to boulders. Wetlands � slower stream velocity,a stroaming Aow,a smooth continuous to the stream bed,but outside of th�ordinary � surface,and a finer substrate chazacterize pools. high water marks,are not considered part of the stream bed. Riparian areas:Riparian azeas are lands � adjacent to streams,lakes,and estuarine-mazine Strea�n channellzaHon: The manipulation of a shorelines. Riparian azeas are transitional between stream's course,condition,capacity,or location that terres�ial and aquatic ecosystems,through which surface causes more than minimal interruption of normal stream and subsurface hydrology connects waterbodies with processes. A channelized stream remains a water of the i their adjacent uplands. R.iparian azeas provide a variety United States. � of ecological functions and services and help improve or maintain local water quality. (See General Condition 20) Structure: An object that is arranged in a definite pattern of organization_ Examples of structures � Shellfrsh seeding:The placement of shellfish include,without limitation,any pier,boat dock,boat � seed and/or suitable substrate to increase shellSsh ramp,wharf,dolphin,weir,boom,breakwater,buIkhead, production. Shellfish seed consists of immature revehnent,riprap,jetty,artificial island,artificial reef, I individual shellfish or individual shellfish attached to permanent mooring struchire,power transmission line, , shells or shell fragments(i.e.,spat on sheII). 5uitable permanently moored floating vessel,piling,aid to substrate may consist of shellfish sholls,shell fragments, navigation,or any other manmade obstacle or or other appropriate materials placed into waters for obstruction. I shellfish habitat. Single and coneplete proJect. The term"single and complete project"is defined at 33 CFR 330.2(�as � the total project proposed or accomplished by one � owner/developer or partnership or other association of owners/developers. A single and complete project must have independent utility(see definition). For linear � projects,a"single and complete project"is all crossings I Corps No.NWP-2008-479 Page 9 of 10 Enclosure(3) f Tidal wetland: A tidal wetland is a wetland i (ie.,waber of the United States)that is inundated by tidal waters. The defmitions of a wetland and tidal wat e r s c a n be found at 33 CFR 328.3(b)and 33 CFR 3283(�, respectively. Tidal watcrs rise and fall in a predicable and meas�uable rhythm or cycle due to the gravitational pulls of the moon aad sun. Tidal waters end where the rise and fall of the water surface can no longcr be practically measured in a predictable rhythm due to masldng by other waters,wind,or other e�'ects. Tidal wedands are located channelward of the high tide line, wluch is defined at 33 CFR 328.3(c�. Yegetated sl�allows:Vegetated s�llows are special aqnatic sites under the 404(b)(I)Guidelines. � They are areas that aze permancndy inundated and under Inormal circumstances have rooted aquatic vegetarion, such as seagcasses in marine and estuanine systems and a variety of vascular rooted plants in freshwater systems. R'aterbody For purposes of the NWPs,a watcrbody is a jurisdictional water of the United States that,during a year with normal pattems of precipitation, has water flowing or standing above ground to the extent �r that an ordinary high water mazk(OHWM)or other _ indicators of jurisdicdon,that watezbody and its adjacent wetlands are considered togetber as a single aquatic unit (see 33 CFR 328.4(c)(2)). Examples of"waterbodies" include streatns,rivers,lakes,ponds,and weflands. � � I Coips No.NWP-2008-479 Page 10 of 10 Enclosure(3) I i � Uregon Department of � � "�' ' Environmental Quality (DEQ) � US Army Corps 401 Water Quality (WQC) General of Engineers Conditions I Portiand District In addinon to all USACE permit conditions,the following 401 WQC conditions apply to all Nationwide � Pernait categories certified or partially certified by this 401 WQC,unless specified in the condition. AddfNonal 401 WQC Category Speciflc Conditions follow,which must also be complied with as applicable. � 1) Tbrbidity:All practical Best Management Practices(BMPs)an disturbed banks and within the stream shall be implemented to minimize turbidity during in-water work OAR 340-041-0036 states that turbidity shall not Iexceed 10 percent above natural stream turbidities,except where allowed by the rule.This rule also states that limited duration activities necessary to accommodate essential dredging,construction or other legitimate activities and which cause the turbidity standard to be exceeded may be authorized provided all practical i turbidity control techniques have been applied and a section 401 water quality certificate has been granted. a — a:-Monitoring:Turbidity monitoring shall be conducted and recarded a§described below.Monitoring shall occur ea.ch day during daylight hours when in-water work is being conducted.A properly and regularly ( calibrated turbidimeter is recommended,however,visual gauging is acceptable. i.Representative Backg;round Point:a sample or observation must be taken every four hours at a relatively i undisturbed area approximately 100 feet upcurrent from in-water disturbance to establish background i turbidity levels far each monitoring cycle.Background turbidity,location,and time must be recorded prior to monitoring downcurrent. Iii.Compliance Point:Monitoring shall occur every fo�hours approacimately 100 feet down current from the point of discharge and be compared against the background measurement or observation.The turbidity, location,and time must be recorded for each sample. Ib. Compliance: Results from the compliance points should be compared to the background levels taken during each monitoring interval.Exceedances are allowed as follows: I MONITORING WRH A TURBIDIMETER ALLOWABLE DCCEEDANCE ACTION REQUIRED AT 1 ACTION RE�UIRED AT 2 TURBIDITY LEVEL MONITORING INTERVAL MONITpRHVG INTERVAL 0 to 5 NTlJ above back nd Continue to monitor ev �hours Cortitimue t4 monitor eve 4 hours 5 l0 29 NTU above background Modify BMPs&coMinue io monitor Stop work after 8 hou�s at 5-29 eve 4 hours NTU above back round 30 to 49 NTU above Modiy BMPs&oontinue to monitor Stop work aRer 2 hours at 3a49 badc round 2 hours NTU above back rpund � 6D NTU or more above Stop woric Stop work badc round VISUAL MONfTORING No ume observed Continue to monitor eve 4 hours Continue to monitor eve 4 hotxs ; Plume observed Modtiy BMPs�con5nue to monitor St�p work aiter 8 hours with an ev 4 hours observed ume � NWP-2408�79 Page 1 of 8 Enclosure 4 i i i When monitoring visually, turbidiry that is visible over iii. Lunit the number and location of stream background is considered an exceedance of the crossing events.Establish temporary crossing standard sites as necessary at the least impacting areas and supplement with clean grave]or other temporary If an exceedance over the background level occurs, methods as appropriate; the applicant must mod�the adivity and continue to monitor every four hours or as appropriate(above).If iv. Machinery will not drive into the flowing an exceedance over the background level continues channel; after the second monitoring interval, the activity must stop until the turbidity levels return io background.If, v. Excavated material will be placed so that however,turbidity levels return fo bacicground at it is isolated from the water edge or wedands second monitoring level due to implementation of and not placed where it could re-enter waters BMPs or natural attenuation, work make continue of the state uncontrolled;and, with appropriate monitoring as above. vi. Use of contairunent measures such as silt If an exceedance occurs at:SO NTTI or more over curtains,geotextile fabric,and silt fence will background;30 NT'U over background for 2 hours;or be implemented and properly maintained in 5-29 NT(T over back ground for 8 hours, the activity order to minimize in-stream sediment must stop irnmediately for the remainder of that 24- suspension and resulting turbidity. hour period. 2) Erosion Control:The applicant is referred to c. Reporting: Copies of daily logs for turbidity UFQ's Oregon S�diment and Erosion Control °)M monitoring shall be available to DEQ,USACE, Manual, Apri12005.The following erosion conlrol National Marine Fisheries Service(N11�S),US measures(and others as appropriate)or comparable Fish and Wildlife Service(LTSFWS),and Oregon measures as specified in an NPDES 1200-C permit(if Department of Fish&Wildlife(ODFV�upon required)shall be implemented during request.The log must include:background NTCJs, constrnction/project activities: compliance point NTLJs,comparison of the points in 1�TI'Us,and location,time,and tidal stage(if a. Filter bags,sediment traps or catch basins, applicable)far each reading.Addirionally,a vegetative strips,berms,Jersey barriers,fiber narrative must be prepazed discussing all blankets,bonded fiber matrices,geotextiies, exceedances with subsequent monitoring,actions mulches,wattles,sediment fences,or other taken,and the effectiveness of the actions. measures used in combination shall be used to prevent movement of soil from uplands into d. BMPs to Miuimize In-stream Turbidity: waterways or wetlands; i. Sequence/Phasing of work—The b. An adequate supply of materials needed to applicant will schedule work activities so as to control erosion must be maintained at the project � .n;nimi�P in_�,vater disturbance and duration of in- construction site; water disturbances; c. To prevent stockpile erosion,use compost ii. Bucket control-All in-stream digging bcrms,irnpervious materials or other equally passes by excavation machinery and placement effective methods,during rain evcnts or when the of fill in-stream using a bucket shall be stockpile site is not moved or reshaped for more completed so as to m;n;,,,;�e turbidity.All than 48 hours; practicable techniques such as employing an experienced equipment operator,not dumping d. Erosion con�ol measures shall be inspected partial or full buckets of material back into the and maintaixied daily or more frequently as wetted stream,adjusting the volume,speed,or necessary,to ensure their continued effectiveness both of the load,or by using a closed-lipped and shall remain in place until all exposed soil is environmental bucket shall be implemented; stabilized; NVYP-2008-479 Page 2 of 8 Enclosure 4 � I ! i. If monitoring or inspectaon shows that the reasonable expectation that nmof�'from impervious ierosion and sediment controls are ineffective, surfaces will carry pollutants toward the lowest point � mobilize work crews immediately to make in the landscape,which is generally a water of the repairs,install replacements,or install additional state.Low Impact Development(LID)techniques to controls as necessary; reduce amounts and concentrations of nmoff leaving the project area and Best Management Practices i ii. Remove sediment from erosion and (BMPs)targeting removal of reasonably expected i sediment controls once it has reached 1/3 of the pollutants(sediment,meta.ls,hydrocarbons,nutrients, � exposed height of the control. pesticides,etc.)prior to discharge of stormwater must I be incorporated into project designs.A narrative and ie. Unless part of the authorized permanent fill, site sketch describing these LID techniques,BMPs � all construction access points through,and staging and other stormwater treahnent options commensurate � areas in,riparian or wetland areas shall use with the scale of the project will constitute a post- � removable pads,mats,or other methods as construction stormwater management plan which must j necessary to prevent soil compaction,unless doing be submitted by the applicant to DEQ for review and � so would be more impactful to these or approval prior to construction.DEQ's Stormwater surrounding resources; Management Plan Submission Guidelines for RemovnUFill Permit Applications Which Involve f. Flag or fence off avoided wetlan�ds and newly Impervious Surfaces(located under"RemovaUFill"at: � plant�d areas to protect from distutbance and/or htt://www.des.state.or.uslwa/sec401ce rt/sec401c erosion; ert.htm)provides information to determine the level of detail required for the plan based on project type, , » g.._ Dredged or othe�excavated material shall be sco}�e,location,and other factors,as well as ; placed on upland areas with stable slopes to references to assist in designing the plan.Submission iprevent materials from eroding back into of the plan must include: , waterways or weflands; ' a. A site sketch or plan view drawing indicating: � h. Sediment from disturbed areas or in any way the drainage flow directions; discharge locations; � able to be tracked by vehicles onto pavement shall contours and spot elevations;location and size of I not be allowed to leave the site in amounts that impervious features(e.g.,parking lots,driveways, would reasonably be expected to enter waters of buildings,or roads);nearest downgradient I the state and impair water quality.Placement of waterbody with direction of stream and surface clean aggregate at all construction entrances,and flow,other physical features of the site,and the other BMPs such as truck or wheel washes if location and type of post-construction BMPs; Ineeded,will be used when earthmoving equipment � will be leaving the site and traveling on paved b. A narrative description of prOposed BMPs surfaces;and, and a summary of their anticipated operation to I insure adequate capacity,proper function,and I i. Projects which disturb one acre or appropriate design far the site such that quality, more require an NPDES 12QOC Storm Water quanrity,and seasonality of pre-construction Discharge Pernrit.Contact the appropriate DEQ hydrologic conditions are mimicked to the i regional office for more information(Contact maximum extent practicable,based on stormwater information can be found at: anticipated to be generated due to project-related http://www.deq.state.or.us/wqn. impervious surfaces and delivered to waters of the state. See local jurisdiction regulations and � 3) Post-Constrnction Stormwater Management accepted stormwater manuals for detention and for NWP activities involving impervions surfaces capacity requirements; (NWPs 3, 14,15,29,36,39,42) IStormwater discharges to waters of the state must not violate state water quality standazds,including Oregon Administzative Rule(OAR)340-041-0004,the � Antidegradation Policy for Surface Water.There is a I NWP-2008-479 Page 3 of 8 Enclosure 4 j i f � c. Implementa.tion of the plan must be ii. Dispose of all treated wood debris concurrent with installation of impervious surfaces removed during a project,including treated and include an adequate operation and wood pilings,at an upland facility approved maintenance plan with documentation of for hazardous materials of this classification. responsibility for maintenance by a qualified Do not leave treated wood pile(s)m the water �htY; or stacked on the streambank. d. If engineered structural BMPs are iii. Inunediately place removed piling onto an incorporated into the post conshuction stormwater appropriate dry storage site. management plan they must be prepared and stamped by an Oregon registered Professional iv. Attempt to remove the entire temporary or i Engineer(PE),and specification drawings must be permanent piling. submitted;or, � v. If complete removal is not possible, e. In lieu of a complete plan,the applicant may ensure that any treated wood piling to remain submit: submerged is broken,cut,or pushed at least 3 feet below the sediment surface. I i. Documentation of acceptance of the stormwater into a DEQ pemutted National vi. Fill and cover holes left by each treated � Pollutant Dischazge Elinnination Strategy dmber piling removed with clean,native (NPDES)Phase I or II Municipal Separate subs�ates that match surrounding sireambed � Storm Sewer System(MS4);or materials.If chemically treated wood piles are �,� , ..._ — removed-using a vibratory hammer,ensure ii. Reference to implementation of a that holes aze capped with clean fill as the pile progtammatic process developed to achieve is removed. Surrounding the pile with clean these expectations,and aclrnowledged by material prior to removal will allow the hole DEQ as adequately addressing pollution to fill in upon extraction in order to contain contr�ol or reduction through basin-vvide any un-decomposed chemicals which have postconstruction stormwater management pooled beneath the substrate and may tend to � practices. escape upon extraction of the pile as they are less dense than the surrounding water.Clean 4) Deleterions Materials:The following conditions fill must be accounted for in project relating to control of hazardous,toxic and waste description and threshold limits. materials shall be observed: j c. Biologically harmful materials and I a. Treated Wood:Ineligibility-Projects which construction debris including,but not limited to: I propose installation of chemically treated wood petroleum products,chemicals,cement cured less f that will contact surface or ground water or that than 24 hours,welding slag and grindings, iwill be placed over water where it will be exposed concrete saw cutting by-products,sandblasted to abrasion require individual,site specific review materials,chipped paint,tires,wire,steel posts, i and are,therefore,not certified by this 4d1 WQC. asphalt and waste concrete shall not be placed in waterways or wetlands.Authorized fill material b. Projects that require removal of chemically must be free of these materials.The applicant must treated wood must: remove all foreign materials,refuse,and waste from the project area. i. Ensure that no treated wood debris falls into waters of the State.If�eated wood debris d. An adequate supply of matezials needed to faIls into waters of the State,it must be contain deleterious materials during a weather removed immediately and disposed of event must be ma.intained at the project site and � properly. deployed as necessary. e. Machinery refueling shall not occur in waterways,wetlands,or riparian areas. I � NWP-2008-479 Page 4 of 8 Enclosure 4 � i 5) Spill Prevention:Fuel,operate,maintain,and C} Spill&Incident Reporting: store vehicles and construction materials in areas that minimize disturbance to habitat and prevent adverse a. In the event that petroleum products, effects from potential fuel spills. chemicals,or any other deleterious materials aze discharged into state waters,or onto land with a a. Complete vehicle staging,cleaning, potential to enter state waters,the discharge shall ; maintenance,refueling,and fuel storage in a be promptly re�wrted to the Oregon Emergency j vehicle staging area placed 150 feet or more from Response Service(OERS, 1-800-452-031 1). ; any waters of the state.An exception to this Conta.inment and cleanup must begin immediately i distance can be made if all practicable prevention and be completed as soon as possible. � and containment measures[as in 5)b through e below,or others]are employed and this distance is b. If the project aperations Cause a water quality not possible because of any of the following site problem which results in distressed or dying fish, condirions: the operator shall irmnediately: cease operations; I take appropriate corrective measures to prevent ii. Physical constraints that make this further environmental damage;collect fish � distance not feasible(e.g.,steep slopes,rock specimens and water samples;and notify DEQ, outcroppings); ODFW,NMFS and USFWS as appropriate. ' ii. Nahual resonrce features would be '1} Vegetation Protection and Restoration: ; degraded as a result of this setback; Riparian,wetland,and shoreline vegetation in the or, authozized project area shall be protected from unnecessary disturbance to the maximum extent � � iii. Either no contaminants are present or full practicable through: containment of potential contaminants to ! prevent soil and water contamination is a. Minimization of project and impact footprint; provided; b. Designation of staging areas and access points i b. Inspect all vehicles operated within 150 feet in open,upland areas; ' of any waters of the State daily for fluid leaks before leaving the vehicle staging area.Repair any c. Fencing ar other barriers demarking � leaks detected in the vehicle staging area before the construction azeas;or, � vehicle resumes operation; d. Use of altemative equipment(e.g.,spider hoe c. Before operations begin and as often as or crane) Inecessary during operation,steam clean(or an approved equal)all equipment that will be used if authorized work results in unavoidable vegetative below banl�ull elevation until all visible external disturbance;riparian,wetland,and shoreline � oil,grease,mud,and other visible contaminates are vegetation shall be successfully reestablished to ' removed; fimction for water quality benefit at pre-project levels or improved,at the completion of the authorized Id. Diaper all starionary power equipment(e.g., work. . generators,cranes,stationary drilling equipment) operated within 150 feet of any waters of the state 8) Project Thresholds: to prevent leaks,unless other suitable containment Iis provided to prevent potential spills from entering a. Project applications must be complete and any waters of the state; and, account for total impacts at build-out regardless of construction phasing.Projects may not be phased � e. An adequate supply of materials(such as to avoid exceeding USACE or DEQ imposed straw matting/bales,geotextiles,booms,diapers, threshold limitations of wetland impact or cubic and other absorbent materials)needed contain yards of material removal or fill;and, spills must be maintained at the project ! construction site and deployed as necessary. IJWP-2008-479 Page 5 of 8 Enclosure 4 I i b. Impacts to wetlands and waters of the state for Emergency Response System(OERS)at a project are additive relative to the thresholds for 800.452.0311. Prior to cleanup,plans must be eligi�bility. submitted and approved by the regulatory agencies; 9) DEQ is to have site access upon reasonable request. c.When drilling is completed,attempts will be made to remove the remanung drilling fluid 10)T'his WQC is invalid if the project is operated in a &om the steeve(e.g.,by pumping)to reduce manner not consistent with the project description turbidity when the sleeve is removed;and contained in the permit application materials. d.An adequate supply of materials needed to 11)A copy of this WQC letter shall be kept on the job control erosion and/or to contain drilling fluids I site and readily available for reference by the USACE, must be maintained at the project construction � DEQ persrnmel,the contractor,and other appropriate site and deployed as necessary. 1 state and local government inspectors. 3. Utility lines through wetlands must be fitted 12)DEQ reserves the opbion to modify,amend or with trench plugs to avoid dewatering wetlands. revoke this WQC,as necessary,in the cvent new information indicates that the pmject activities are NWP 13—Bank Stabilization: having a significant adverse impact on State water �� quality or critical fish resources. 1. Ineligibility: The following streambank sta.bilization activities require individua1401 WQC �or additional conditions approved by DEQ. �� Activitv Svecific Conditions a.Bank stabilization projects in excess of 500 In addition to all conditions of the USACE permit feet. and the 401 WQC General Conditions above,the � following conditions apply to specific categories of b.Permanent placement of material in wetlands � authorized activIties. adjacent to a stabilization project. i NWP 12 Utility Lines: This WQC does not c.Placement of new vertical structures such as authorize the construction of substations or pennanent retaining walls,bulkheads,gabions or similaz access roads for utility lines in waters of the state structures;or placement of rock in constructed including wetlands. stream channel trenches where bioengineering is 1. All stream permanent or temporary crossings not a feature of the pmj ect,with the following must be made perpendiculaz to the bankline,or exceptions: nearly so,and at the nanowest,or least sensitive, portion of the wetland or riparian corridor. i.Rock as ballast to anchor or stabilize large woody debris components of an approved 2. Directionally bored stream crossings: bank treatment. a. Drilling Discharge—All discharge equiprnent, ii.Rock to fill scour holes,as necessary to drill recovery and recycling pzts,and any waste protect the integrity of the stabilization or spoiled produced,will be completely isolated, project,if the rock is limited to the depth of recovered,then recycled or disposed of to the scour hole and does not extend above the prevent entry into waters of the state. Recycling channel bed. using a tank instead of drill recovery/recycling pits is preferable; iii.Rock to construct a footing,facing,head , wall,or other protection necessary to prevent � b.In the event that drilling fluids unavoidably scouring or downcutting of or slope erosion or enter a water of the state,the equipment operator failure at, an exi.stine struchue(e.g.,culvert, must stop work,immediately initiate containment utility line,roadway or bridge support)to be Imeasures and report the spill to the Oregon repaired. � INWP-2008�79 Page 6 of 8 Enclosure 4 I i i I I i '� iv.Rock or vertical structures in projects 3. Upland disposal facilities must receive a DEQ j maintaining existing transportation related Solid Waste Letter of Authorization ar written 'istruct�es when a registered professional notice of eacemption prior to disposal taking place i engineer identifies these at the anly there. Contact DEQ Land Quality in the regional � effective method due to site specific office covering project area(800-452�011). geotechnical or hydraulic concems. NWP 33—Temporary Construction,Access,and � For proj ect meeting eligibility or an exception as Dewatering: Refer to Appendix D of DEQ's Oregon j listed above(in l.i through iv.),the applicant shall: Sediment and Erosion Control Manual,Apri1200S, �� for proper dewatering and work area isolation 2. Identify potential adverse impacts of bank techniques. Minimize general disturbance to existing ; stabilization on water quality parameters and vegetation and water quality by: � beneficial uses both upsiream and downstream of the activity site,and show how these have been 1. Using low impact equipment(e.g.,spider hoe, , avoided,minimized or mitigated. crane); i � 3. provide site design and consiruction features 2. Using e�cisting roadways,h-avel paths,and that avoid,then m;n;rru�e,then mitigate for the drilling pads; � adverse impacts of bank stabilization. Appropriate design features include us of biodegradable project 3. Clearing vegetation which must be removed materials,riparian vegetation,and woody debris. only to ground level(no grubbing); 4. When rock is necessary,it must be 4. Placing clean gravel over geotextile fabric for � '" appropriately sized for stability,clean,durable, access ways; angular,and include interstitial plantings unless the pernuttee can demonstrate that such plantings are 5. Minimizing the number of temporary stream � not practicable. crossings and locating them in the least impactful areas; 5. Provide mitigation approved by DEQ for lost or ' reduced water quality function. 6. Construction temporary crossings of riparian � areas and stream at right angles to the main � NWP 16—Return Water from Contained Upland channel; ' Disposal Areas: Return water from material lmown to contain contaminants in dissolved form at levels 7. Obliterating all temporary access roads that will which exceed chronic water quality criteria(OAR not be incorporated into the permanent structure 340-041-0033,Tables 20,33A,and 33B,see: and restoring those areas; � httn://www.deq.state.or.us/regulations/rules htm)are not certified under this 401 WQC. 8. Stablizing any exposed soil; and 1. For alt inaterials removed from wetlands and 9. Revegetating the site. � waterways during authorized acrivities which has I been detetmined to be suitable for in-water NWP-38—L7eanup of Hazardous and Toxic � � disposal,all practicable efforts to return to waters Waste: � or beneficial reuse all excess material shall be undertaken prior to disposing in upland areas. 1.Dewatering of toxic material dredged from in- � stream shall not occur over un-isolated waters of 2. Upland disposal of materials must confornn to the state. Containment of toxics laden return water existing DEQ solid waste and contaminant must be provided such that proper disposal or requirements which include an appropriately adequate treatment prior to controlled release back � located and desi�ed confined disposal facility and to waters of the state may be accomplished. � implementation of all practicable measures to prevent material discharge and unconh�olled retum � water discharge to waterways and wetlands. NWP-2008-479 Page 7 of 8 Enclosure 4 � i � I2. Upland disposal facilities must receive a DEQ ' Solid Waste Letter of Authorization or written notice of exemption prior to disposal taldng place ' there. Contact DEQ Land Quality in the regional office covering project azea(800-452-4011). NWP 41—Reshaping E�sting Drainage Ditches: ' The linear threshold for reshaping drainage ditches under any NWP is 500 feet. All projects ezceeding , the SOQ feet threshold reqnire individual 401 WQC or additional conditions approved by DEQ. For projects within the 500 feetthreshold,the applicant ishall: ' 1. Work&om only one bank in order to minimize disturbance to existing vegetation,preferably the ' bank with the least existing vegetation; 2. Preserve the existing vegetation to the maxirnum extent practicable; ' 3. Establish in-stream and riparian vegetation or reshaped channels and side channels wherever ' � practicable. Such plantings shall be targeted to I address water quality parameters(e.g.,provide � shade to water to reduce temperature or provide � bank stability through root systetns to limit ' � sediment inputs). Planting opfions include clustering or vegetating only one side of a channel, preferably the side which provides maximum ' shade. , 1 � ' ' ' ' NWP=2008-479 Page 8 of 8 Enclosure 4 ' I , . �. Y� On Department of State Lands �z � 11 1645 NE Forbes Rd.,Suite 112 v Bend,OR 97701 • Theodore R Kulongosld,Govemor ��e s e (541)388-6112 FAX(541)388-6480 � www.oregonstatelands.us. � August 12,2008 _ � State Land Board Oregon Department of Transportation �rheodore R.Kulongoski Attn: Claire Carder Go�emor 123 NW Flanders Bill Bradbury Portland, OR 97219 5ecretary of State RE: General Author�zation for Streambank Stabilization rt�►da11 Edwards DSL Application Number 41125-GA state Treasurer T. 2S, R. 1W, Section 12AA, Tax Lot 1000, Tigard, Washington County Dear Ms. Carder. On July 21, 2008, we received your complete application to conduct removal or filling in Ball Creek for streambank stabilization purposes. Based on our review of your application, and comments provided by interested resource agenaes,we authorize the ° project, subject to the conditions outlined in OAR 141-089-0155 (enclosed) and to the following additional condition: ; : Fill and removal activities in Ball Creek shall be conduated betwesn July 15 and September 30, unless otherv+rise coordinated wiff�the Oregon Department of Fish and Wildlife and approved in writing by the Oregan Depactment of State Lands. This authorization permits only the work described in the application. Please notify this office when the work is complete. If additional work needs to be done in the future, a new application must be submitted. �. . This authorizafion expires when the work identified in the application is completed. The work must be completed by January 1, 2012. Please be aware that this authorization is not a land�use approval. You must also receive authorization,when required, frorn the locat planning department and the U.S.Army Corps of Engineers before beginning construction. 1f you have any questions regarding this authorization or its conditions, please contact Nicole Navas at(541) 388-6236: Si re , Eric etz Eastem Region Manager Wetlands and Waterways Canservation Division Oregon Department of State Lands � Enclosure I ' cc: Dominic Yballe, Corps of Engineers i �a �, �. . I I I I I COMPLIANCE CERTIFICAT'ION IU.S.Army Corps of Engineers � Regulatory Branch � CENWP-OD-GC 333 SW First Avenue,P.O.Box 2946 Portland, Oregon 97208-2946 f 1.Perm.ittee Name: 2. Corps Peimit No: i � 3. Coros Contact: i I4.Type of Activity: i I i Please sign and return form to the address above: I � i � y I hereby certify that the work authorized the above referenced permit has been completed ' in accordance with the terms and conditions of said permit and that required mitigation is ' completed in accordance with the permit conditions,except as described below. � i � 1 Signature of Permittee Date I I � � ; i i � i i i I � . � i Corps No. NWP-2008-474 Page 1 of 1 Enclosure(5) I i � � �, � General Authorization for Streambank Stabilization � i � 141-089-0135 Purpose and Applicability (1)This rule sets forth conditions under which an applicant may, without an individual � removal-fill permit, place or remove material within waters of the state, except estuaries and the Pacific Ocean, for streambank stabilization. " (2)A letter of authorization from the Department is required prior to any person � � commencing an activity authorized by this general authorization. The term and i' conditions of issuance shall be stated in the letter of authorization. The term shall not exceed the expiration date of this general authorization. A letter of authorization is transferable to another person in accordance with OAR 141-085-0034. { ' (3)This general authorization is made pursuant to ORS 196.850 and is based upon the ; determination that the authorized activities are similar in nature and when conducted in ! ; accordance with this general authorization rule will not result in long term harm to water ! resources of the state, and will cause only minimal individual and cumulative j i environmental impacts. i (4)This general authorization does not apply to activities or waters exempt from the � _�' removal-fill law as described in OAR 141-085-0015 and -0020. ; ! (5) Other structures, uses or activities included in any application for this general � authorization that are subject to another general authorization under OAR 141-489 or ; �I� individual permit under OAR 141-085 will not be authorized or covered by this general i authorization. An application encompassing multiple activities must be processed as an `: individual removal-fill permit under OAR 141-085. ' i' (6) Unless otherwise specified, the terms used in this general authorization are de�ned , in OAR 141-085-0010. ,' (7) Activities and/or projects, which qualify for this general authorization, are exempt ; ;' from removal-fill permit fees as described in OAR 141-085-0064. ; (8) In the event a dispute arises as to the applicability of this general authorization to ; any project application, the Department shall make the final determination. The � :.,' Department shall rely upon the applicant's project application and supporting � documentation for its decision. ; Stat. Auth.: ORS 196.850 I' Stats. Implemented: ORS 196.800- 196.990 I � 141-089-0140 . Eligibility Requirements; Ineligible Projects i ' (1) In order to issue a letter of authorization the Department shall determine that the � project is eligible and meets the applicable mandatory requirements as described in this i ;' rule. To be eligible a project must: ; .� (a) Be an active erosion area. ! ; (b) Involve not more than one thousand (1,OQ0)cubic yards of material placed in a one- � quarter mile reach of waters of the state for a single project or more than finro thousand ; � (2,000) cubic yards for multiple-related projects within a subbasin. � (2)A project is not eligible for this general authorization if: i j' (a}The project is not for streambank stabilization; (b) The project area is not currently subject to active erosivn; I (c)The project application includes any structure, use or activity subject to another �, general authorization under OAR 141-089 or individual permits under OAR 141-085; � g , , ��' w (d) The project includes channel relocation and gravel bar alteration; 4 ' (e)The project consists entirely of structural streambank stabilization methods (e.g. ; , � riprap, bulkheads); � � (�The project involves fill in wetlands exceeding 0.2 (finro-tenths) acres; or , i (g)The project fails to meet any eligibility or mandatory requirements. � � Stat. Auth.: ORS 196.850 � Stats. Implemented: ORS 196.800- 196.990 � , � � � 141-089-0145 Mandatory Requirements � •+ The Department shall review each application to ensure that a project complies with the f t ; following mandatory standards: � ! (1)Where revetments, riprap and/or any other structural techniques are unavoidable, � � they shall be used in combination with nonstructural approaches to streambank � , � stabilization. � j (2) Nonstructural approaches such as slope pull-back, willow mats, rock barbs, � revegetation with native plant species, log and boulder deflectors, shall be used to the � i maximum extent possible and where technically feasible. ' (3) Only clean, durable rock shall be used as riprap. Riprap used for the toe material � : shall be placed in an irregular pattem using large boulders or rock clusters. ! ' i (4) No material shall be removed in excess of the amount required to construct a toe � i trench, key material to the bank, or slope the bank. � �:` w (�)�If the project is within a State Scenic Waterway, a scenic waterway removal-fill ' ' i permit must have been obtained from the Department(unless otherwise exempt) in t j accordance with OAR 141-100. � (6) No material shall be placed in excess of the minimum needed to stabilize the area � ' subject to active erosion. � � Stat. Auth.: ORS 196.850 � � Stats. Implemented: ORS 196.800- 196.990 ; ' � � f 141-089-0150 Application Requirements; Public Notice; Review Process ' � (1)An application for general authorization unde�this n,ile shall be submitted on an � application form available from the Department. A complete application is one that contains all the information required in the application packet provided by the Depa�tment. ' (2)The Department shall notify the applicant within fifteen (15)calendar days of receipt f of the application if the application is incomplete; otherwise the application will be � considered complete. If the application is deemed incomplete, the Department shall € , � notify the applicant, retum the application and identify the missing, inaccurate or � � insufficient information. The Department will not continue to process an incomplete � j application. To re-initiate the application review process the applicant may submit an i ' � amended application at any tirne within twelve (12) months of the original application � date. The applicant must resubmit an entire amended application for reconsideration, • ' unless instructed by the Department to do otherwise. Submission of an amended ' application commences a new review period. (3) Once the application is deemed complete, the Department shall provide notice of the application to the adjacent property owners, the local planning department, the local Soil ' and Water Conservation District, the Oregon Department of Fish and Wildlife, the Oregon Department of Environmental Quality, the Oregon Department of Land Conservation and Development, affected Tribal govemment, the State Historic , � 9 � � � I ; ,� � � � Preservation Office, the Oregon Water Resources Department, U.S. Army Corps of � Engineers, U.S. Fish and Wildlife Service and National Marine Fisheries Service. ; Diking and drainage districts shall also be notified as applicable. If the project is on a � federally designated Wild and Scenic River, the Department shall provide notice to the appropriate U.S. Forest Service or Bureau of Land Management o�ce. i (4) The Department shall consider comments received with fifteen (15) calendar days of ' the notice date. In the event a party fails to comment within the (15) calendar day period,the Department shall assume the party has no objection to the application. (5)The Department may waive or shorten the comment period described in (4)above � upon a showing by the applicant in the application that the interested parties listed in (3) have previously reviewed and approved the project. (6) Following the comment period and not more than forty(40) calendar days from the receipt of an application, the Department will determine if the project meets the eligibility and mandatory requirements set out in this general authorization and do one of the following: :i (a)Approve the application and issue a letter of authorization to the applicant; (b)Approve the application and issue a letter of authorization, with project specific conditions, to the applicant; or ' (c) Deny the application and notify the applicant. If the Department determines that the proposed project is ineligible or otherwise does not qualify for the general authorization, the applicant may submit the project for .� processing and review as an individual removal-fill permit as provided in OAR 141-085. - {7j-The Department may require an individua! r�moval-fill permit for a project that would ; otherwise be authorized by this general authorization, if the Department determines that � the activity might cause more than minimal individual or cumulative environmental f impacts or might result in long-term harm to the water resources of the state. The � Department may also require an individual removal-fill permit if requested to do so by i the Oregon Department of Fish and Wildlife, the Oregon Department of Environmental i Quality or the affected local land use planning department. � Stat. Auth.: ORS 196.850 I Stats. Implemented: ORS 196.800- 196.990 i '� 141-089-0155 Conditions of Issuance of General Authorization � All holders of a letter of authorization(authorization holder) shall adhere to the � conditions of the general authorization. I (1) The authorization holder shall conduct all work in compliance with the � comprehensive plan, zoning requirements or other local, s#ate, or federal regulations � pertaining to the project. Local land use planning department approval shall be obtained if the p�oject is located within a Federal Emergency Management Agency designated � floodway. All other necessary approvals and permits shall be obtained before � commencing with the authorized project. All necessary approvals and permits shall be obtained before commencing the project under this general authorization. (2)The authorization holder shall obtain all necessary access permits or rights-of-way prior to entering lands owned by another for the purposes of completing a project authorized under this general authorization. (3)The authorization holder shall conduct the activity during the time period recommended by the Oregon Department of Fish and Wildlife, unless after consultation with ODFW. a waiver is granted by Department for a longer or altemative time period. (4)The authorization holder shall ensure that the activity will not interfere with fish passage, as required by the Oregon Department of Fish and Wildlife. ]0 � � ; (5)When listed species are present, the authorization holder shall comply with the state � anci Federal Endangered Species Acts. If previously unknown listed species are � i encountered during the project, the authorization holder shall contact the Department as soon as possible. I {6)The authorization holder shall not disturb or destroy known archeological sites ! unless authorized under a permit issued by the State Historic Preservation Office. When previously unknown occurrences of archeological sites are discovered during � construction, the authorization holder shall immediately cease work at the discovery site � and contact the Depa�tment. ; (7)The authorization holder shall ensure that the authorized work does not unreasonably interFere with or create a hazard to recreational navigation. (8)The authorization holder shall ensure that woody vegetation removal is limited to the � minimum amount needed to complete the project including construction access and keying in of structures. � (9)The authorization holder shall ensure that areas disturbed in the course of � completing the authorized work are revegetated with the same mix of native herbs, f shrubs and/or trees in approximately the same numeric proportion as were remoyed ; from the site, unless otherwise approved by the Department, except that grass seed � mixes of exotics certified free of noxious weeds that will hold the soil and not persist are ' permitted. ; (10)The authorization holder shall ensure that no petroleum products, chemicals or � deleterious materials are allowed to enter the waters of the state. � ° ('i1}The authorized work shall not cause turbidity of affected-waters to exceed natural � background turbidity by more than 10 percent, as measured 100 feet downstream from � the work area. � ; (a) If all appropriate erosion/turbidity control measures, as described in the ODEQ i' Erosion and Sediment Control Manual (April 2005), are in place and functioning properly then this standard may be exceeded, in each 24hour period,for only: � (A) One 2-hour period in fast moving water(>2% slope). � (B) One 4-hour period in slow moving water(<2% slope). t { (b)Turbidity shall be monitored at least 100 feet up current of work area to obtain a �� natural background level and 100 feet down current of work area, in the visible plume if � one is present, unless otherwise approved by DSL after consulting with DEQ. A turbidimeter is recommended for measuring; however, visual gauging is acceptable. If a � turbidimeter is not used, turbidity that is visible over background at a distance of 100 feet down current of the work area is considered an exceedance of the standard. (c) Compliance monitoring shall take place during daylight hours each day of in-water activity every 2 hours in fast moving waters and every 4 hours in slow moving waters. A written record of monitoring shall be kept. (d) If the levels of turbidity are elevated at the time of the first compliance-monitoring p interval, all practicable erosion control measures should be implemented ta reduce the � � levels of turbidity. If the levels of turbidity are in exceedance during the second � � monitoring interval, the activity causing the elevated levels of turbidity must cease until � � the levels of turbidity retum to background. � � (12)The authorization holder shall ensure that all applicable Department of ; Environmental Quality water quality requirements are adhered to and permits and � i certifications are obtained prior to commencing construction activities. i (13) If a 4Q1 Water Quality Certification (WQC) is issued by DEQ in conjunction with a j US Army Corps of Engineers 404 permit for the same project, the turbidity condition in f ! the 401 WQC will replace the above listed turbidity language (a copy of the 401 Water � Quality Certification shall be retained on site). _ 11 ' � I `, � (14)The authorization holder shall ensure that all structures are placed in a manner that daes nof increase the upland surface area. (15}The authorization holder shall ensure that ail structures are constructed using � equipment operating outside the waterway or wetland unless otherwise approved by the Department as a part of the project plan. (16)The authorization holder shall keep a copy of the letter of autharization available at the work site whenever the activity is being conducted. (17) Employees of the Department and all duly authorized representatives shall be ; permitted access to the project area at all reasonable times for the purpose of inspecting work performed under this authorization. (18)The Department makes no representation regarding the quality or adequacy of the project design, materials, construction, or maintenance, except to approve the project's � design and materials as satisfying the resource protection, scenic, safety, recreativn, and public access requirements of ORS Chapters 196 and related administrative rules. (19)The State of Oregon, and its officers, agents, and employees shall be held � harmless from any claim, suit, or action for property damage or personal injury or death arising out of the design, material, construction, or maintenance of the permitted improvements. (20)The Department may add other project-specific conditions to the letter of authorization as necessary to meet the requirements of the general authorization. Such additional conditions may be needed to ensure that the project will cause only minimal i individual and cumulative environmental impacts and will not result in long term harm to � water resources of the state. - (21)The Department may, at any time, by notice to affected authorization holders ; revoke or modify any letter of authorization granted under this general authorization if it determines the conditions of the general authorization are insufficient to minimize individual or cumulative environmental impacts. � (22) The authorization holder is responsible for the activities of all contractors or other operators involved in project work covered by the letter of authorization. Stat. Auth.: ORS 196.850 � � Stats. Implemented: ORS 196.800- 196.990 ; 141-089-0160 ' Vlolation of General Authorization; Enforcement Violations of the terms and conditions of any general authorization are subject to � administrative and/or legal action, which may result in revocation of the authorization. The authorization holder is responsible for the activities of all contractors or other operators involved in work done at the site or under the authorization. � � Stat. Auth.: ORS 196.850 Stats. Implemented: ORS 196.800- 196.990 � 141-089-0165 ! Appeals; Expiration; Review of General Authorization � (1)An applicant whose application for the general authorization is determined by the � i Department to be ineligible or otherwise not qualified for this general authorization may obtain an informal review of the Department's decision through the altemative dispute resolution process resolution process described in OAR 141-085-0075. However, this � is only opportunity to review the Department's decision and does not give the person a right to a contested case hearing. ; 12 i s I i � (2) This general authorization shall be reviewed by the Department on or before � January 1, 2011, at which time it shall be modified, reissued or rescinded. The review ; will include public notice and opportunity for public hearing. An approval issued prior to � f expiration of this General Authorization shall remain in effect until January 1, 2012. ! (3)Any activities authorized by a letter of authorization issued prior to January 1, 2006 are authorized until the activity is completed or until January 1, 2012, whichever comes � first. A!I conditions of issuance continue to be in force. Activities authorized by this � General Authorization that are not completed by January 1, 2012, shall require the ? submittal of a new application in order to complete the proposed activities. However, a ( one time 90 day extension will be allowed by the Department, if the applicant provides ! the Department with a written Notice that states that the activities authorized by this � General Authorization will be completed within 90 days of January 1, 2012. The � Department shall acknowledge and approve in writing the one time 90 day extension. ; Stat. Auth.: ORS 196.850 ` Stats. Imptemented: ORS 196.800- 196.990 ' i i I � � � � � -° - � I � I � � � � I I •I � � ! � � � 1 ! � � � � � � � ' 13 [ , E I VICINITY MAP �. ..T-- NoAh ins � � �. . . � ' � _ . �'.� �213� . } -. - +. � � 4 ' • Maywu R HBisboro � uF a .y !� "''� �� west Grove Wood vllage N _ r • , . _ �� - � � �� Canelius � Gresha� -� � �� Beaverlo� e� �„�« �- g�.� aro tiplwaukie ppyVaMeyamasw�� _ � C� � � �. . � ; I �219� King ty am e�Jahns Cily �2� � GIaAs ne stlin� ��11! 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G�o° •'' Parking Lot ,� I 93-095994 .�" � ri• eoo ,i�, -�"� GERBER BLADES � �' � ..�� / � � .�'� Asgard,L.L.C. ` R' II -'� 96-090137 Q o I .i" r�+ 300 � � i: �z"�' I � OREGON DEPARTIIENT OF TRANSPORTATION I .i,. i, .�� 60 30 0 60 120 - 180 ��Ep PROFff p�t-�� .�'� FEET �� INf Jjo � �N F,p yq BALL CHEEK STflEAN BIINK STABILIZRTION � iB.BN �- PACIFIC HIGMNAY � w�sNi�c*a�cou+rr ORECON ,� ne.b.ea By e��°owwa Oaeq�roa By-Fe��*r^ ��y9'1' g Zp�,`�2 p,a��so er t�io��e c..k.� qRO P E O� -- �c, tt�■ �H RENEWAL DATE:12-31-2009 F eAODOT �)A �AvP� o j e�.t s\pR21 7 �� I I Cr eel. G2� ber �06 � �1�)I)vDes i q��AB�� I I Cr F I oCCi Rev I 1 o dc�r�� ; ; �efau I i `�/�3/�00�3 1 i) e 7(� e 1 h l�ti1 I�w�,�ehl�v �o��3h�� I _ VEGETA TED GEOWRA P Dead Stout Stakes: Secure Turf Reinfo�cing Mot Turf Reinforcing Mot E�oded Streombank � Coi r L og , �'� Backed w�th compoct soi l � '� laye�, luse compacted��"-0 below low flow stream e/evation� � ��, �1' thi ck (typ) �� r�-%� L ive Branch Cuttings � � t ��- �� i/ •� `� : �� OHWL o� Bankfull Z � _ _ - ,-- a , ,� L ow Flow Streamflow �` ` �� Stream bottom -:`:� �'� � �� .�::�. /% .�.� �-:€�='-'^ >. � 4 - 6 feet a Note: Rooted or leofed condit�on of plant material � �s not represen tati ve of �ts condition at plonting or �nstollotion � N �/AW Es -��FQLl6 Zal-l�.(�4Z�R7dr� K�j'�,s aN �+�-T'��l-� . _ �'�.1L��Af�t-�1NG 'PE'� tic�'�+ES � , ' _vf.c�"�'�Xi't� �.lm+ F4Y�Pbs�ED ' Ar�E�+v�o So��-Prc.R �o�rc.s �i^i� . '`%/�:` ; _!_,► 5��.n�,K� a�K�-s � �uu l4 TJKTN� I , UND�(C�t�,D �� , �� daL ` � �te►�`i�' � , . . '��i..oxJ/V�/A-[#�.TAb�'� �/ � �� ►E- -' _ / �� .� �� l/ o � . i �`\�� y� . /�%/� \� °�� lf�` • �. v�� ` '�i � RaaC F��- wrru G,'�T�Tt�f�- � �. �� ' TY�A CA L P�.A+�1N G� �iprl �•1y•o$ �(�. C�N A � ti V = LAND USE PROPOSAL DESCRIPTI4N � � . 120 DAYS = 1/8/2009 FILE NOS.: SENSITIVE LANDS REVIEW (SLR) 2008-00006 TR�:L; 1�:�iOV1�L Pl;l�'�II'1'S ('1'Rl:) 2008-00003, 2008-00004, 2008-00005, 2008-00006, 2008-00007 & 2008-00008 FILE TITLE: ODOT BALL CREEK STREAMBANK STABILIZATION APPLICANT/ Oregon Department of Transportation (OD01� OWNER: c/o Sam Hunaidi 6000 SW Raab Road Portland, OR 97221 REQUEST: The applicant is requesting Sensiu��e Lands Review approval to construct a streambank stabilizauon project to re�lace an earlier emergency repair along an appro�nately 100-foot secrion of Ball Creek. In addinon, the applicant requests approval for s�.� Tree Removal Permits to remove six trees within the project area in the draingeway of Ball Creek. LOCATION: OD07' right-of-way ad�acent to the Gerber Blades parcel located at Washington County Tax Map 2S112Ar�,Tax Lot 003�0. COMP PLAN/ ZONE: I-H: Hea�-�� Industrial District. The I-H zoning district provides appropriate locations for intensive industrial uses including industrial senrice, manufacturing and production, research and development,warehousing and freight moaement, railroad yards, waste-related and wholesale sales actieities. Acn�riries in the I-H zone include those which im�oli�e the use of raw materials, require si�,mificant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics, I-H zoned property has been carefully located to muumize impacts on established residential, commercial and li�ht industrial areas. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.530, 18.775 and 1 H790. DECISION MAKING BODY BELOW: ❑ T'YPE I � TYPE II ❑ TYPE III ❑ TYPE IV DATE COMMENTS WERE SENT: SEPTEMBER 12,2008 DATE COMMENTS DUE: SEPTEMBER 26,2008 [HEARINGS OFFICER MON.) DC1TE OF� HI�IRING: TI1�IE: 7:00 PM [PL�INNING COI�7'vIISSION MON.) Dr�TE OF HEr�RING: TI1�iE: 7:00 PM [CITY COL�NCIL TUES.) DATE Of� HEARING: TINiE: 7:30 PM �STr,FF DECISION TENTATIVE Dr1TE (�F DECISION: SEPTEMBER 15,2008 COMPONENTS RELATED TO THE PROJECI'AVAILABLE FOR VIEWING IN THE PLANNING DIVISION �VICINITY��P � 1�R�'�n'CORP. OF F.NG. PERIVIIT DSL PERMIT �SITE PL.��N � IMP:1C"I"S'I't'D�' � STORM REPORT �N�RRI�TI�'E � ARBOKISTRI�:P(�RT � PL�NS STAFF CONTACT: Gaty Pagenstecher,Associate Planner (503) 718-2434 CORRESPONDENCE Gary Pagenstecher ' From: HUNAIDI Sam H [Sam.H.HUNAIDI@odot.state.or.us] Sent: Thursday, September 11, 2008 3:30 PM To: Dick Bewersdorff Cc: Ron Bunch; Gary Pagenstecher; DANIELSON Marah B; KROOP Ronatd H Subject: RE: Ball Creek Streambank Stabilization Emergency project Attachments: Cover letter for final application.doc I wouid like to start by thanking everyone that participated into expediting the permit process for the"Ball Creek Streambank Stabilization Project", in specific Gary Pagenstecher(Associate Planner}; Gary did an excellent job assisting ODOT to follow and navigate through the permitting process in order for us to meet the City codes and guidelines. As a result of the December 2007 storms that caused Ball Creek to start eroding the eastern bank at the project site, threatening the retaining wall of the I-5/0R 217 on-ramp. To prevent a slide from closing the on-ramp, in January 2008, ODOT conducted an emergency repair which consisted of placing large rocks and rip-rap that encompassed the failed slope. The emergency repair was intended to be a temporary fix until a more permanent solution could be put in place to stabilize the slope. Because the emergency repair was intended to be temporary, ODOT is concerned that the temporary materials will not hold through another wet winter season which could result in further erosion sliding onto the I-5/OR 217 on-ramp. This facility is crucial to interstate freight mobility and the traveling public. ODOT has designed a project to stabilize the slope bank with a more permanent environmentally sound vegetated solution that will promote bank stability, minimize erosion, and maintain and enhance water quality consistent with all the agencies. We previously requested an exemption under City Code 18.775.020 C; response to public emergencies, including emergency repairs to puhlic facilities and stream and wetlands restoration and enhancement programs to allow our project to stabilize the stream bank on Ball Creek to be completed within the in water work period ending September 30, 2008. If we start on Monday September 15th, 2008, we only have 16 calendar days to complete the project within the in-water work period, everyday counts. In order for us to complete the work by the September 30`h deadline, we must start on Monday September 15th, 2008. If ODOT is not able to complete this repair before this deadline,there is the risk that the existing temporary fix will not remain stable and a slide will force closure of the I-5/OR 217 onramp. In order to best protect the safety of the traveling public. If you have any further questions or need any additional information, please contact me at your earliest convenience. Thanks, Sam H. Hunaidi Assistant District Manager Tel#: (503)229-5002 Fax#: (503)297-6058 ODOT- District 2A 6000 SW Raab Rd. Portland, OR 97221 mailto:Sam.H.Hunaidr@odot.state.or.us Web Site: httn://www.odot.state.or.us/ From: DANIELSON Marah B Sent: Thursday, September li, 2008 2:22 PM To: Dick BewersdorFf Cc: HUNAIDI Sam H; Ron Bunch; Gary Pagenstecher Subject: FW: Ball Creek Stabilization Hi Dick, Please see email from Gary below stating that he has everything he needs to issue the permit on Monday. I have not been able to reach Sam to provide you with his cover letter explaining the emergency but I have attached the draft letter I prepared for him. Every hour we wait we risk not being able to complete this project within the in water work period and i � 1 y Patty Lunsford From: Dick Bewersdorff Sent: Thursday, September 11, 2008 4:35 PM To: Patty Lunsford Subject: FW: Ball Creek Stabilization fyi From: Dick Bewersdorff Sent: Thursday, September 11, 2008 2:50 PM To: 'DANIELSON Marah B' Cc: HUNAIDI Sam H; Ron Bunch; Gary Pagenstecher Subject: RE: Ball Creek Stabilization T11:inks �.�l�ir�h: Based on the attached draft letter in your email of September 11, 2008, consider this email as approval for the emergency repair with the proviso that the City Sensitive Lands permit application be completed with the notification and comment period and written decision. ODOT wiil be responsible for any issues that occur through that process. You may begin work on Monday September 15, 2008 with the understanding that any legal or other issues related to the work will be fully the responsibility of ODOT. Dick Bewersdorff vl;�nning Mana{;er From: DANIELSON Marah B [mailto:Marah.B.DANIELSON@odot.state,or.us] Sent: Thursday, September 11, 2008 2:22 PM To: Dick Bewersdorff Cc: HUNAIDI Sam H; Ron Bunch; Gary Pagenstecher Subject: FW: Ball Creek Stabilization Hi Dick, Please see email from Gary below stating that he has everything he needs to issue the permit on Monday. I have not been able to reach Sam to provide you with his cover letter explaining the emergency but I have attached the draft letter I prepared for him. Every hour we wait we risk not being able to complete this project within the in water work period and the weather turning wet which could make the project more difficult. As we have received permits from Clean Water Services, Department of State Lands, the Amy Core of Engineers, held a neighborhood meeting and submitted all documents to the City for the Sensitive Lands Permit, ODOT has demonstrated that our project is consistent with the purpose of the City's Sensitive Lands Permit and shouid be able to move forward with our public emergency project. Sam, please send Dick your letter explaining the nature of the emergency submitted with the application. Thanks. M4rah Dnnielson Senior Planner ODOT Region 1 Planning (503)731-8258 fax (503)731-8259 -----Original Message----- From: HUNAIDI Sam H � S�nt: Th.ursday, September 11, 2008 6:OR AM To: DANIELSON Marah B Subject: FW: Ball Creek Stabilization Marah, This is the email that I got from Gary. As discussed yesterday, I appreciate any help you can provide to expedite the permit prior to Monday. Thanks, SH From: Gary Pagenstecher [mailto:Garyp@tigard-or.gov] Sent: Wednesday, September 10, 2008 5:17 PM To: HUNAIDI Sam H Subject: RE: Ball Creek Stabilization S<;m, Thank you for the revised narrative. The permit should be available on Monday afternoon. I'll call you and fax the permit when it is available. Gary From: HUNAIDI Sam H [mailto:Sam.H.HUNAIDI@odot.state.or.us] Sent: Wednesday, September 10, 2008 4:53 PM To: Gary Pagenstecher Subject: RE: Ball Creek Stabilization Importance: High Gary, I am attaching an addendum for the Sensitive land requirement that includes the tree removal based on TDC 18.790.050 Tree Removal Permit Applicability (Revised). Please issue the permit ASAP. Please confirm that you received the document. If you have any further comments, please call me. thanks, Sam Hunaidi From: Gary Pagenstecher [mailto:Garyp@tigard-or.gov] Sent: Wednesday, September 10, 2008 12:11 PM To: HUNAIDI Sam H Subject: RE: Ball Creek Stabilization ye<, From: HUNAIDI Sam H [mailto:Sam.H.HUNAIDI@odot.state.or.us] Sent: Wednesday, September 10, 2008 11:52 AM To: Gary Pagenstecher Subject: RE: Ball Creek Stabilization Hi again, I am assuming that you are referring to TDC 18.790.050, not 19.790.050 as shown below...??!! Thanks, SH 2 From: C�ary Pagenstecher [mailto:GarypCo�*��ard-or.gov] Sent: Wednesday, September 10, 2008 1 AM To: HUNAIDI Sam H Subject: RE: Ball Creek Stabilization Slfll, As requested in my incompleteness letter below,I need findings for the 19.790.050, not .030. Please email an amendment to your narrative we can irisert in the applications which addresses the criteria identified. Thank you, Gary Tree Removal Permits:As indicated in y�ur CWS Service Provider Letter, approximately 11 to 15 trees are proposed to be removed from the draingeway. Tree removal from sensitive lands requires a tree removal pernzit for each tree pursuant to TDC 18.790.050 (enclosed). Please amend yr�ur narrative to address these standards and submit the required fee ($186 x .5 x number of trees >6" DBI�. From: HUNAIDI Sam H [mailto:Sam.H.HUNAIDI@odot.state.or.us] Sent: Monday, September 08, 2008 8:50 AM To: Gary Pagenstecher Subject: Ball Creek Stabilization Gary, I revised the plan (attached)to include the parcel boundaries, I will label it base on the attached tax lot map, including ODOT's Right-of-Way line. I will also label the trees > 6" DBH. I hope this will work. Thanks, Sam Hunaidi From: HUNAIDI Sam H [mailto:Sam.H.HUNAIDI@odot.state.or.us] Sent: Wednesday, August 27, 2008 12:26 PM To: Gary Pagenstecher Cc: CARDER Claire S Subject: Ball Creek Stabilization Hi Gary, The purpose of this email to give you an update regarding CWS permit, I learned today that the clearance from CWS may arrive Friday or next Tuesday. With that in mind, I will provide you with a copy of the permit as soon as I receive it. If you have any further questions, please call me. Thanks, SH From: CARDER Claire S Sent: Monday, July 21, 2008 12:56 PM To: HUNAIDI Sam H Subject: FW: Creek Stabilization Here is the Type 2 Application form for the City of Tigard. Claire 3 � � From: Gary Pagenstecher [mailto:Garyp@tigard-or.gov] Sent: Monday, July 21, 2008 10:44 AM To: CARDER Claire 5 Cc: Shirley Treat Subject: Creek Stabilization Claire, As our note on yourjoint permit application states, a Type II Sensitive Lands Review is required within drainageways when greater than 50 cy disturbance is planned. Please find the pre-application conference application attached. Shirley Treat (718- 2451) can process the application and schedule the conference at the earliest possible date.A CWS SPL and a neighborhood meeting are required application materials for the Type II review. Call if you have any questions. Gary Gary Pagenstecher Associate Planner City of Tigard Community Development 13125 SW Hall Blvd. Tigard OR 97223 503-718-2434 garyp@tigard-or.gov a G•egon Oeparm,enr d Trar�spwrstlon �� TRANSMITTAL LETTER PROJECT NAME '.. � = � .• CONTRACT N0. Ball Creek , ATTENTION y, "'' DATE Gary Pagenstecher September 9,2008 REGARDING ' Ball Creek Streambank Stabilization Project ",°..'• � � ;` ____ _ _ _ _ _.... . _ .._ _. ._ _... .. ___ _... ___ _. T0: City of Tigard FROM: ', Sam Hunaidi Attn: Gary Pagenstecher , 6000 SW Raab Rd. 13125 SW Hall Blvd ' Portland, OR 97221 Tigard, OR 97223 ' 503-229-5002 _ __ _ _ _ _ _ ; WE ARE SENDING YOU: ❑x ATTACHED ❑ UNDER SEPARATE COVER VIA: THE FOLLOWING: ❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ CHANGE ORDER ❑x OTHER INFORMATION PACKET FOR BALL CREEK COPIES DESCRIPTION STATUS 11 FULL SET INFORMATION PACKETS REGARDING BALL CREEK STREAMBANK STABILIZATION PROJECT. (INCLUDING TREE REMOVAL PERMITS,CWS PROVIDER LETTER,EXISTING CONDITIONS,AND SITE PLANS). 3 24 X 36 PLANS 1 8.5 X 11 PLANS 2 SETS OF PREADDRESSED,STAMPED, NUMBER 10 ENVELOPES. 1 $558.00 FEE THESE ARE SENT FOR THE PURPOSE CHECKED BELOW: PLEASE DO THE FOLLOWING STATUS ❑ FOR APPROVAL ❑x FOR YOUR USE ❑ VERIFY ALL DIMENSIONS A-APPROVED AS ❑ CORRECT AND RESUBMIT SUBMITTED ❑ AS REQUESTED � FOR REVIEW AND APPROVAL ❑ SIGN AND RETURN B-APPROVED AS ❑ RETURN APPROVED COPIES NOTED 0 PLEASE RETURN BY SEPTEMBER 10,2008 ❑ PREPARE SHOP DRAWINGS AND C- NOT APPROVED ❑SUBMIT COPIES REVISE AND ❑ RETURNED AFfER LOAN TO US RESUBMIT D- REVIEWED AND REMARKS: ACCEPTABLE YOUR IMMEDIATE ACTIONS ARE HIGHLY APPRECIATED. COPY T0: SIGNATURE .�✓ SAM HUNAIDI City of Tigard, Oregon 13125 SW Hall Blvd. • T�g�. , OR 97223 �� ..- ' , � September 10, 2008 Sam Hunaidi ODO'I' 6000 SW Raab Road Pordand, O1Z 97221 RE: Completeness Review- ODOT Ball Creek Restoration, Case File No. SLR2008-00006 Dear Mr. Hunaidi: The City received your supplemental application materials for Site Development Review (SLR2008-00006) on September 9, 2008. Staff has completed a preluninary review of the submittal materials and has determined that your application is complete. Given the emergency nature of the Ball Creek restoration action, with the in-water work window ending September 30, 2008, the City will issue notice of land use review followed by a decision as soon as possible. If you have any questions regarding this letter or your application,please don't hesitate to contact me at 503-718-2434. Sincerely, � i ,.,a� � ,..�) LL r ��!� /� �'�/ _- .`� ' / `, `. '..�,,,� .`. j / �Ir , Gary Pagenstecher Associate Planner Phone: 503.639.4171 . Fax: 503.684.7297 . www.tigard-or.gov . TTY Relay: 503.684.2772 City of 7'igard, Oregon 13125 SW Hall Blvd. • Tigarct, OR 97223 September 5, 2008 �� ::`ti=:°:. Sam Hunaidi �� ODOT ��°� ``� � ��s�:. � � 6000 SW Raab Road � , Pordand, OR 97221 �;_ , _�:. ��,r_.._ . RE: Completeness Review- ODOT Ball Creek Restoration, Case File No. SLR2008-00006 Dear MY. Hunaidi: The City received part of your application mateYials for Site Development Review (SDR2008-00006) on August 21, 2008. The Clean Water Services Provider Letter for your applicarion was received today, which allows us to process your application. Staff has completed a preliinuiary review of the submittal materials and has determined that the following information is requixed to complete your application: 1. Tree Removal Permits: As indicated in your CWS Service PYOVider Letter, appro�nately 11 to 15 trees are proposed to be removed from the draingeway. Tree Yemoval fxom sensitive lands requires a tree removal permit for each tree pursuant to TDC 18.790.050 (enclosed). Please amend your narrative to address these standards and submit the required fee ($186 x S x number of trees > 6" DBH). 2. Exiting Conditions/Site Plan: Your application included a "Plan" (Sheet GH). Please review the information requirements for preparing an E�sting Conditions Map (enclosed). At minimum, add the paYCel boundaries of paYCels adjacent to the project area, trees > 6" DBH, and location of e�sting right-of-ways. 3. A��lication Co�ies: Submit eleven (11) full set, collated, and bound copies of your application materials (plan sets may be printed at 8 '/z" x 11" or 11" x 17" size if legible, as long as you include three (3) copies of large set plans) and one (1) 8 1/z" x 11" copy for our records. 4. Envelo�es: Provide two sets of pre-addressed (no return address), stamped (not metered), #10 size envelopes. Addresses of property owners located within 500 feet must have been obtained from the City of Tigard within the previous three months from the date of application completeness (contact Patty Lunsford at 718-2483). Upon receipt of these mateYials, the City will issue notice of land use review which requires a two week comment period. A decision will be issued at the close of the comment period. If you have any questions regarding this letter or your application, please don't hesitate to contact me at 503-718-2434. Sincerely, --, �''`� �! 4 J ;; � �--�� _.-�_. . . ,_: � C� �. � � '� "�-- Gary Pagenstecher Associate Plannex �ncl: TDC 18.790.050 Land Use Application Checklist Phone: 503.639.4171 . Fax: 503.684.7297 . www.tigard-or.gov . TTY Relay: 503.684.2772 �-'�)L�� SL-j`�`�'�-t7 "Lr'�� . . Project:�' °/� �� 7«�� LAND USE APPLIC I�N oate: ;�; COMPLETENESS REVI� ❑ COMPLETE �INCOMPLETE STANDARD INFORMATION: �]" Deed/TitielProof of Ownership � Neighborhood Mtg.Affidavits, Minutes, List of Attendees.�� Impact Study(18.390) .,� USA Service Provider Letter ❑ Construction Cost Estimate Envelopes with Postage{Verify Count) #Sets Of Appiication MaterialslPlans-"Paper Copies" ��Pre-Application Conference Notes #Sets Of Application Materials/Plans-"CD's" PROJECT STATISTICS: ❑ Building Footprint Size ❑ %of Landscaping On Sife ❑ %of Building Impervious Surface On Site ❑ Lot Square Footage PLANS DIMENSIONED: ❑ Building Footprint ❑ Parking Space Dimensions(inciude a,ccess�bie�a�ke Parkin9)❑ Truck Loading Space Where Applicable ❑ Building Height ❑ Access Approach and Aisle ❑ Visual Clearance Triangle Shown ADDITIONAL PLANS: ❑ Vicinity Map ❑ Architectural Plan �0 Tree Inventory ❑ Existing Conditions Plan ❑ Landscape Plan ❑ Site Plan ❑ Lighting Plan TREE PLAN 1 MITIGATION PLAN: ,�/�T��ti.;�� .� 5 L�Z ❑ � ❑ � ADDITIONAL REPORTS: (list any special reports) ❑ � ❑ ❑ RESPONSE TO APPLICABLE CODE SECTIONS: ❑ 18.330(Conditional Use) ❑ 18.630(Washington Square Re ional Center 9 ) ❑ 18.775(Sensitive Lands Review) ❑ 18.340(Directors�nterpretation) ❑ 18.705(AccesslEgresslCircula6on) ❑ 18.780(Signs) ❑ 18.350(Planned Devebpment) ❑ 18.710(Accessory Residential Units) ❑ 18.785(Temporary Use Permits) ❑ 18.360(Site Devebpment Review) ❑ 18.715(Densiry Computations) �18.790(Tree Removal) ❑ 18.370(Variances/Adjustments) ❑ 18.720(Design Compatibility Standards) ❑ 18.795(visual Clearance Areas) ❑ 18.380(Zoning Map/Text Amendments) ❑ 18.725(Environmental Performance Standards) ❑ 18.798(Wireless Communication Facilities) ❑ 18.390(Decision Making Proceduresllmpact Study) ❑ 1$.730(ExcepGons To Development Standards) ❑ 18.810(Street&Utility Improvement Standards) ❑ 18.410(Lot Line Adjustments) ❑ 18.740(Historic Overlay) ❑ 18.420(Land Partitions) ❑ 18.742(Home Occupation Permits) ❑ 18.430(Subdivisions) ❑ 18.745(Landscaping 8 Screening Standards) ❑ 18.510(Residential Zoning Districts) ❑ 18.750(ManufacturedlMobil Home Regula6ons) ❑ 18.52�{Commercial Zoning Districts) ❑ 18.755(Mixed Solid Waste/Recycling Storage) ❑ 18.530(Industrial Zoning�istricts) ❑ 18.760(Nonconforming Situations) ❑ 18.620(Tigard Triangle Design Standards) ❑ 18.765(Off-5treet ParkinglLoading Requirements) ADDITIONAL ITEMS: , , , ,/ � -- �/;fJ /W�`LU L . , t ��.��,� I:Icurpin\masters\forms-revised\land use application completeness review.dot REVISED: 6-Jun-07 CIT�'OF TIG.ARD Date: Og - o ��y LA1VD USE AI'PLIC.ATIONS 2-5 B.�SIC SUBMITTAL REQLTIREMENTS Project: 'J��(,( �,/� S /-�,�a,,,,j�„�� S��/,.,4�,-�„ l�ra/�c,f APPLICATIONS WILL NOT BE ACCEPTED IN PARTIAL SUBMITTALS. ALL ITEMS MUST BE SUBMITTED AT ONE TIME. Y Include this forrn with subinittal packet. The �plicant must check the box nea-t to the item verifying that the information is present. Staff aill check oYf the items at intake. ➢ Three copies of all inaterials are required for the initial re�7ea�process. The balance of the copies will be requested once ��ur sub�nittal is deemed complete. ➢ Each packet must be col(ated. := Plans are required to be a minimum of 24" k 36". Y Plans rnust be FOLDED, rolled plans are not accepted. ;r.�plicant Staff Documents, Co ies and Fees Re uired � Completed Master"Land Use Permit" Applicauon a�th property owner's s�gnature or name �/ L� of a ent and letter of authorization � Title transfer instrument or rant deed �'��Ca.'.+-�H-� ✓ � Written sunvnai �of ro osal � Narrative demonstrating compliance with all applicable development standards and approval ✓ cntena as s ecified in the Pre- A lication Conference notes 3`r'= 7 7 S � Documentaryevid � borhood Meeting:Neighborhood eeting Affidavits of 7� ' � � e � ute , Si n-in Sheets s�+�iw�,{ � LZ DB t„� ru� , Service Provider Letter �-- m ection 18.390.040.B? e �/ � Co�y�of the Pre-A lication Gonference notes � v Filici Fee see fee schedule �v//1 l✓�-�- Preliinina Si hc Distance Certification .� 1� Prelimuia Storm Calculacions n��ia �+f� • Arborist Re ort i�a-i.i�°�c�,lc F�(vt�� 1�s ��,. .:.c,. � � n►/f{ �1/}} Traffic Re on if Re uired � y Ma s or Plans Plans must be at least 24" x 36") � r� Archicectural Drawin s elevations &floor lans � � Existin Conditions Ma v �' Landsca e Plan E� '� Prelirnuia Gradin /Erosion Control Plan ;v' Prelimina Partition/Lot Line Ad�u�tment Plan � �� Preluninarv Storm Draina e Plan �-- ll/�1 Prelirninarv Utilities Plan v ✓ Public Im rovements/Streets Plan � ✓ Site Develo iuent Plan ✓ Iv J� Subdivision Prelimina �Plat Ma � To o ra h �Ma ,i-�7-3- Tree Preservation/Miti ation Plan i/ � Vicuut Map ➢ Once your application has been deemed complete you will be notified by the Planning Division in the form of a cornpleteness letter indicating that youu will need to provide the following: Z'wo (2) s�ts of stamped, addressed a 10 envelopes for all owners of propem�a�thin 50� feet of the subject property (the 2 sets must remain separated for the purpose of 2 n�ailings). Mailing envelopes shall be standard legal-size (� 10), addressed wich 1" X 4" labels (please see envelope submittal requirements). Property owner mailing lists mii�t he }�rrpared by the City for a nununal fee (please see request for 500' property owner mailing list form). I�'.Cl'kPI��.;�1a,�.��5`�uhmictalRequ�remeucsC:he<kI.ist-doc (L'pdaced:20-Ma�-�8, C 1 rY O F T I GARD � : PRE-APPLICATION CONFERENCE NOTES ° �� I'� � (Pre-Application Meeting Notes are�%alid for Six (6) Months) � = " K <� ,,e: �_ � ._ , ;' � �� 1 � PRE-APP.MTG.DATE: �I �-.3� L�� `' � _-- STAFF AT PRE-APP: G-'"� ��y� N�N-RESIDENTIAL APPLICANT: S/��e,l�'�lL�f _ �� AGENT: Phone: ( ) z'�'- ;��' Z Phone: ( � - PROPERTY LOCATION: ADDRESS/GENERAI,LOCATTON: L..`�S�b�" �S C _S�� G'v`tUc �'<-i.' �/ f1�Y��/�rly> T��P�s�/LOT#�s�: / NECESSARY APPLICATIONS: 5��i TI U� G�t�� s1��lCt{;' �S C,c2� PROPOSALDESCRIPTION: 5- �L�:/-�ivi t.��vl� �'7-/�r,��[ � zi�-7'ic�-v �y,-u [3•'�'Lc G�r�, �'t� i��` t��;v y � S d��/ �� ,1�¢�Gti2c�*�.�.k-�r'�ll, COMPREHENSIVE PLAN MAP DESIGNATION: f(��'y- ��`"�U STk'/i1'C_ ZONING MAP DESIGNATION: � '� JV�''LONING DISTRICT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18. ) MII�TIA4UM L(�T S1Z�;: sq. ft. Average Min. lot width: ft Max. building height: ft. Setbacks: Front: ft. Side: ft. Rear: ft. Corner: ft. from street. MAXIMtTM SITF,COVERAGE: %. Minimum landscaped or natural vegetarion area: %. �EIGHBORHOOD MEETING (Refer to the Neighborhood Meeting Handout) THE APPLICANT SHALL NOTIFY ALL PROPERTY O��NERS WITHIN 500 FEET, INT'ERESTED PARTIES, AND THE CITY OF TIGARD PLANNING DIVISION of their proposal. A minunum of two (2) weeks between the mailing date and the meering date is required. Please review the Land Use Notificarion handout concerning site posting and the meeting notice. Meeting is to be held�rior to submitrin��our a��licarion or the a,��lication will not be acce�ted. * NOTE: In order to also preliminarily address building code standards, a meering with a Plans Examiner is encouraged prior to submittal of a land use application. �ARRATIVE (Refer to Code Chapter 18.390) The APPLICANT SHALL SUBMIT A NARRATNE which provides findings based on the applicable approval standards. Failure to provide a narrative or adequately address criteria would be reason to consider an apphcauon incomplete and delay review of the proposal. The applicant should review the code for applicable criteria. CITY OF TIGARD Pre-Applicauon Conference Notes Page 1 of 8 NON-Residential Application/Planning Di�•ision Section � IMPACT STUDY (Refer to _.,de Sections 18.390.040 and 18.390.050 j As a part of the APPLICATION SUBMITTAL REQUIREMF,NTS, applicants are required to INCLUDE IMPACT STUDY with thcir submittal package. The impact study shall quannfy the effect of the development on public facilities and services. The study shall address,at a minimum, the transportation system,including bikeways, the drainage system,the parks system, the water system,the sewer system and the noise impacts of the development. For each public faciliry system and type of impact, the study shall propose unprovements necessary to meet City standards, and to minunize the impact of the development on the public at large, public facilities systems, and affected private properry users. In situations where the Communiry Development Code requires the dedication of real property interests, the applicant shall either specifically concur with the dedication requitement, or provide evidence which supports the conclusion that the real property dedicarion requirement is not roughly proporuonal to the projected impacts of the development. � ACCESS (Refer to Chapters 18.705 and 18.765) Minunum number of accesses: . Minimum access width: Minimum pavement width: All driveways and parking areas,except for some fleet storage parking areas,must be paved. Drive-in use queuing areas: � WALKWAY REQUIREMENTS (Refer to Code Section 18.705.030) W�1I.I�UAYS SHALL EXTEND FROM THE GROUND FLOOR ENTRANCES OR FROM THE GROUND FLOOR LANDING OF STAIRS, ramps, or elevators of all commercial, institurional, and industrial uses, to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi-building commercial, institutional, and industrial complexes. Unless impractical, walkways should be constructed between a neuT development and neighboring developments. ❑ SPECIAL SETBACKS (Refer to Code Chapter 18.730) ➢ STREETS: feet from the centerline of ➢ LOWER INTENSITY ZONES: feet,along the site's boundary. ➢ FLAG LOT: 10-FOOT SIDE YARD SETBACK. ❑ SPECIAL BUILDING HEIGHT PROVISIONS (Refer to Code Section 18.730.O10.B.) BUILDING HEIGH"I'EXCEPTIONS -Buildings located in a non-xesidenrial zone may be built to a height of 75 feet provided that: ► A maximum building floor area to site area rario (FAR) of 1.5 to 1 will e�cist; ► All actual building setbacks w�ill be at least half(1/s) of the building's height; and ► The structure will not abut a residential zoned district. � BUFFERING AND SCREENING (Refer to Code Chapter 18.745) In order TO INCREf1S� 1'RIVACY AND TO EITHER REDUCE OR ELIMINAT� I�DVERSE NOISE OR VISUAL IMPACTS between adjacent developments, especially between different land uses, the City requires landscaped buffer areas along certain site perimeters. Required buffer areas are described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal plantings. Site obscuring screens or fences may also be required; these are often advisable even if not required by the Code. The required buffer areas may onlv be occupied by vegetation, fences, utiliries, and walkways. Addirional informarion on required buffer area materials and sizes may be found in the Development Code. The ESTIMATED REQUIRED BUFFER WIDTHS ap�licable to your�rogosal area are: feet along north boundary. feet�long east boundary. feet along south boundary. feet along west boundary. IN ADDITION,SIGHT OBSCURING SCREENING IS REQUIRED ALONG: CITY OF TIGARD Pze-rlpplicadon Conference Notes Page 2 of 8 NON-Residential Application/Planning Di��ision Section � LANDSCAPING (Refer to (.ude Chapters 18.745, 18.765 and 18.705) STREET 'I"REES ARE REQLIRED FOR ALL DEVELOPMENTS FRONTING ON A PUBLIC OR PRIVATE STREET as well as driveways which are more than 100 feet in length. Street trees must be placed either v��ithin the public nght-of-way or on private property within suc (6) feet of the right-of-way boundary. Street trees must have a minimum caliper of at least two (2) inches when measured Eour (4) feet above grade. Stteet ttees should be spaced 20 to 40 feet apart depending on the branching width of the proposed tree species at maturity. Furthex informarion on regularions affecring street trees may be obtained from the Planning Division. A MINIMUM OF ONE (1) TREE FOR EVERY SEVEN (7) PARKING SPACES MUST BE PLANTED in and around all parking areas in order to provide a vegetative canopy effect. Landscaped parking areas shall include special design features which effecrively screen the parking lot areas from view. These design features may include the use of landscaped berms,decorative walls,and raised planters. ❑ RECYCLING (Refer to Code Chapter 18.755) Applicant should CONTACT FIZANCHISE HAULER FOR REVIEW AND APPROVAL OF SIT� SERVICING COMPATIBILITY. Locating a trash/recycling enclosure within a clear vision area such as at the intersection of two (2) driveways within a parking lot is prohibited. Much of Tigard is within Pride Disposal's Service area. Pride Disposal can be reached at (503) 625-6177. ❑ PARKING (Refer to Code Section 18.765.040) REQUIRED parking for this rype of use: Park'v1g SHOWN on ptelinzinary plan(s): SECONDARY USE REQUIRED parking: Parking SHOWN on preliininary plan(s): NO MORE THAN 50% OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED AS COMPACT SPACES. PARKING STALLS shall be dimensioned as follows: ► Standard parking space dunensions: 8 feet,6 inches x 18 feet, 6 inches. ► Compact parking space dimensions: 7 feet, 6 inches x 16 feet, 6 inches. Note: Par1dng space width includes the width of a stripe that separates the parking space from an adjoining space. Note: A ma�cimum of three (3)feet of the vehicle overhang area in front of a wheel stop or curb can be included as part of required parking space depth. This area cannot be included as landscaping for meeting the minimum percentage requirements. HANDICAPPED PARKING: ► !�11 parking areas shall PROVIDE APPROPRIATELY LOCATED AND DIMENSIONED DISABLED PERSON PARKING spaces. The minimum number of disabled person parking spaces to be provided, as well as the parking stall dimensions,is mandated by the Americans with Disabilities Act (ADA). A handout is available upon request. A handicapped parking space symbol shall be painted on the parking space surface and an appropriate sign shall be posted. ► BICYCLE RACKS ARE REQUIRED FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in com-enient locauons. ❑ LOADING AREA REQUIREMENTS (Refer to Code Section 18J65.080) Every COMMERCIAL OR INDUSTRI.AL BUILDING IN EXCESS OF 10,000 SQUARE FEET shall be provided with a loading space. The space size and location shall be as approved by the City Engineer. ❑ BICYCLE RACKS (Refer to Code Section 18.7G5) BICYCLE RACKS are required FOR MiJLTI-FAMILY, COMMERCIAL AND INDUSTRIt1i. DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in convenient locarions. CITY OF TIG.�RD Pze-rlpplicauon Confezence Notes Page 3 of 8 NON-Rcsidcntial Application/Planning Division Section �SENSITIVE LANDS (Refe. _� Code Chapter 18.775) G7dZ.�� F ��- � ��7�' V'� 7 j� �'�C'3 � The Code provides REGULATIONS FOR LANDS WHICH ARE POTENTIALLY UNSUITABLE FOR DEUELOPMENT DUE TO AREAS WITHIN THE 100-YEAR FLOODPLAIN, NATURAT, DRAINAUEWAYS,WETLAND ARF_.1�S,ON SLOPES IN EXCESS OF 25 PERCENT,OR ON UNSTABLE R UN . Staf will attempt to preliminary identify sensitive lands areas at the pre-applicarion conference based on available informarion. HOWEVER, the res�onsibilitv to �recisel�identif�sensinve land areas, and their boundaries, is the res�onsibili� of the a�plicant Areas meeting the definirions of sensitive lands must be clearlv indicated on �lans submitted with the development a��lication. Chapter 18.775 also provides regulations for the use, protecrion, or modificarion of sensirive lands areas. RESIDENTIAL DEVELOPMF.NT IS PROHIBITED WITHIN FLOODPLAINS. ❑ STEEP SLOPES (Refer to Code Section 18.775.080.C) When STEEP SLOPES e�st, prior to issuance of a final order, a geotechnical report must be subrrutted wluch addresses the approval standards of the Tigard Community Development Code Secuon 18.775.080.C. The report shall be based upon field exploration and mvesrigation and shall include specific recommendations for achieving the requirements of Secrion 18.775.080.C. ,� CLEAN WATER SERVICES (CWS� BUFFER STANDARDS (xeter co CWS�t&O o7-2o/USA xeguladons-Chapce�3) LAND DEVELOPME�T :�1DJACENT TO SENSITIVE AREAS shall preserve and maintain or create a vegetated corridor for a buffer wide enough to protect the water quality functioning of the sensitive area. Desi�n Cnteria: The VEGETATED CORRIDOR W7T)TH is dependent on the sensitive area. The following table idenrifies the required widths: TABLE 3.1 VEGETATED CORRIDOR WIDTHS SOURCE: CWS DESIGN AND CONSTRUCTION STANDARDS MANUAL/RESOLUTION &ORDER 07-20 SENSITIVE AREA DEFINITION SLOPE ADJACENT 4 WIDTH OF VEGETATED TO SENSITIVE AREA CORRIDOR PER SIDE • Streams with intermittent flow draining: <25% 15 feet i 10 to <50 acres 25 feet >50 to <100 acres ♦ E�cisting oi cteated wedands <0.5 acze 25 feet ♦ Existing or created wetlands>0.5 acre <25% 50 feet ♦ Rivers,streams,and springs with year-round flow ♦ Streams with intermittent flow draining>100 acres ♦ Natural lakes and onds ♦ Stseams with intermittent flow drauiing: >25% 30 feet i 10 to <50 acres 50 feet >50 to <100 acres ♦ E�cisting or cxeated wetlands >25% Variable from 50-200 feet. Measure in 25- ♦ Rivers,streams,and springs with year-round flow foot increments from the starung point to ♦ Streams with intermittent flow drauung>100 acres the top of ravine (break in <25°/u slope), ♦ Natural lakes and ponds add 35 feet ast the to of ravine� 1Starung point for measurement=edge of the defined channel(baril;ful flo�v)for stceams/naers,delineated wedand boundary,defineated spnng boundary,and/or average high�vater for lakes or ponds,whichever offers gceatest resouice pzorecaon. Intermitcenc spnngs,located a minimum of]5 feet within the nver/stieam or wedand vegetated corridoc,shall not serve as a starting point for measuiement. 'Vegetated corr�doc averaging or reduction is allowed only when the vegetated coxridor is certified to be in a maz�nal or degraded condition. bI'he vegetated conidor estends 35 feet from the top of the ra�6ne and sets the outer boundary of the��egetated corndor. The 35 feet may be reduced ro 15 feet,if a stamped geotechnical ieport confirms slope stabi&ty shall be maintained with the zeduced setback fcom the rop of ra�-ine. CITY OF TIG.�RD Pre-Application Conference Notes Page 4 of 8 NON-Residenrial Application/Planning Di�•ision Section Restrictions in the v egetare Cc .?r: NO structures, development, construction acuvities, gardens, lawns, applicarion of chemicals, dumping of any materials of any kind, or other acriviries shall be permitted which otherv��ise detract from the water qualiry protection provided by the vegetated corridox,except a.t provided for in the C�WS De.rign and Construction Standardr. Location of Vegetated Corridor: IN ANY RESIDENTIAL DEVELOPMENT WHICH CREATES MULTIPLE PARCELS or lots intended for separate ownership,such as a subdivision, the vegetated corridor shall be contained in a separate tract, and shall not be a part of any parcel to be used for the construction of a dwelling unit. �CWS Service I'rovider Letter: PRIOR TO SUBMITTAL of any land use applications, the applicant must obtain a CWS Service Provider Letter which will outline the conditions necessary to comply with the CWS R&O 07-20 sensirive area requirements. If there are no sensitive areas, CWS must still issue a letter stating a CWS Service Provider Letter is not required. ❑ SIGNS (Refer to Code Chapter 18.780) SIGN PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION OF ANY SIGN in the City of Tigard. A "Guidelines for Sign Permits" handout is available upon request. Addirional sign area ar height beyond Code standards may be pern�itted if the sign proposal is reviewed as part of a development review application. Alternatively, a Sign Code Exception applicarion may be filed for Director's teview. ❑ TREE REMOVAL PLAN REQUIREMENTS (Refer to Code Section 18.790.030.0 and the "Tree Plan Requirements Handout" included in your pre-application conference packet) A TREE PLAIv' FOR THE PLANTING,REMOVAL AND PROTECTION OF TREES prepared by a certified arborist shall be provided fox any lot, parcel or combination of lots or parcels for which a development application for a subdivision, parririon, site development review, planned development, or conditional use is filed. PROTECTION IS PREFERRED OVER REMOVAL WHEREVER POSSIBLE (Address all items in the Ciry's Tree Plan Requirements Handout). THE TREE PLAN SHALL INCLUDE the following: ► Idenrificarion of the location, size and species of all e�sring trees including trees designated as significant by the City; ► Idenrification of a program to save e�usting trees or mitigate tree removal over 12 inches in caliper. Mitigarion must follow the replacement guidelines of Secuon 18.790.060.D according to the following standards and shall be exclusive of trees required by other development code provisions for landscaping, streets and parking lots: � Retainage of less than 25% of existing trees over 12 inches in calipex requires a mitigarion program according to Section 18.150.070.D. of no net loss of trees; � Retainage of from 25 to 50% of existing trees over 12 inches in caliper requires that two-thirds of the trees to be removed be mitigated according to Secrion 18.790.060.D.; � Retainage of from SO to 75% of e�sting trees over 12 inches in caliper requires that 50% of the trees to be removed be mitigated according to Section 18.790.060.D.; � Retainage of 75% or greater of exisring trees over 12 uiches in caliper requires no mirigauon; ► Identification of all trees which are proposed 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. "I'REES REMOVED WITHIN THE PERIOD OF ONE (1) YEAR PRIOR TO A DEVELOPMENT APPLICATION LISTED ABOVE will be inventoried as part of the tree plan above and will be replaced according to Section 18.790.060.D. CITY OF TIGARD Pre-Applicauon Conference Notes Page 5 of 8 NON-Residrntial Applxation/Plannmg Division Settion � MITIGATION (Refer to C�..e Section 18.790.060.E.) RF:PI_.ACFMENT OF A TREE shall take place according to the following guidelines: ► � replacement tree shall be a substantially sirnilar species considering site characterisrics. ► If a replacement tree of the species of the tree removed or damaged is not reasonably available, the Director may allow replacement with a different species of equivalent natural resource value. ► If a replacement tree of the size cut is not reasonabiy available on the local market or would not be viable, the Director shall require replacement with more than one tree in accordance with the following formula: � The number of replacement trees requixed shall be determined by dividing the estimated caliper size of the tree removed or damaged, by the caliper size of the largest reasonably available replacement trees. If this number of trees cannot be viably located on the subject properry, the Director may require one (1) or more replacement trees to be planted on other properry unthin the city, either public property or, with the consent of the owner,private property. ► The planting of a replacement tree shall take place in a manner reasonably calculated to allow growth to maturiry. IN-LIEU OF 1'REE REPLACEMENT under Subsection D of this secrion, a party may, with the consent of the Director, elect to compensate the City for its costs in performing such tree replacement. ❑ CLEAR VISION AREA (Refer to Code Chapter 18.795) The Ciry requires that CLEAR VISION AREAS BE MAINTAINED BETWEEN THREE (3) AND EIGHT (8) FEET IN HEIGHT at road/driveway, road/railroad, and road/road intersecrions. The size of the required clear vision area depends upon the abutting street's functional classification and any existing obstructions vv�thin the clear ��ision area. ❑ ADDITIONAL LOT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18.810.060) MINIMUM LOT FRONTAGE: 25 feet unless lot is created through the minor land partition process. Lots created as part of a partirion must have a minunum of 15 feet of frontage or have a minimum 15-foot-wide access easement. The DEPTH OF ALL LOTS SI3AI.L NOT EXCEED 2'/� '1'IMES THE AVERAGE WIDTH,unless the parcel is less than 1'/z times the minimum lot size of the applicable zoning district. CODE CHAP'TERS ❑ 18.330(Conditional Use) ❑ 'I S.6ZO(Tgard Tnangle Design Standards) ❑ 18.760(Nonconforrning Situations) � 18.340(D�rectors�nterpretation) ❑ 18.630(Washington Square Regional Center) ❑ �8.�65(Off-SVeet Parking/Loading Requirements) ❑ 18.350(P�anned Deve�opment) � �8.��(Durham Quarry Desgn Standards) ,.� 18.775(Sensitive�ands Rev�ew) � 18.360(Site Deve�opment Review) ❑ �H.7O5(Access/Egress/Circulation) ❑ 18.7HO(Sgns) � 1 S.37O(varianoes/Adjustments) ❑ �H.7�O(Accessory Residential Units) ❑ �5.785(Temporary Use Permits) � �H.3HO(Zoning Map/Text Amendments) ❑ 15.715(Density Computa6ons) ❑ 18.790{Tree Remova�) � 15.385(Miscellaneous Permits� � �H.�ZO(Desgn CompaUbility Standards) ❑ 18.795(visua�C�earance Areas) �.�` �H.39O(Decision Making Procedures/lmpact Study) ❑ �8.725(Environmental Perfortnance Standards) ❑ 18.798(wireless Communication Faci�ities) � �H.4�O(Lot Line Adjustrnents) ❑ �8.730(Exceptions To Development Standards) ❑ 1 S.S1 O(Sireet 8 U6�iry�mprovement Standards) � 18.420(�and Partitions) ❑ 18.740(H�storic Over�ay) ❑ 1 S.43O(Subdivisions) ❑ 1 H.742(Home Occupation Permits) � 'I S.5�O(Residen6al Zoning Districts) ❑ �5.74�J(Landscaping&Screening Standards) � 18.520(Commercia�Zon�ng D�stricts) � �8.750(ManufacturedlMobil Nome Regulations) ,�' 1 S.53O(�ndustrial Zoning DisUicts) � �I H.755(M�xed Solid WastelRecyciing Storage) CIT'Y OF TIG.-1RD Pre.�pplicadon Confexence Notes Page 6 of 8 NON-Residential Applicaeon/Planning I>irision Section . , . ADDITIONAL CONCERNS OR MMENTS: PROCEDURE Administrarive Staff Review. Public hearing before the Land Use Hearuigs Officer. Public hearing before the Planning Commission. Public hearing before the Planning Corrunission with the Comrriission making a recommendarion on the proposal to the City Council. An additional public hearing shall be held by the City Council. APPLICATION SUBMITTAL PROCESS All APPLICATIONS MUST BE ACCEPTED BY A PLANNING DIVISION STAFF MEMBER of the Community Development Department at Tigard City Hall offices. PLEASE NOTE: A�plications submitted bv mail or dro�ped off at the counter without Planning Division acce�tance may_be returned. The Planning counter closes at 5:00 PM. Maps submitted with an a�plication shall be folded IN ADVANCE to 8'/Z" x 11". One, 8'/2" x 11" map of a pro�osed project shall be submitted for attachment to the staff report or adrninistrative decision. A�t�lications with unfolded ma�s shall not be accepted. The Planrung Division and Engineering Department will perform a preliminary review of the applicarion and will deternzine whether an application is complete within 30 days of the counter submittal. Staff will norify the applicant if addidonal informarion or additional copies of the submitted materials are required. The administrative decision or public hearing will typically occur appro�rirnately 45 to 60 days after an application is accepted as being complete by the Planrung Division. Applications involving difficult or protracted issues or requiring review by other jurisdictions may take additional time to review. Written recommendations fxom the Planiung staff are issued seven (7) days priar to the public hearing. A 10-day public appeal period follows all land use decisions. An appeal on this matter would be heard by the Tigard Hearings Officer. A basic flow chart which illustrates the review process is available from the Planning Division upon request. Land use applications requiring a public hearing must have notice posted on-site by the applicant no less than 10 days prior to the public hearing. This PRE-APPLICATION CONFERENCE AND THE NOTES OF THE CONFERENCE � INTENDED TO INFORM the prospecrive applicant of the primary Communiry Development Code requirements applicable to the potenrial development of a particular site and to allow the City staff and prospecrive applicant to discuss the opportunities and constraints affecting development of the site. BUILDING PERMITS PLANS FOR BUILDING AND OTHER RELATED PERMITS WILL NOT BE ACCEPZ�D FOR REVIEW UNTIL A LAND USE APPROVAL HAS BEEN ISSUED. Final inspection approvals by the Building Division will not be granted until there is compliance with all conditions of development approval. These pre-application notes do not include comments from the Building Division. For proposed buildings or modifications to euisting buildings, it is recommended to coniact a Building Division Plans Examiner to determine if there are building code issues that would prevent the structure from being constructed, as proposed. Additionally, with regard to Subdivisions and Minor Land Partirions where any structure to be demolished has system development charge (SDC) credits and the underlying parcel for that structure will be eluninated when the ne�� plat is recorded, the Ci 's olic is to a 1 those s stem develo ment credits to the first buildin ermit issued in the develo ment (UNLESS O HERWISE DIRECTED BY THE DEVELOPER AT HE TIME IN WHICH THE DEMOLITION PERMIT IS OBTAINED}. CITY OF TIG.�RD Pre-Application Conference Notes Page 7 of 8 NON-Residential Applica[�on/Planning Division Section PLEASE NOTE: The conference and notes cannot cover all Code requirements and aspects related to site planning that should apply to the development of your site plan. Failure of the staff to provide informarion required by the Code shall not constitute a waiver of the applicable standards or requirements. It is recommended that a prospective applicant either obtain and read the Community Development Code or ask any questions of City staff relative to Code requirements prior to submitting an applicarion. AN ADDITIONAL PRE-APPLICATION FEE AND CONFERENCE WILL BE REQUIRED IF AN APPLICATION PERTAINING TO THIS PRE-APPLICATION CONFERENCE IS SUBMITTED AF'TER A PERIOD OF MORE THAN SIX (G) MONTHS FOLLOWING THIS CONFERENCE (unless deemed as unnecessary by the Planning Division). � PREPARED BY: _ �-` CITY OF T'IGARD PI.ANNING DIVISI PHONE: 503-639-4171 FAX: 503-624-3681 DIRECT: 503-718-'�`l j y EMAIL: g' ��tigard-or.gov �/ TITLE 18 (CITY OF TIG�RD'S CO�L'vIUNITY DEVELOPMENT CODE) INTERNET ADDRESS: wa�vv.tigard-or.gov H:\patry\masters\Pre-App Notes Commercial.doc Updated: 16-:�1ay-08 CITY OF TIGARD Pxe:�pplication Conference Notes Page 8 of 8 NON-Rcxidential Applicanon/Planning Di�•ision Secnon PRE-APPLICATION ; �-. �@ : -'' O FERENCE RE UEST � � ��'� C N Q -F r .. � ' City af Tig�rrl Perr�az C'eraer 13125 SWHall Blul, Ti�zrz� OR 97223 9 2008 �'�{� �';�,� ,� `� Ph� 503.639.4171 Fax:503.598.1960 �;i��,� ,• . .. GENERAL INFORMATION Applicanh Q/'L't,t;�--i �['J�' - c;i.�� fY�sNSr�`^�`"�'u'� FORSTAFFUSEONLY Address: (,�naU 5�;, �CLC-C�] d Phone: so3-Z��-�cx�Z - e p,e�aobsS- c�v�3 5 City: _��"��tt,v��1 _ Zip: "� 1 Z) Case No.: ReceiptNo.: 3�& a`��''� Contact Person: �cv►� F�(ti�c��aG Phone: 5��3 ZZ`�- SCe�Z -- Application A.ccepted By. S' T�� Property Owner/Deed Holder(s): �� Ct,.--�� • Da�' �r`}�1�� O� c� 1 ��. N � ' ' L'�� . DATE OF PRE-APP.: ��31/v FS Address: -�x,�,�w� /�; Id Z�oo 5w 7Z'��.Phone: TIME OP PRE-APP.: 9` � GLY �'�1 a-r� Zip: PRE-APP.HELD WiTH: 1 _ l / / / tt��.�/i/o� PropertyAddress/Location�S�: ��(?5 1�/� 1— � � IvLi(/CtN t(,.r c��u�Pln�mas�e��landuseapplicaxions\Pie-AppRequescApp.doc �B lN�.�/,Y Zr? a�ra,uP fr� S-5 5 I� ; �„ � �a��y� L'��;/Y�c �vP�'+�T�C�Lx C�^�LC�� • �LJIRED SUBMITTAL ELEMENTS Tasc Map&Tax Lot#(s): (1\TOte: applications will n�be accepted without the required submittal elements) zoning:� �• � • 0 Pre-Application Conf.Request Form Site Size: t�DO,,.. � 'x jc�� 5 COPIES EACH OF THE FOLLOWINGr. ❑ Brief Description of the Proposal and any PRE-APPLICATION CONFERENCE INFORMATION site-specific questions/issues that you would like to have staff research pnor cv the All of the informauon identified on this form are required to be submitted by meeting. the applicant and received by the PLuuung Division a minin�urn of one (11 ❑ Site Plan. The site plan must show the week�rior to officially scheduling a �re-a�plication conference date/time to proposed lou and/or building layouu drawn a11ow staff ample cime to prepare for t�ie meeting. to scale. Also, show the locanon of the subject property in relation to the nearest A pre-application conference can usually be scheduled within 1-2 weeks of the streets;and the locations of driveways on the Planning Division's receipt of the request for either Tuesdav or Thucsday subject property and across che screet. mornines. Pre-application conferences are one (1 hour long and are rypically � Vicuuty Map. held between the hours of 9:00-11:00 AM ❑ The Proposed Uses. PRE-APPLICATION CONFERF.NCES MtiST BE SCI-IEDiJLED IN � Topographic Information. Include Contour PERSON AT THE COMMUNITY DEVELOPMENT COUNTEA Lines if Possible. FROM 8:00-4:00/MONDAY-FRIDAY. ❑ If the Pre-Application Gonference is for a IF MORE THAN 4 PEOPLE ARE EXI'ECTED TO ATTEND THF. MONOPOLE project, the applicant must PRE-APPLICATION CONFERENCE IN YOUR GROUP, PLEASE attach a copy of the letter and proof in che INFORiVI THE QTY IN ADVANCE SO THAT ALTEIL\`ATE ROOM form of an affidavit of mailing, that the ARRANGEMENTS CAN BE Mf1DE TO ACCOMMODATE THE collocauon protocol was completed (see GROUP. Section 18.798.080 of the Tigard Communiry Development Code). ❑ Filing Fee$370.00 o F �,V �, ��n. <� � \� regon Department of Transportation �:�`� :iZ'i . 6000 S.W.Raab Rd. :� ��:�� Portland,OR 97221-2414 ��_8-gg / Theodore R.Kulongoski,Governor _ (503)229-5002 July 29, 2008 FAX(503)297-6058 City of Tigard Planning Department File Code Attn. Gary Pagenstecher 13125 SW Hall Blvd. Tigard, OR 97223 Re: Type II Permit Application: Public Transportation facility Stream Bank Stabilization project - Ball Creek adjacent to Gerber Knife property 8� Hwy 217 SB off-ramp to I-5 SB. Dear Mr. Pagenstecher; As we have discussed, the Oregon Department of Transpo�tation (ODOT) is planning to permanently stabilize the temporary repair work that was previously done during 2007/2008 storm events. The storm caused substantial erosion on the ODOT stream-bank. Stone embankment material was used to protect the adjacent Mechanically Stabilized Earth retaining wall (MSE)which supports I-5. As part of our continuous effort to permanently repair and stabilize the highway slopes within ODOT right-of-way, we are intending to replace the emergency repair previously done with a more environmentally friendly vegetated solution during the current 2008 in-water work period; which ends on September 30, 2008. Please see the attached detailed description. Regrettably, when ODOT began making plans to initiate this project, we were unaware that a Type II permit granted by the City of Tigard would be required. We were also unaware of the six to eight weeks-Iong processing period that is associated with acquiring a Type II permit. Due to the short window of time ODOT has to complete this project related to the in-water drilling timeframe, we ask that the City of Tigard please work with ODOT to grant the Type II permit by the end of August 2008 if at all possible so we can begin work the first part of September and complete the project consistent with the in-water drilling timeframe. ODOT will do whatever necessary to facilitate this timeline. In fact, all construction activities will be done by ODOT in-house forces to ensure meeting all the necessary policies, guidelines and timeframes. Please review the enclosed pre-application conference request; 5 copies of brief description of Stream Bank Stabilization and site plan, cross-sections, vicinity maps for the referenced project. We would like to move this project forward to construction as expeditiously as possible and appreciate your assistance in reviewing our materials in short order. Your assistance on this project is greatly appreciated. A pre-application conference is set for July 31, 2008 at 9:OOAM. Please let me know if you have any other questions or need any additional information. Sincerel , ,:� � - ��\ �_- . . ___ ----_ — �, v Sam Hunaidi Assistant District Manager ODOT- District 2A CC: File Shelli Romero -ODOT Government Liaison Enclosed Form 734-1897A(1/03) � Thu rsday June 2008 �July 2008 � August 2008 �.�. � ti. .�T , � � . . .� .,..�.>" F d��S�a. .<._. _.• ...._.,,�.: -•, .�.e'. ..�;�>� a,'�°- 31 2 3 4 5 6 h 1 2 3 4 1 � 9 10 11 12 13 " i: 7 8 9 10 11 :5 4 5 6 7 8 16 17 18 19 20 21 '' '; 14 15 16 17 18 � � 11 12 13 14 15 +6 ' 23 24 25 26 27 % 1:: 21 22 23 24 25 � 18 19 20 21 22 � J u l y �o o� 30 28 29 30 31 ;- 25 26 27 28 29 > Day 2�3,153 Left Week 31 Appointments 8 00 30 9 00 Pre-App Sam Hunaidi ODOT 503-229-5002 30 10°° 30 11 °° 30 12�� PM so � o0 30 2 00 30 3 �� 30 4 �� 30 5 �� 30 7/29/2008 2:37 PM 1/7 Network Services Z.w F ��r` �2 ,� ` �T��'� < < �� , . , � ,� � � - � � � �� Z � �� - P�f`� � �� ,��—�� z cs-� S� �� '�°r i - �} '3 �� .�� , � `� `�� c��`` � �L � � � �� o?rLG T s•�� ,,� � , Z ��.,l�s 7��u � � / �� ,� /� � � � Z � � � s�yz� 3 d �,�� z �C i f �, _ I � �`� \ \ � P �� F °`' Department of Transportation .� ��'°'� < �'��'• Region i GeoMydro ��: �� regon _, I 23 [YW Flanders St. � Portland,OR 97209 �'j8��;/ Thendore R Kulongoski,Govemor (503)731-3160 Fax(503)731-8531 FII.E CODE: To: Sam Hunaidi Date: July 21,2008 District 2A, Assistant District Manager From: Edward Foltyn, P.E. Hydraulic Engineer Subject: Preliminary Report for Streambank Stabilization Ball Creek-Gerber Legendary Blades [-5,1VIP 292± Township 2S, Range 1 W, Section 1 Washington County Hydraulic recommendations for streambank stabilization of Ball Creek at the Gerber Legendary Blades headquarters are presented in this report. All dimensions and quantities in these recommendations are based on limited survey data with an NAD 83/91 horizontal datum and an NGVD 88 vertica] datum. Streambank Stabilization in Ball Creek-The Ball Creek channel at this location is adjacent to the I- 5/OR 217 Interchange,near MP 292 of I-5. The stream channel is near the property line between Oregon property and Gerber Legendary Blades. During the 2006-2007 and 2007-2008 rainy seasons, both ODOT and Gerber Legendary Blades experienced erosion on their respective sides of the stream and performed repairs. Gerber Legendary Blades Repairs-During a precipitation event of approximately six inches of rain over two days,in December 2006,portions of the Gerber Legendary Blades parking lot embankment were undermined and washed out. The Gerber Legendary Blades repair was completed in summer 2007. The preliminary design plans(Sheets C2 and C3 prepared by PBS and dated February 20,2007)for this repair show an Envirolok vegetated slope(both reinforced and unreinforced)varying between 4 feet and 8 feet high. The setback indicated on the plans varies from 2" to 6"per course(the sandbag courses appear to be 6" lifts per course)and the slopes in the field are on the order of 0.75(H):1(V). Based on a 2008 survey,the distance between the top of bank and the edge of paving on the Gerber side varies between 1.5 feet and 6.5 feet in the reach where Ball Creek flows from north to south and parallels I-5. Based on a site visit and examination of the plans, it appears that the sandbags used for the Gerber repair will biodegrade/photodegrade over a period of a few years(estimated at 2-5 years). We noted that most of the vegetation growing in the streambank is grass. If the bags deteriorate prior to development of a well established vegetated mat,the soils mass at the face of the slope and the drainage mat behind the reinforced section may slough into the stream. ODOT Repairs-The December 2007 storm event caused substantial erosion on the ODOT streambank. The erosion was temporarily repaired using stone embankment material to protect the adjacent MSE retaining wall,which supports 1-5. ODOT intended to replace this"hard"emergency repair with a "softer" vegetated solution during the 2008 in-water work period. Based on site visits, it appears that this erosion occurred near a natural "choke" point in Ball Creek, at a point approximately 105'north of the Gerber sign. This choke point has a section of boulder or rock ledge visible in the stream bottom and there is a natural narrowing of the stream. The backwater calculations in this area indicate that because of the discontinuity in the stream bottom,the water passes through critical flow depth in the form of a small hydraulic jump. The result of this jump is that the flow in this area is turbulent and is likely to cause erosion. During a 100-year storm event the flow velocities are on the order of 8-12 ft/sec and create bank shear stresses on the order of 8 psf. See Photograph l,]ooking upstream from the end of the repaired ODOT bank. Note that there is exposed foundation material beneath the Envirolok wall facing throughout this area. `�`t�` `��`�'�� ir; wi� �� , � �� , J "4. , j '. ' �'� ��-+- " '��J � !' .a'.. �`� ' • �t l�� `' �° '�„�� , ��., � �.. �� b�` ' � .. � .R',� � . sf . y, .. .r.x ` � ►. �� y '�! . yY-. �* ��.a�+ .,A �� r �wA ..� . ., . � . ay t�� .y��¢ i'Q��3,s,� , ` � � �. : � fp.� {��.i� ," �.��1' F�"�� _ + 4/'''� '��`�'� �y , �f � . � `� �i ry ^�`: ^ '.t�`F' <,� � . � � .- � .�:, 1 .'�' ��4 td �'.� `�,�Fa tE . -�4� ��Y '"�:��4��''ti:a-.�'� -" -f "�=',. ;�-'� ; . 1 ' r�� _ y .� ,y .��''"' �� . ' �:�;�„� {� i�"�#��.�' �t' • ��" +lj�j�_�'' i" . yn'fa�tr$'r ��'�-� ` - � ':� ,� ��'"„ ' �� ;� *i s .L �S' . -a x ffrp: , _ • e•x �,�i �p'_ _ •�k 4j yr :-�2b rL. � ry ,.� . ' s`?' i�,�r. ,y� e� � . .r 'tr ...'- r. . �, 1 '�, � ". � *� .N�'�}�: � .. ,�v V, � �►-'+�,� . p � � . ''�•', . ��'�� ;M6$i��.. � r "+�y � � �� '�,'��` . ��,•, : . � . . ; `�' ,'' -�d"."5:(�„� y�,. '"' �� ' l+� ' t , ��t I�,u�t�� t ��. ,�"7', ..,� /�°� �' � '�a ;'�7', � 3 -r�'^ 5 �° , AF/�. �3��rs"".`t �� a �`�,�.� •E,�,�.�`, +�w � +.y.,. '� �-F R ^�� '�i�� .. �� . Y • . i '� � 'f .��,. i r.. � = t � '� L�� - t=`t*�'`'�,S'�" ,�YQ;�. +. �'1 � ?� � � ��rY �\� �r .. t�. ,, ��,�..� +%�' � ��A� l . s5� >�,..,r i:: �� ' r t �; , �,,! �. � ��'_a-� f` .>`*�; � . �,jy� :�"'-� '''T,��r .i :._..�r.h. � L� i. , 1 j�w ' .� �,.�` .. . '��'�3*.-'��.'' � � � J '/+y�' .r�� .'. ;a�r y� ,,; •q�r. :�.,,, i,.. �! ..��. �� , �'wq!� �'�, .�',�. �y _. a,�� «�,p - 1 � �i:: �!I` fE. „ y ,�r.ry. R� � f,�:i ;�I� ! `4 � .r ,, �� ry � ��:�" � �j`('� ! t_ 1/t/ � • '��. ��3 s'�1 #\� �` / � � � '`•��e ��' �� l +17�'��r` � � � �� '�'°�� = j f ��t``��yy 'V1 . � � _ .Y.. _�� !;� 1 _ .. .:.,�' .r +• � � � ._ . ..,� -- i._ F- �.I yr,/'"'` ,i - �_,,...i�_- ,, � �w � ,. Photograph 1. I.00king upstreum from North enc(of ODOT repair towurd ledge/boulder outcropping ucting as u "chr�ke"point in Bull Creek. Note the visible fvundation muterials beneath the Envirolok vegetared slnpe to the left. The permanent repair proposed by ODOT is a modification of the USDA NRCS vegetated geogrid(see Ball Creek-Gerber Legendary Blades Stream Bank Stabilization Page 2 of 5 I5,MP 292± 7/2l/2008 attached Modified Detai15102). We suggest the use of a permanent turf reinforcing mat as the geotextile in lieu of conventional geogrid. The reason for using turf reinforcing mat is to contain the fine grained soil while still reinforcing the layers of soil(turf reinforcing mats have a resistance to shear stress of 10 psf and velocities of 18 fds). The 100-year flow velocities reach upwards of 12 fds and generate shear stresses against the stream bank of 8 psf. In addition,we are proposing the use of coconut fiber(coir fiber)logs at the face of the wall wrapped with turf reinforcing mat both to give shape to the face of the slope and to provide a good growing medium for vegetation. The coir logs are expected to last for several yeazs before they degrade,at which point there should be a viable root mass,encased by the turf reinforcing mat, supporting the face of the slope. Hydrology and Hydraulics In 1994,during the I-5 at Highway 217/Kruse Way Interchange design,Howard Needles Tammen and Bergendorf(HNTB),a consultant for ODOT,prepared a hydrologic analysis of the area using the Tabulated Hydrograph Method of TR-55. This method develops a hydrograph for the various sub-basins. The peak flows for the Ball Creek and Carter Creek immediately upstream of the property are as follows: Reach 10-Yr 25-Yr 50-Yr 100-Yr 500-Yr Storm Storm Storm Storm Storm (cfs) (cfs) (cfs) (cfs) (cfs) 6'x 6'culvert beneath OR217,Ball 242 301 361 420 530 Creek(Above Gerber Legendary Blades)(Ball Creek—Reach 2) Carter Creek culvert beneath OR217 167 207 244 282 353 (Carter Creek—Reach 1) To determine the peak flows below the confluence of Ball Creek and Carter Creek, we summed the two hydrographs that were presented in the report. The peak combined flow,below the confluence,is: 10-Yr 25-Yr 50-Yr 100-Yr 500-Yr Reach Storm Storm Storm Storm Storm (cfs) (cfs) (cfs) (cfs) (cfs) Ball Creek,below the confluence with 409 507 604 702 882 Carter Creek(Ball Creek-Reach 1) • The stream complex at the Gerber property was divided into three reaches; Ball Creek R 1 below the confluence with Carter Creek,Ball Creek R2 above the confluence with Carter Creek,and Carter Creek. A HEC-RAS model was developed based on a topographic survey and the flows developed above.The HEC-RAS model was also used to determine the velocity pro�le at various locations along the channel. • We used these data to extrapolate the 2 year flows. The 2-year flows were used to check the relative Ball Creek-Gerber Legendary Blades Stream Bank Stabilization Page 3 of 5 I5,MP 292± 7/21/2008 accuracy of the HEC-RAS model L alonf reach 2 of Ball C e k dThe extr pola ed 2-year flows aree comparable to the observed OHW g presented below: 2-Yr Reach Storm (cfs) 6' x 6'culvert beneath OR217,Ball 155 Creek(Above Gerber Legendary Blades)(Ball Creek-Reach 2) Carter Creek culvert beneath OR217 108 (Carter Creek-Reach 1) Bal]Creek,below the confluence with 265 Carter Creek(Ball Creek-Reach 1) • Velocities along the left side of the channel(facing downstream)vary between 3.6- 11.8 ft/sec for a 50-year event. At these velocities,we recommend an embankment conswcted with turf reinforcing mat(TRM). The TRM is a permanent erosion control mat that will typically withstand velocities upwards of 20 ft/sec without vegetation. Directly behind the TRM,we recommend a coconut fiber log(coir log)to act as a filter to prevent soil from washing out from behind the TRM. The TRM will be placed in a horizontal layer,place the coir log,backf'il]behind the log with'/a"-0 or 1-1/2"-0 crushed stone below the low flow water elevation or compacted soil to the depth of the coir log,and fold the TRM back over the coir log and soil backfill. A preliminary drawing of the repair is attached. • The final sizing and configuration of the length of TRM reinforcing will be designed by an ODOT geotechnical engineer. Repairs at Drainage Pipe Outlets-In addition to the channel bank stabilization,some repairs are required at the drainage outlet leading from the MSE wall adjacent to I-5. These pipes need to have scour protection installed to prevent scour at the outlets. With a 50-year flow of--9 cfs,the recommended scour protection consists of 2ih q fo�a nage lOnes Po he o dinary high water line.ion shall be field fit to slope from the outlets of Channel ModiGcation-Based on the hydraulic study and field observations,we also recommend modification to the existing creek bed immediately downstream of ODOT's 2007 temporazy repair. At this location,spillover of material from the repair has caused the creek to be both narrower and shallower. We recommend that this material be removed to minimize any adverse effect on the stream. Temporary Water Management-We anticipate that the streambank stabilization will be constructed during the low-flow in-water work period. This is from July 15 through August 31. Workplace isolation will take place using sandbag cofferdams to isolate the work area and using a through flow pipe(24" diameter)to bypass the stream flow. Because Ball Creek is primarily an urban drainage with a relatively small drainage area(under 2 squaze miles),it is likely that without precipitation,the streamflow should Page 4 of 5 Ball Creek-Gerber Legendary Blades Stream Bank Stabilization �/�1�2008 I5,MP 292f Ball Creek Plant Restoration Emergency Work Notes 7.23.08 ODOT 1. General a. Remove all weeds. b. Install plant material between November 30`�and February 1 St. All plant material must be dormant when cut andlor installed. 2. Water a. Soak bare root plants b. Provide waterless (Dri-water) one tube per bare root tress and shrubs c. Supplement with summer water as needed for first growing season 3. Soil • a. Amend native soil with at 2 parts native soil to 1 part compost. Compost sources: Rexius at: (888) 4-REXIUS; Natures Needs Direct: 9570 NW 307th Ave, North Plains, Oregon Phone: (503) 647-9489; 9325 NE Sunderland Avenue, Portland, Oregon Phone: 503-823-3500 b. Apply seed/compost mix per hydroseed detail. 4. General Hardwood Propagation Notes a. Take cuttings from dormant, specified trees and/or shrubs within a 30-mile radius of site. b. Take cuttings from 2-7 year old wood c. Dip top inch of pole with a 50/SO latex water solution to seal top and provide easy identification. d. Soak entire pole(s) a minimum of 48-hours,preferably 5-7 days prior to planting. Plant same day they are removed from soak treahnent. e. Group and space poles and plants per plant schedule and plant detail section GN-A. f. Drive staked into ground with hammer or pole-hammer. Pending soil conditions holes may need to be pre"dug". Use iron stake to make pilot hole or use a planting bar, power auger,water jet stinger etc. Do not split ends of poles. g. Drive pole or stake to water table/base creek flow line per detail GN-A. h. 80%of cutting shall be in soil i. Pole Planting 1. 1.5-3-inch basal diameter and 6-8-feet in length (length may vary depending on slope location). The pole length should be long enough to be in contact with the lowest water table or creek base flow. 2. Leave a minimum of 3-buds and 2-3 branches at the top of pole. Remove all other buds by brushing them off. 3. Pole to extend 2-3-feet above finish grade, may be higher as pole should extend above competing vegetation. 4. Cut bottom tip at 45 degrees to help facilitate installation 5. Space poles 7-8-feet apart or per plant schedule. 6. Backtill pole cutting hole and tamp to eliminate air pockets. ii. Stake Planting 1. Drive into soil perpendicular to slope and in contact with lowest water table. 2. 0.5-2-inch basal diameter and 3-4-feet in length. 3. Leave a minimum of 3-buds at stake top and remove all other buds by brushing them off. 4. Stake to extend 1-2-feet above finish grade. 5. Cut bottom tip at 45 degrees to facilitate installation iii. Bare Root Planting(Trees and shrubs) 1. Group and space trees and shrubs per plant schedule 2. Bare root plant to have a balanced root to crown mass of 1:1. 3. Do not break or bend roots 4. Cover planted area with a 3-foot diameter compost ring at a depth of 3-inches. 5. Do not fertilize. 6. Tamp soil after planting to eliminate air pockets RESTORATION PLANT MATERIAL SCHEDULE-BALL CREEK Plant T e Botanical Name Common Name Size S acin Root T e Percent Mix Plant CondiGon A.S.N.S. La ut Notes Irti ation 707AL 7�e Al�n� Red Alder 18'-24 B'O.C. Bare Root 60% MWti-Wanched 7rfargWar of woAC aiea.it urber 6'tall WA B y co mm i i Ame%ndrier olinifolia $�may�rcy 12'-IB' B'O.C. Bare Roof 40% Multi-Granched TriargWar of work area.If uiWer 6'fall WA 5 0 a n Ix 13 ShnlDs SyTPIIOPI[OIpOS 0/(NLS Snowberry 12'-IB' 7 O.C. B8/a Rool 45% 3-c3�l5 Tflaflgulffi GIOUpB S12 WA 10 Om�urf Ona Noo ost 12'-18' 7 O.C.. Bare Root 55X 3-canes TA engWar Cxoupe 39 WA 12 oto In ix 22 In gioupa ot 3 at aecli O C. Tofal 012 ppy SoIiXS[ou/a'ialw Scoukr's Willow 6-8' S'O.C.. LivePple 100% DonnaM 7Aangular �� WA 20 ota In ix � In gNUpB o1 S10 at O.C.pB�plaM Getall gvly Cor'nuS Ser�cieo Rcd-Twig Dogwood 2-4' 4'O.C.. Llve Stake 30% DomiaM TrlangWar sheab.Total 011-2 rov�s. WA 25 In gmupa ol S10 at O.C.per p1aM Oeteil Vhysocorpus capitatus N�ncbark z-a' 4�o.c. uve swice 3o5c oormam rnar,��iar aheeb.Tolel 011-2 mwe. p�JA zs In gioups o/S10 ffi O.C.per plarrt Getan SolixS[aulerionc Scwkr'a Willow z-4' 4'O.C.. Liva Stake 40% DoimarK Triangular aheeb.Tofal of 1-2 mne. wp � otn In ix gs Bromus w 's Columbic Brome Seed 10% Pure live SeeA WA s A�nis Blue Wild Setd 30x Pieelive''eer wA Swd Mh Fetfuco nidn ivbm Nnfivt Red FeSCUe Seed 00% Pure Live Seetl WA Pennanent 6/yixria occrden7diJ WeSte�n f Seed 20% Pue Lrve Seatl Geovs�Oveiseed SeeC WA iwre eet Tota n ix 3050 �ua�tlties Lompost CLbic Yards 3500 SF mwmed planted areu Y of Compoat over Geotextl�e Wn 22 �,:: _ ��.'_ =�"��'- . , �Oo'O.P Ml Ao0 Sroa vae �.. Ta S�ctr�C�op�ia :�' K�.�yy��S fdr�t ��t� `..� I�I�y� /MNM�OO��o�YrpYWIPn Suf� i ;,f , I J' N�;..sroa�.�we s..rs�w.e.� , � � � T T �� ; �`-F co�oaetis su��.ws 1-/ar rrrn car..s d � �� , ��' �s _ �;,``y,��-:�, )2-in�Diome/er Coir Lop g � �� ..�- � .. : _ _. `�L�h Gd/Inpr /W�s i � , o � }n,.lT�. �t� . �� 7.TN,t p�ylls Fa Qrr'SMpwW.EraE�M Banta 70 F�NO La+ \ '�iV�; N�iqM fNLVp1IO110 GrOpliAS Tl�of Aff lfipllK TIIpp f0 Fpl�'iN lipiry . �: ` � � �� Gf0/tdill A SlEO/il�AndyYJ. � � ,��, 'Y �' : • �> -� , s�..a+-sa.�a r�a.ro,s, L IbWM/!db CerMiJian Or Tne lirinp Plax�M�alailt NaI Arp�wn/a1M � h h ��,G(�1• , .,1-.-'�_ f a rn.r�wr a�nuaaawn. �(�� . � y k� _ !.AQai�fiaw USPt�CS.Esi�wrip FiW I+q�EOOaR Cl�cp�r!6. �C ' ' _.--^ /y ,� ?� .c�. ..� 1.TAd P'OrMO It Gb�Op�QN'•AM AOWPp�1p1f Ihas1 BI EreON� '� 4 .�� ' � � EnPnw�e io 11rr S��Cd�?i�ans. Sb�O�sN � � ' i. �"'80f�Flar ....�%: / S.M'�'��M EAIJry FqCr o1 IM MolYi/O NpMOMO WoPIA r'W. • . - �i-,��.� �y_ `�,..� ,-" - : � ; „=Y.- � � ` .r i � ti lbU FiI -y � _ . ;-��-c :��: _ - �-', �d . - .. W� Cros3 Section Not To SC81e - ;p�� n.•�are rw rr.ron Ca/a 9r l8prap, ! - 5fr. �,b�� a o.�M� er�..aw e�.a. so-.�o.a u Aoa la csw eaaqn ro � l4siJl FAar. � . . . � ,., � .. . � OEfA4.MO. ^� , ..,,.� ,�., � MOD�FIED VEOETATED(3EOdRl DETStoz►� I 11< "I I,. 'i 4 a" ` i 1 s t' # i Rip Rop 18" CMP !y Limits of repair, - 100/f long 1 'i .1, Exposed E It i' Place 230 sq ft Class 100 riprop 1t i' ;'; ' 1.5 ft deep for scour protection J J1 . , 16027 12" PVC i I" 1 (!:,7E, `/' Exposed ,i :. / 7. T vAwE.s -j�g�51+Qt.►6 zoN�-(1�4'2'E,.� K��.s oN �-'�"�K•3 . 'ftaL�.'Plpu�1NG 'PE.'� t1�jE.s � � -v'F�"�XT�IL� ��lITE4 F�`CDPbS£EO ' Ar�E�+� 5a�Pc� �o�s �i^i� . ��\�%�� '►_p J�Kt fl�ti(�NCz PE.R-Kc7t'�-S �q� . 1�. 1`IKTN� I i_ �� ue�i�� _�� • �uox�//W/�-��e..t�b�� \�/ �j�� '� - _ � � / !� ' O U � � l(� `\/' ��j• ' /�//� . � \ ��-°'° �f�� 1%y/� � ��/%/ /\` Ra.K�� wrn.� G,��- � 'F.�0.LL C.��,1� - -rY�c.s�,,.._ ��NC-� �.c�rl �.2ti�o$ �. GN A ._. �,;x3G" ' �`l'GWSr I1� Pi OteCtOr Tree Seediing ---.�.,,� � � � r Wi th, Stake (Poi n t _,`�`` C*/�� r�r K �r r�w r ' 2" Compost � ay�r `' �-,� � � _ :�_ :� � _� , � � . `� �-=--= P/oce Root Imported Topsoil --�__, `y� ' ' Collar A bove Grade ,�_�_�'- /��l - ' �:'. •- �. t xl S� � �� A �- - � ��`� '�--- _ Subgrade � �, - , ^ - �; -�;�:_ � � -- �-- Fi rmly Pack So�I Specified Fertilizer f-- � I f �n � -� � Around Roots . y � - Do Not Bend Or Break Roots. No „�„ �r „L „ Roots , _ � - �_� -: , '=.�` - -.;_: .]�y`'. ' • �^ ' ��ai: � , . � Cut Top Squore For t asi er Installation. Protect Top -' ; From Spl�tting � � - , I nse�t Cutti ng W/ Buds � t2-3) Pointing Up. ; ` � Insert .75-80% Qf Fin�sh Grode �� `� , l i otal Cutting � ength I n to Sor'!. T om p Groun d T�i m Of f Bran ches ',-`f�_`�. � Firm/y Afte� Instoliation '� W! Cleon Cuts T o El�mi n ate A i r Pocke ts � � : � � � �_� 1. � _ -�w,'.� :a�M�-- > �:': .a,., :�, } v,. y, � � �' � !�� .� '`',x', r ` . T�f�r . '�{�� Y'. r p �'• ' � .Y � `,�� JJJ �'!..� �11' . . - . -. �..• . : . �'MY� . M . . ... 4 . � , l� ... . ' " ' ' t� l . � ��. ¢�r . . , ; ' I� � .. . � , C. � P �� / Cut End T o A Poi n t For , � � E�'Si e!" T,�StC�IIOt%Or -- , �. . _ � � , '. � .. . ..�.14 � _+J_�`�..:.:GxAT�i�.�.... ._a! .-. ��J ..�w.� � _ _ _ . �ti _ _ n „G..� .,`C.. . 'et"—"�S11f�s4.'f�i4� . �. , ' ___. ., , �� . _... . i.:-�. ..`...�]_.�t.Id.r_:.3n.'.11c. '�C_`..- ._��.S�tl�uW'�!. ' '_ ��`� JC�Ik.�.'�:��.i ._:�..�:.. .. _�f '1Yf__ __ �1.. .d6�f...._ � _a ..r�.1'.� ._.._�__a.,_ .�.i.__:....�.�y: I5 MSE Re toi n i n g W all OHWL - 151.2 A rea of Excovati on below OHWL - 13.6 sq f t Vol Cut - 50.4 cy Area of fill below OHWL - 11.9 sq ft Vol Fill - 44. 1 cy � � �� i �� Joint Permit �� Z US Army Corps Application Form ..�"�; Of En ineers Portland District DATE STAMP AGENC[ES WII.L ASSIGN NUMBERS Corps Action ID Number Oregon Department of State Lands No SEND ONE SIGNED COPY OF YOUR APPLICATION TO EACH AGENCY US Armv Corps of En i�neers: DSL-West of the Cascades: DSL-Fast of the Cascades: Send DSL Aoolication Fees to: District Engineer S[ate of Oregon State of Ocegon Sfate of Oregon ATTN: CENWP-OD-GPPO Department of Sta[e Lands Departmen[of Sfate Lands Department of State Lands Box 2946 AND ��5 Summer Street,Suite 100 �R 1645 NE Forfies Road,Suite 112 AND ��x 4395,Unit l8 Portland,OR 97208-2946 Salem,OR 97301-1279 Bend,Oregon 97701 Portland,OR 97208-4395 SD3-808-4373 503-378-3805 541-388-6112 (Attach a copy of the liret page of the application) (1) APPLICANT INFORMATION Name and Address Claire Carder Business Phone# 503.731.8233 Oregon Department of Transportation Home Phone# Not Applicable 123 NW Flanders Fax# 503.731.8259 Portland,OR 97219 Email claire.s.carder@odot.state.or.us -- __ __ _ -— -— ---- - - ---- - — -—- -- — __--- -- Authorized Agcnt As above Business Phone# As above Name and Address Home Phone# Check one Fax# Consultant Email Contractor -- - --- -- — - - — -- __ ----- ----- -- ---- — __ __ Property Owner As above Business Phone# As above Name and Address Home Phone# If difi'erent from above� Fax# Email (2) PROJECT LOCATION Street,Road or Other Descriptive Location Legal Description(attach tc�r!ot map*) Streambank at base of southbound OR 2l7 ramp to I-5 across Township Range Section Quarter/Quarter Ball Creek from Gerber Knives parking lot. Gerber Knives is - — visible from I-5 southbound and is accessed from SW 72nd T2S R1W 12 NE 1/4/-1/4 AA Avenue and through the Gerber Knives property via the access I road to the parking lot behind the building between l-5 southbound and the business. In or near(City or Town) County Tax Map# Tax Lot# Tigard Washington ZS 1 12AA 1000 Wetland/Waterway(pick one) River Mile(if known) Latitude(in DD.DDDD fortnat) Lon�itude�n DD.DDDD format) Ball Creek N.A. N 45.4181 W 122.7446 �If applicant is not the property owner,pennission to conduct the work must be attached. Z Attach a copy of all tax maps with the project area highlighted. "/talicized areas are not required by the Corps jor a coroplete application,but may be necessary prior to ftna!ptrmit decision by the Corps. 1 Directions to the site: Exit OR 217 either northbound or southbound a, 72nd Ave.,travel south on 72"d to Gerber Knives at 14200 SW 72"d. Ball Crk. is at back of property adjacent to l-5. (3) PROPOSED PROJECT INFORMATION Type: Fill ❑X Excavation(removal) ❑X (n-Water Structure ❑ Maintain/Repair an Existing Structure ❑ Brief Description: The project will remove an emergency fix on a portion of the Ball Creek streambank that began sloughing in December 2007 after a high rainfall event. The existing riprap bank protection will be replaced with coir logs backed with compacted soil. Live cuttings will be placed between the horizontal lifts of logs and the area seeded with appropriate permanent seed mix. Existing trees must be removed for construction,but will be replaced with appropriate tree species at a density higher than the number of removed trees. Fill Riprap � Rock ❑ Gravel ❑ Organics � Sand ❑ Silt ❑ Clay ❑ Other: � — --- _ —_ Wetlands � Permanent(cy) Temporary(cy) Total cubic -0- ! ---- _ __ —_ — ----- In.a. n.a. yar s or pro�ect � __ --- Impact Area in Acres Dimensions(feet) pHwawe lands)e - -- n.a. L' -0- W' -0- H' r -0- - - _ I [_ - - I I Waters below OHW � Permanent(cy) Temporary(cy) Total cubic '� 66 cu.yd. ---- _ _ .-- _— _ _ - - — � 44 cu.yd. _p_ yar s or pro�ect � ;h Im act Area in Acres Dimensions fcet G�tudin�outs�de P � � OHW/wetlands) � OAl ac. L' � 100' W' � 4' H' -0- � Removal Wetlands Permanent(cy) Temporary(cy) Total cubic -0-. - - _ - -- - —_--- -0- _p_ yar s or pro�ec , � Impact Area in Acres Dimensions(feet) - (�nclud�n�o�e�ide ', 4 OHW'wedands) j � -o- �� -o- I W -I -°=- I H. I �.o= — ' - - --_ -- Watcrs below OHW � Permanent(cy) Temporary(cy) Total cubic 88 cu. yd. , 6.3 cu.yd. 50.4 cu.yd. yards for project --- __ __ Impact Area in Acres Dimensions(feet) (��u ina ouis� e OHW/wetlands) — --- --_---- - -- ---— __ . 0.01 ac L' l00' W' S' H' - - - -- - Total acres of construction related ground disturbance (If I acre or more a I 2Q0-C permit may be required from DEQ) Is the disposal area upland? Yes �X No a Impervious surface created? 0<1 acre �X 0>I acre? � Yes No If yes,please Are you aware of any;tatr or federal�listed species on the project site'? X explain in the project Are you aware of any CulturaV_Hi�toric Resuurces on the projee;t site? X �escription ls the project site within a national Wild&Scenic Rivcn? X (in block 4) ls the project site within a State Scenic State Scenic Wntei�«uy?* X (4) PROPOSED PROJECT PURPOSE AND DESCRIPTION Purpose and Need: Provide a description of the public,social,economic,or environmenta!benefits of the project along with any supporting forma!actions of a public body(e.g. city or county government),as appropriate.* *!ta/icrzed areas are not required by the Corps jor a complete applicatron,but may be necessary prior to fina!permit decision by the Corps. 2 The proposed Ball Creek streambank stabiliza roject will protect the foundation of the retaining hat supports the OR 217 outside lanes as the highway facility merges with the southboui. �es of I-5. The area of streambank that is subject to the stabilization proposal is the site of a temporary emergency bank stabilization project in Dacember 2007 when high water events in December 2007 scoured several areas of bank and began an erosional process that threatened the foundation of the highway retaining wall. ODOT maintenance crews armored the bank to maintain the creek cross-section until a more permanent fix could be designed and constructed during the in-water work window for the creek. The current proposal will replace the existing rip-rap armoring with a bio-engineered bank stabilization design which will provide more long-term benefits to water quality and to the fish and wildlife resources of the drainage. Project Description: Please describe in detail the proposed removal and fill activities,including the following information: • Volumes and acreages of all fill and removal activities in waterway or wetland separately ■ Permanent and temporary impacts ■ Types of materials(e.g.,gravel,silt,clay,etc.) ■ How the project will be accomplished(i.e.,describe construction methods,equipment,site access) ■ Describe any changes that the project may make to the hydraulic and hydrologic characterislics(e.g.,general direction ojstrea�n and surface waterJlow,estimated winter and summer flow volumes.)of the waters of the slate,and an explanation ojmeasures taken to avoid or minimize any adverse eJjects of those changes. ■ Is any of the work already complete? Yes � No X� If yes,please describc the completed work. In addition,for fsh habital or wetland restoration or enhancement activities,complete the information requested in supplementa!Fish Habitat or Wetland Restoration and Enhancement form. Project Drawings State the number of project drawing sheets included with this application: A complete application must include a location map,site plan,cross-section drawings and recent aerial photo as follows and as applicable to the project: ■ Location map(must be legible with street names) ■ Site plan including; ■ Entire project site and activity areas ■ Existing and proposed contours ■ Location of ordinary high water,wetland boundaries or other jurisdictional boundaries ■ Identification of temporary and permanent impact areas within waterways or wetlands • Map scale or dimensions and north arrow ■ Location of staging areas ■ Location of construction access ■ Location of cross section(s),as applicab(e ■ Location of mitigation area,if applicable ■ Cross section drawing(s)including; ■ Existing and proposed elevations ■ [dentification of temporary and permanent impact areas within waterways or wetlands ■ Ordinary high water and/or wetland boundary or other jurisdictional boundaries ■ Map scale or dimensions ■ Recent Aerial ahoto(1:200,or if not available for your site,the highest resolution available) Will any construction debris,runoff;etc.,enter a wetland or waterway? Yes ❑ No ❑X If yes,describe the type of discharge and show the discharge location on the site plan. *Italicized areas are not required by the Corps jor a complete application,but may be necessary prior to fina!permi!decision by the Corps 3 • The ODOT 1200-CA NPDES water qu �ertnit conditions will be followed. • Appropriate work isolation and erosion cuntrol will be in-place before any work begins • All areas of bare soil will be seeded with an appropriate erosion control mix after the project is completed. • Streambank re-vegetation is part of the project work. Cuttings will be integrated into the bio-engineering work to help stabilize the streambank and provide shading and anchoring. • Removed trees will be replaced at a higher density than the removed trees Estimated projcct start date: i July 2008 Estimated project completion date: August 2008 i (5) PROJECT IMPACTS AND ALTERNATIVES Alternatives Analysis: Describe alternatrve siles and project designs thnt were consicfered�o avoid or minimize impacts to the waterway or wetland. (/nclerde alternative design(s)with less impac�and reasons why the alternative(s)were not chosen. Reference OAR 141-085-0015(3(j))and l41-Q85-DOZ9(4through 6) for more information*). ------ - ----- -- -- __ __-------- - - — - - - ------ -- - - ---- [n December 2007,high run-oif levels from an intense rainfall storm eroded a portion of the bank along Ball Creek that supports the southbound ramp from OR 217 to I-5. ODOT maintenance forces replaced the eroded bank and armored it with rip-rap to prevent further creek erosion that might de-stabilize the retaining wall and cause failure of the highway facility at the Ball Creek location. The proposed project will include removal of the rip-rap and replacement of the temporary annoring with a long-tenn bio-engineering solution to provide bank stabilization and increase vegetation,shading,and enhance channel morphology. The proposal is the minimum needed to provide long-term bank stabilization at this location,and is likely to help reduce bank instability overall in this reach of Ball Creek. Measures to Minimize Impacts Describe what measures you will use(before and after construction)to minimize impacts to the waterway or wetland. These may include but are not limited to the following: • For projects with,�round disttrrbance include an erosion contro!plan or description of other best management practices(BMP's)as appropriale. (For more information on erosion contro!practices see DEQ's Oregon Sediment u�tcl Erosion C�niro!Mriiir�cJ ■ For work in walerways where fish or flowing water are likely to be present,discirss how the work area will be isolated from the flowing water. ■ If native migratory fish are present(or were hislorically present)and yote are insta!ling,replacing or abandoning a culvert or other potentia! obstrerction to fish passnge,complete and attach n stalement of how the _Fish Passage Requiremertls,se!by the Oregon Department of Fish artd Wildli�'e will be met. _ *ltalicized areas nre not required by!he Corps jor a complete app/rcatiore,but may be necessary prior to frnal permit decision by the Corps 4 , While this project may fall below the thresholr 7DOT's existing 1200-CA,ODOT will comply� 1 of its provisions related to erosion control and maintaining water quality in surface water5. ODOT will comply with applicable erosion control measures as described in the Oregon Standard Specifications for Construction(Volume 2,2008), Section 0280s 0290s,which can be reviewed on-line at: http://www.oregon.gov/ODOT/HWY/SPECS/docs/O8book/08 00200. The work area will be surrounded with sediment fences.Straw wattles or other devices may be used in areas that are sensitive and may nced extra protection. Access to the creek will be limited to the minimum area for construction and the access area will either be restored or incorporated into the stream bank improvements. The de-watering and fish salvage of the work area will be completed according to the 2000 National Marine Fisheries Service(NMFS, 2000) and ODFW guidelines. After construction, the isolating barrier will be removed and the stream will be reintroduced slowly to the isolated area to minimize the extent and duration of the turbidity plume created. An electronic copy of the fish salvage report will be submitted by ODOT to ODFW and will be made available within l0 calendar days of completion of fish salvage. All bare soil areas or disturbance areas will be re-seeded with a suitable seed mixture as determined by the OIJ�OT biologist, and/or planted with woody vegetation to achieve equal-to or better-than pre-existing conditions. The site will be monitored for a minimum of one year to ensure plant survival and vegetative stabilization of all bare soil areas. Description of resources in project area Ocean ❑ Estuary � River ❑ Lake ❑ Stream � Freshwater Wetland � Describe the existing physical and biological characteristics of the wetland/waterway site by area and type of resource (Use separate sheets and photos,if necessary). For wetlands,include,as applicable: • Cowardin and Hydrogeomorphic(HGM1 wetland class(s)* ■ Dominant plant species by layer(herb,shrub,tree)* • Whether the wetland is freshwater or tidal ■ Assessment of the functiona!auribules of the we[land to be impacted* ■ Identify any vemal pools,bogs,fens,mature forested wetland,seasonal mudflats,or native wet prairies in or near the project area.) For waterways,include a description of,as applicable: ■ Channel and bank conditions* ■ Type and condition of riparian vegetation* ■ Channe!morphology(i.e.,structure and shape)* • Stream substrale* ■ Fish and wildlife(type,abundance,period of use,significance of site) • Genera!h drolo 'ca!conditions e. .stream ow,seasonal uctuations * '!taliciud areas are not required by the Corps for a complde application,brd may be necessary prior to fina!permrt decision by the Corps. 5 , Ball Creek is a tributary of Fanno Creek,and i' lrologic Unit Code(HUC 6` field)is 170900100: lt the project location,Ball Creek drains an area of 1.05 square miles,with a 2-year peak fl� ,c the project site calculated at 34.7 wbic feet/secon..�JWRD,2008).The project is located approximately 3,200 feet(0.606 miles)upstream from Fanno Creek.About 75 feet downstream from the project location,Ball Creek receives the waters from its tributary,Carter Creek. At approximately 650 feet From the project location,Ball Creek enters a 1,150 fect long(0.217 miles)culvcrt that runs under parking lots and roads(SW Bonita Road,SW 74`�Avenue and the intersection of those roads),finally emerging 75 feet below SW 74'h Avenue. From the culvert outlet,Ball Creek runs 1,400 feet to Fanno Creek.The effects of the long culvert,coupled with the summer low volumes,the slow-flowing water,limited riparian vegetation,and the poor aquatic habitat upstream prevents listed salmonids from using Ball Creek and accessing the project area Describe the existing navigation,fuhing and recreateonal use ojthe waterway or wetland.* Ball Creek has no resident game or food fish and the channel is too small for any navigation or recreational use. Site Restoration/Rehabilitation • For temporary disturbance of soils and/or vegetalion in waterways, wetlands or riparian areas,please discuss how you will restore the site after constnrction includin an monitoring, ifnecessary* The removal of the existing rip-rap bank stabilization material and installation of the bio-engineered permanent stream bank stabilization will be restoration and enhancement of the streambank. The stabilization projcx;t will include long live plant cuttings installecl between the coir logs which will replace some of the removed trees within the project area,and tree seedlings will be planted at the top of the stabilized slope in suitable locations. All disturbed soils will be stabilized,and perrnanent seeding will be installed as part of the project. The plant cuttings and other planted and seeded areas will be monitored for plant survival,vegetative coverage of baselexposed soils,and shading on the bank and creek channel for at least two years to ensure the project will provided vegetative protection of the streambank. If the initial plantings do not survive at a rate that is considered functionally successful,additional cuttings or other plantings will be installed or an altemative plan developed after assessing the likely cause of plant mortality. •haliciud areas are not required by the Corps jor a complete applicallon,but may be necessary prior to frnal permit decision by the Carps. f) ' Mifigafion Describe the reasonably expected adverse effecls of the developmenl of lhis project and how the effecls wil!be mitignted.* ■ For permanent impact to weticrncls,complete and attach a Compensatory Wetland Mitigation(CWM)Plan. (See O�ilt!4/-OHS-QI_l/to O,�R l4!- 085-0176 jor plan requirements)* ■ For permanent impact to waterways or riperrian areas,complete and attach a Compensntory Mitigntion(CM)p(an(See OAR 14I_085=0!lS for plan reqt�irements)* ■ Forpermanent impact to estuarine wetlands,you mt�st siebmit an Estuarine Resocrrce Rep[acemenl Plnn. (See OAR!4/-085-OZ4Q to DAR/4/ 085-0257�'or plan requirements) __ * The removal of the existing rip-rap bank stabilization material and installa[ion of the bio-engineered permanent stream bank stabilization will be restoration and enhancement of the streambank,and will constitute an improvement over existing conditions. Temporary adverse effects,such as vegetation removal and soil disturbance,is expected as part of construction. These temporary impacts will be mitigated by plantings that will be installed as both a part of the streambank proposal,and as soil stabilization f<x the construction impacts. Mitigation Location Information (Fill out only when mitigation is proposed or required) Proposed mitigation X Onsite Mitigatian Type of mitigation: (Cl,eck n!1 d�ar app(vl OfJ'�site Mitigation Wetland Miligution Miligation Bank X Mitigation for impacts to other waters Payment to Provide Mitigation for impacts to navigatian,fishing,or recreution SU•eet, Road or Other Descriptive Location Legal Descriptron(attach lnx!qt rn�*) The project is mitigation for an emergency streambank repair Qi�arter/Quarter Seclion Township Range completed in December 2007. � - - _ _ _ _ _ _ __ ; !n or near(City or Town) County Tax Map# Tax Lot#� Wetland/Walerway(pick one) River Mile(ijknown) Latitude1in DD.DDDDjorma� LonQitude in DD.DDDD�'orma�� -- — ——— — ---- _ _. - - ------ — Ncrme of waterway/watershed/EfUC Name of mitigation bank(ijapplicable) (6) ADDITIONAL INFORMATtON Adjoining Property Owners and Their Address and Phone Numbers(if more than S,attach printed labels*) �Attach a copy of all tax maps with the project area highlighted. */talfcized areas are not reqt�ired by the Corps for a complete application,but may be necessaryPrior to frna!permit decision by the Corps. � Gerber Legendary Blades 14200 5W 72nd Portland,OR 97224-8094 Has the proposed activity or any related activity received the attention of the Corps of Engineers or the Department of State Lands in the past,e.g., wetland delineation,violation,permit,lease request,etc.? Yes ❑X No ❑ [f ycs,what identification number(s)were assigned by the respec;tive agencies: Corps# State of Oregon# DSL Emergency Peimit R/F 38014 Has a wet[and delineation been completed for this site? Yes ❑ No � If yes by whom?# - - — ----- — Has the wetland delineatron been approved by DSL or the COE? Yes � No ❑X If yes, attach a concurrence letter. * (7) CITY/COUNTY PLANNING DEPARTMENT AFFIDAVIT (TO BE COMPLETED BY LOCAL PLANNING OFFICIAL) * *1tQlicized areas are not required by the Corps for a camplele application,but may be necessary prror to final permit decision by tke Corps. g 1 have reviewed the project outlined in this apF on and have determined that: This project is not regulated by the comprehensive plan and land use regulations. This project is consistent with the comprehensive plan and land use regulations. This project will be consistent with the comprehensive plan and land use regulations when the following local approval(s)are obtained. Conditional Use Approval Development Permit Other This project is not consistent with the comprehensive plan. Consistency requires a Plan Amendment Zone Change Other An application has ❑ has not ❑ been filed for local approvals checked above. Local planning official name(print} Signature Title City/County Date Comments: (8) COASTAL ZONE CERTIFlCATION * If the proposed activity described in your permit application is within the Oregon coastal zone,the following certification is required before your application can be processed. A public notice will be issued with the certification statement,which will be forwarded to the Oregon Department of Land Conservation and Development for its concurrence or objection. For additional information on the Oregon Coastal Zone Management Program, contact the depariment at 635 Capitol Street NE,Suite 150,Salem,Oregon 97301 or call 503-373-0050. CERTIF[CATION STATEMENT I certify that,to the best of my knowledge and belief,the proposed activity described in this application complies with the approved Oregon Coastal Zone Management Program and will be completed in a manner consistent with the program. Print/Type Name Title N. A. Applicant Signature Date --- -- — -- – — --7— ------- — -- — — (9) SIGNATURES FOR JOINT APPLICATION */talicized areas are not requrred by the Corps jor a complete applicadon,but may be necessary prror to fenal pennit decision by the Corps. 9 . Application is hereby made for the activities d� ed herein. I certify that 1 am familiar with the inf ion contained in the application,and,to the best of my knowledge and belief,this infon. �n is true,complete,and accurate. I further certify�....�1 possess the authority to undertake the proposed activities. By signing this application I consent to allow Corps or Dept.of State Lands staff to enter into the above-described property to inspect the project location and to determine compliance with an authorization,if granted. 1 herby authorize the person identified in the authorized agent block below to act in my behalf as my agent in the processing of this application and to furnish,upon request,supplemental information in support of this pennit application. I understand that the granting of other permits by local,county,state or federal agencies does not release me from the requirement of obtaining the permits requested before commencing the project. 1 understand that payment ojthe required stale processin,��does noi��arantee permit issuance. The fee for the state application must accompany!he application for completeness. Arnount enclosed $N.A. �i - - ------- - - _ � Print/Type Name Title Print/Type Name Title - --- -- ----- - --— ---- — Claire S.Cazder Wetlands/Permits Specialist ___ _-- --- --- -- -- — - -- -------- Applicant Signature Date 7/15/2008 Authorized Agent Signature Date I Landowner signatures: For projecls and/or mitigation work proposed on land not owned by the applicant,including state-owned submer ed and submersible lands,please provide signaterres below. A signature by the Department of State Lands for activities proposed on stale-owned subrnerged/submersible lands only grants the applicant consenl to apply jor authorizalion to conduct remova!/fill activtties on such lands. This signature for activities on stale-owned submerged and submersible lands grants no other authority,express or implied. Print/Type Name Title Print/Type Name Title Claire S.Carder for ODOT Wetlands/Permits Specialist N.A. Property Owner Signature Date 7/15/2008 Mitigation Property Owner Signature Date */talicrzed areas are not required by the Corps jor a co►►rplete application,but may be necessary prior to fina!per�nrt decisian by 1he Corps. 1� r� (' f � • j r�i r ��-� 1 � � a � New Search � Mapping � Adva� . � Google Earth � Help � PortlandOnline NO ADDRESS AVAILABLE -TIGARD Explorer � Property � Maps � Crime � Census � Transportation Summary � Elevation � Garbage � Hazard � Natural Resources � Photo � Property � WaTer � Sewer � Tax Map � UGB � Watershed � Zip Code � Zornng Prope�ty & Location i t t � ,E .5 r • � � � H_� `�'. . t-_. .�� . Zoning Property , � ' � i r i Zone ', � , i i � Description n/a �i ; � "LIY`"` � � Y / -- .. .._ � Overla n a -----_ _---_--------- - - � i i Comp Plan ! , �L_^ i � Comp Plan Overlay � � � • ' � Historic District n/a ; i � i Conservation District ` � i � , � .. . .__,__.._ __. __ ' i _,..�'.,` Plan District ; i � � _...�.` NRMP District � � , i i � ___. Urban Renewal District n/a i ' � i i - - ._ Zoning Map n/a � � . Elevation Map �0►-�� 100'ELEVRTION M.�P 217 , QLess than 100' 010�'to 200' 02U0'to 300' Q 300'to 400' 0400'to S�0' � QSOd't�60U' 06017'tu 70C1' 0700'to�00' Q a4U'tc,500' : Q 900'to 100d' Q 1000'to 11 UO' 01100't�1200' 012�]0't+�1300' Q 13D0'to 1�100' Q 1400't�1500' Q>=1500' , Aerial Photo (2007) " .� a� ^ r ,� ' •' � �� : + jy � ' � ��° ��; ' ._'a"'+� � ` t ' � �� _ ;, ; �� 3 , ,. . . �� r�� . • - . � � �� • _ - a � ' �: �� . � � ' �l1�t�e� � q ��t_ � . - � �.� 4 I, � � .. �ti 1,.A � �i•� � , �M + i _...,� �{ ' . '' ' . • . , # #t�/!�f � _, .�� . �lW��' '�`'t ' �' �r� •. •S '� � � J { �s :'/►.�'� � �� • � .y �'� w� � �w !. � '� .� .�a� ' R. �. 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' . .. _. _. . . .a,r_ . �� ' �... � M. :R � � ' s �(,y�' ;�!� �r �iri�, �3 �� 5 e�i,:��. � � "� � •� �'T.'. y – R #: 1 � a k" . � � - D. _ � � �y��Y City of Portland, Corporate GIS 7/29/2008 THE GIS APPLICATIONS ACCESSED THROUGH THIS WEB SITE PROVIDE A VIS�AL DISPLAY OF DATA FOR YOUR CONVENIENCE.EVERY REASONABLE EFFORT HAS BEEN MADE f0 ASSURE THE ACCURACY OF THE MAP$AND ASSOCIATED DA7A.iHE CITY OF PORTLAND MAKES NO WARRANTY,REPRESENTATION OR GUARANTEE AS TO THE CONTENT,SEQUENCE,ACCURACY,TIMELINESS OR COMPLETENESS OF ANY OF TNE DATA PROVIDED HEREIN.THE USER OF THESE APPGCATIONS SHOULD NOT RELY ON THE DATA PROVIDED HEREIN FOR ANY REASON.THE CITY OF PORTLAND E%PLICITLV DISCL4IMS ANY REPRESEMATIONS AND WAItRANT1E5,INCLUDING, WITHOUT LIMITAT[ON,THE IMPGED WARRANTIES OP MERCHANTABILITY ANU FI�fNFSS FOR A YAR'iICULAR YUNI'OSt.-I�HE C'I'fY OF POR'fLANU SHALL ASSUME NU LIABILI IY FOR ANY ERRORS,OMISSIONS,OR INACCUHACICS IN THE INFORMATfON PROVIDED REGAeDLESS OF HOW CAUSED.THE CIIY OF PORT[AND SHALL ASSUME NO LIABII.ITY FOR ANY DECISIONS MADE OR ACTIONS TAKEN OR NOT TAKEN BY THE USER OF iHE APPLICATIONS IN RELIANCE UPON ANY MFORMATION OR DATA FURNISHED HEREUNDER.FOR UPDATED INFORMATION ABOUT THE MAP DATA ON PORTLANDMAPS PLEASE REFER TO QTY S M1IETADATA FOR QUESTIONS ABOUf ASSESSMENT INFORMATION PLEASE CONTACf THE COUNIY ASSE$$ORS OFFICE M VOUR COUNTY Address � Mapping � Advanced � Google Earth � Help � About PortlandMaps O 2008 City of Portland, Oregon • � JI r� �� l^) r�� ! V 1 a �. New Search � Mappmg � Adva, . � Google Earth � Help � PortlandOnline 14200 SW 72ND AVE -TIGARD Explorer � Property � Maps � Crime � Census � Transportation Summary � Assessor � Permits/Cases � Block � Schools � Parks � Businesses � CIPs � Development � Stormwater Incentives � Noise � Storage Tank General Information Property ID W250999 County WASHINGTON StateID2S112AA00300 � - - ! ! - - _ _ ' — ` _ — _ _ _ — � — � I 1 Alt Account # R2071444 � I Map Number � � Site Info I I Site Address 14200 SW 72ND AVE I � City/State/Zip TIGARD I I I I --.. � _ _ r _. _ _ � _ - - - - - - - - - _ J 0 202 FT Property Description Tax Roll Use Lot Block Tax Districts Tax Code 023.81 Fire Tualatin Valley Fire &Rescue Park City of Tigard Water Tualatin Valley Water Dist. School Tigard School Dist. Sewer Unified Sewerage Agency Deed Information Sale Date Type Instrument Sale Price $0.00 Land Information Type Acres SQFT INDUSTRIAI LAND 217,865 Improvernent Information Improvement Type Improvement Value $5,549,740.00 Room Descriptions Building Class Actual Year Built 0 Effective Year Built Number of Segments Construction Style Foundation Type Interior Finish Roof Style Roof Cover Type Flooring Type Heating/AC Type Plumbing Fireplace Type Improvement Details # Segment Type Class Total Area , I Main OI Tax History Year Property Tax Total Tax No Tax History Information Available Assessment History Year Improvements Land Special Mkt/Use Real Market Exemptions Assessed 2007 $5,549,740.00 $0.00 $0.�0 $5,549,740.00 $0.00 $0.00 City of Portland, Corporate GIS Assessor Data Updated 7/21/2008 THE GIS APPLICATIONS ACCESSED THROUGH 1'HIS WEB SITE PROVIDE A VISUAL DISP[AY OF DATA FOR YOUR CONVENIENCE.EVERY REASONABLE EFFORT HAS BEEN MADE I'O ASSURE THE ACCURACY OF THE MAPS AND ASSOCIATED DATA.THE CITY OF PORTLANU MAKES NO WARRANTY,REPRESENTATION OR GUARANTEE AS TO THE CONTENT,SEQUENCE,ACCURACY,TIMELINESS OR COMPLETENESS OF ANY OF THE DATA PROVIDED HEREIN TNE USER OF THESE APPLICATIONS SHOULD NOT RELY ON THE DATA PROVIDED HEI2EIN FOR ANY REASON.THE CITY OF PORTLAND EXPLICITLY DISCLAIMS ANY ftEPRESENTATIONS AND WARRANTIES,INCLUDINQ WITHOUT LIMITATION,THE IMPUED WARRAYTIES OF MERCHANTABILITY AND FITNESS FOR A PARTINLAR PURPOSE.THE CITY OF PORTLAND SHALL ASSUME NO UABILITY FOR ANY ERRORS,OMISSIONS,OR INACCURACIES IN THE INFORMATION PROVIDED REGARDLESS OF HOW CAUSED.THE CEN OF PORTLAND SHALL ASSUME NO LIABILI'IY FOR ANY DECISIONS MADE OR ACTIONS TAKEN OR NOT TAKEN BY THE USER OF THE APPLICATIONS IN RELIANCE UPON ANY INFORMATION OR DATA FURNISHED HEREUNDER.POR UPDATED INFORMATION ABOUT THE MAP DATA ON PORTUNDMAPS PLEASE REFER TO CIiY S METADATA FOR QUESTIONS ABOUT ASSESSMENT INFORMATION PLEASE CONTA('�THE COUNTY ASSF,SSOR$OFFICE IN YOUR COUNTY Address � Mapping � Advanced � Google Earth � Help � About PortlandMaps �O 2008 City of Portland, Oregon , � `, �r r c� r , � M a � New Search � Mappmg � Adva, , � Google Earth � Help � PortiandOnline 14200 SW 72ND AVE -TIGARD Explorer � Property � Maps � Crime � Census � Transportation Summary � ElevaUon � Garbage � Hazard � Natural Resources � Photo � Property � Water � Sewer � Tax Map � UGB � Watershed � Zip Code � Zon�ng Aeriai Photo 2007/ '06/ '05/ 'D4/ '03/ '02/ 'O1 6" / 2' /4' / 10'/ 20' Streets: On/Off Lots: On/Off Dot: On / Off ` �- ' ..-. . , � . . ,. ,'� . 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' .. w _ . . e. � �:'�.� . 0 200 Ff C�ty oF Portland, Corporate GI5 7/29/2008 THE GIS APPLICATIONS ACCESSED THROUGH THIS WEB SITE PROVI�E A VISUAL DISPLAY OF DATA FOR YOUR CONVENIENCE.EVERY REASONABLE BFFORT HAS BEEN MADE TO ASSURE THE ACCURACV OF TNE MAPS AND ASSOCIATF.D DATA.iHE CI1Y OF PoRTLAND MAKES NO WARRANTY,REPRESENTATION OR GUARANTEE AS TO THE CONTENT,SEQUENCE,ACCURACY,TIMELINESS OR COMPLETENESS OF ANY OF iHE DAiA PROVIDED HEREIN.THE USER OF THESE APPLICATIONS SHOULD NOT RELY ON THE DATA PROVIDED HEREIN FOR ANY REASON.THE CIN OF PORTLAND EXPLICITLY DISCLAIMS ANY REPRESENTATIONS AND WARRANTIES,INCLUDING. W 11HOUT LIMI I�ATfON,7 Fit IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNE$$FOR A PARTICULAR PURPOSE.THE CITY OF PORTLAN�$HALL A$$UME NO LIAB[LITV FOR ANY ERRORS,OMI$$IONS,OR INACCL'RACIE$ IN THE INFORMATION PROVIDED REGARDLESS OF HOW CAUSED.iHE CITY OF PORTLAN�SHALL ASSUME NO LIAeILI1Y FOR ANY DECISIONS MADE OR ACTIONS TAKEN OR NOT TAKEN BY THE USER OF THE APPLICATIONS IN RELIANCE UPON ANY INfORMATION OR DATA FURNISHE�HEREUNDER.FOR UPDATEU INFORMATION ABOUT THE MAP DATA ON PORTLANDMAPS PLEASE REFER TO CIT1'S MEiAqAiq.FOR QUESTIONS ABWT ASSESSMENT MFORMATION PLEASE CONTACT THE fOUNTY ASSESSORS OFFICE[N YOUR COUNTV Address � Mapping � Advanced � Google Earth � Hetp � About PortlandMaps O 2008 City of Portland, Oregon 1 ' (�� r� � � r,� �a �y New Search � Mappfng � Adva�, � � Google Earth � Help � PortlandOnline 14200 SW 72ND AVE -TIGARD Explorer � Property � Maps � Crime � Census � Transporta[ion Summary � Elevation � Garbage � Hazard � Natural Resources � Photo � Property � Water � Sewer � Tax Map � UGB � Watershed � Zip Code � Zoning Property & Location . �' k . '� � r- - -_—� - - - - -- - - t.- �, � --- - -- -, � � t � I �.. `- , , I I ; � � � C � i � � I �� a `1 � i � ��- --- --- -- - --- --- -- - -� � } - � �., '; , � , � � � , Zoning Property ' � � � j , � r � Zone � + , �-� ; r Description n/a ' ' � i I i { Overlay n/a �. _: _.._..._._�... _ __ � � i 1 __ _ � i Comp Plan ' i i Comp Plan Overlay I ,' � i • I i � Historic District n/a � � � � � , r � � Conservation District i � i i � Plan District � µ � �J � "`�""" � � � � � i I � NRMP District � � � i i Urban Renewal District n/a I � i i i , , I I � � Zoning Map n/a , Elevatio� Map : ---- �� 100'ELEV,4TION MF.P �Less than 100' �1 d0'to 200' 0200'to 300' Q 300'to 400' Q 400'to 500' � 0500'to 600' 06017'to 700' � 0700'to 800' Q S00'to 9C�0' - �900'to 1000' � 010Q0'to 1100' 01101�'to 1200' 01200'to 1300' 01300'to 1400' 01400'to 1500' Q>=1500' , Aerial Photo (2007) .�. �— , + - r .-,- ' e. �` ,. � �. �� + ; � � .. `�, � « t... . +� - :� � , �� '�� 4 �.. � ;� � � �� . + -w �± _ . ,, ! _� � + �-- , , t �" , ,- �'r--� � � *• ^�%�' -P w � s'. 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City of Portland, Corporate G[S 7/29/2008 THE GIS APPGCATIONS ACCESSFD THROUGH THIS WEB SITE PROVIDE A VISUAL DISPLAY OP DATA FOR YOUR CONVENIENCE.EVERY REASONABLE EFFORT HAS BEBN MADE i0 ASSURE THE ACCURACY OF THE MAPS AND ASSOCIATE.D DA fA THF.CIiY OF PORTLAND MAKF.S NO WARRANTY,REPRESENTATION OR GUARANTEE AS TO THE CONTENT,SEQUENCE,ACCURACY,TIMELINESS OR COMPLETENESS OF ANY OF THE DATA P0.0VIDED HEREIN.THE USER OF THESE APPUCATIONS SHOULD NOT RELY ON THE DATA PROVIDED HF.REW FOR ANY REASON.THE CITY OF PORTLAND EXPUCITLY DISCLAIMS ANY REPRESEMATIONS AND WARRANTIES,INCLUDING, WITHOUT LIMITATION,TII[IMPUCD WARRANTICS Of MERCHANTABILIN AND FlTNE55 FOR A PARTICULAR PURPOSE.THE CITY OF PORTLANO SHALL ASSUME NO LIABIUTY FOR ANY ERRORS,OMISSIONS,OR INACCURACICS IN THE INFORMATION PROVIDED REGARDLESS OF HOW CAUSED.THE CITY OF PORTLAND SHALL ASSUME NO 11ABILITV FOR ANY DECISIONS MADE OR ACTIONS TAKEN OR NOT TAKEN BY THE USER OF THE APPLICATIONS IN RELIANCE UPON ANV INFORMATION OR DATA FURNISHED HEREUNOER.FOR UP�ATED INFORMATION ABOUT THE MAP DATA ON PORTLAN�MAP$PLEASF REFER TO CITI-S METADA fA.FOR QIIFSTIONS ABOUT AStiESSMFNT INFORMATION PLEASE CONTACT THE COUNTY ASSESSORS OFFICE IN YOUR COUNN Address � Mapping � Advanced � Google Earth � Help � About PortlandMaps c0 Z008 City of Portland, Oregon ' _ 5.. 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' ?` �`�r��+i►�� ,§ :�'.c7 �. _ . +�► � � ,�4' `��'`�;�„ �' ' ��'��' �'�� '' � � �. . __ . s r '��,�t. <r�� ,� , �� v. �'�-''., r � '` '1;�"� � =�. . � � '.`,.� :a � � t ,� , � � ��, . ,•r a <,� � � �'�` � � +ei�'� *� x � , �r' �� ,� ..r��. '.�4� , .�,�` _ � --� � ,� � ,�a ,w, �;�"`�qd. � s ;�.. _ A \: f d I ^^R .e NC�TICE TO MORTGAGEE,LIENHOI" 2,VENDOR OR SELLER 'I��E TIGI�RD DEVF:L,OPMENT COD�. �,QUIRES THAT IF YOU RECEIVE T�.__�NOTTCE, IT SI��I I. BE PRONII'TI Y FORWARDED TO THE PURCHASER. NOTICE OF PENDING LAND USE APPLICATION . �� . SENSITIVE LANDS REVIEW DATE OF NOTICE: September 12,2008 FILE NOS.: SENSITIVE LANDS REVIEW (SLR) 2008-00006 TREE REMOVAL PERMITS (TRE) 2008-00003, 2008-00004, 2008-00005, 2008-00006, 2008-00007 & 2008-00008 FiLE TiTLE: ODOT BALI_ CREEK STREAMBANK STABILIZATION REQUEST: The applicant is requesting Sensitive Lands Review approval to construct a streambank stabilizat�on project to replace an earlier emergency repair along an appro�mately 100-foot section of Ball Creek. In addition, the applicant requests approval foY s�c Tree Removal Permits to remove six trees within the project area in the draingeway of Ball Creek. LOCATION: ODOT right-of-way adJ�acent to the Gerber Blades parcel located at Washington County Tax Map 2S112AA,Tax Lot 00300. COMP PLAN/ ZONE: I-H: Heavy Industrial District. The I-H zoning district provides appropriate locations for intensive industrial uses including industrial service, manufacturing and producuon, research and development,warehousing and freight movement, railroad yards,waste-related and wholesale sales activities. Act�vities in the I-H zone include those which involve the use of raw materials, require significant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics, I-H zoned pYoperty has been carefully located to minunize unpacts on established residential, commercial and light industrial areas. APPLICABLE REVIEW CRITERIA: Communiry Development Code Chapters 18.390, 18.530, 18.775 and 18790. YOUR RIGHT TO PROVIDE WRITTEN COMMENTS: Prior to the City making any decision on the Application, you are hereby provided a fourteen (14) day period to submit written comments on the application to the Ciry. THE FOURTEEN (14) DAY PERIOD ENDS AT 5:00 PM ON SEPTEMBER 26, 2008. All comments should be clirected to Gar� Pa�enstecher. Associate Planner (x2434) in the Planning Division at the City of Tigard, 13125 SW Hall Boulevard,Tigard, Oregon 97223. You may reach the City of Tigard by telephone at 503-639-4171 or by e-mail to garyp�.rigard-or.gov. ALL COMMENTS MUST BE RECEIVED BY THE CITY OF TIGARD IN WRITING PRIOR TO 5:00 PM ON THE DATE SPECIFIED ABOVE IN ORDER FOR YOUR COMMENTS TO BE CONSIDERED IN THE DECISION- MAKING PROCESS THE CITY OF TIGARD APPRECIATES RECEIVING COMMENTS �ND V�I,UES YOUR INPUT. COMMENTS WILL BE CONSIDERED AND ADDRESSED WITHIN THE NOTICE OF DECISION. A DECISION ON THIS ISSUE IS TENTATIVELY SCHEDULED FOR SEPTEMBER 15, 2008. IF YOU PROVIDE COMMENTS,Yni7 WILL BE SENT A COPY OF THE FULL DECISION ONCE IT HAS BEEN RENDERED. WRITI�N COMMENTS WILL BECOME A PART OF THE PERMANENT PUBLIC RECORD AND SH�LL CONT�IN THE FOLLOWING INFORMATION: ♦ Address the specific "Applicable Keview Criteria" described in the secuon above or any other criteria believed to be applicable to this proposal; • Raise any issues and/or concerns believed to be important with sufficient evidence to allow the City t�provide a response; ♦ Comments that provide the basis for an appeal to the Tigard Hearings Officer must address the relevant approval criteria with sufficient specificiry on that issue. Failure of any party to address the relevant approval criteria with sufficient s�ecificity may preclude subsequent appeals to the Land Use Board of Appeals or Circuit Court on that issue. Specific findings directed at the relevant a roval criteria are what constitute relevant evidence. AFTF12 'I'HE 14—DAY C0�1;�t1:N1' PFlt10D C1,OSL;S, TIII; DIl21;C"1'OR SHALL ISSUI's :A 'Iy'PF? II ADMINIS'11L�"I'TV�l? DECISION. THF; DIRI:CTOR'S DLCISION SE I.11.1,BE M,1II,F,D TO'1'I�L:Al'PI.ICANT AND TO OWNF?RS(�F RT;CC)RD C)F PROPBR'I'Y LOCA"fE?D WI'I'HIN 500 FEF_.T Ol�'fHl?SUBJF,(.°I'SI1'F,,�Nll'TO ANYONE ELSli WI10 tiUBMI"I"I7?D WRI'1"1'I:N COMIvf]�N'I'S OR Wf i0 IS OTIIE�:RWISI?1'sN1'I11,1�:D'PO NO"I'IC13. TI II:DIRI�?CfOR'S DN;CISION SII�V.L.1DDRI�.SS;V,L OF'17�F�.RL�.l.li�';1NT;APYROV';V.CRl1'1?,RI;1. B;�SF,D UPON TI I}i CRITT;RiA ��ND"I7�II;F�ACTS CON'1'�AINI?D WITf IIN'ff il�.RI'sCORll,1'[11:Dlltl?CTOIi SH��LI,,�PPR<)V�I�,,.1PPROVIi,WI'1'H CONDII`TONS OR DF.NY THE REOUI�,S7'I�;ll PT;R�iI'1'OR:1(:'1�I<)N. SUMMARY OF THE DECISION-MAKING PROCESS: ♦ The application is accepted by the City • Notice is sent to properry owners of record within 500 feet of the proposed development area allowing a 14-day written comment period. ♦ The application is reviewed by City Staff and affected agencies. • City Staff issues a written decision. ♦ Nouce of the decision is sent to the Applicant and all owners or contract purchasers of record of the site; all owners of record of properry located within 500 feet of the site, as shown on the most recent property tax assessment roll; any City-recognized neighborhood group whose boundaries include the site; and any governmental agency which is entided to nouce under an intergovernmental agreement entered into with the City which includes provision for such notice or anyone who is otherwise entitled to such notice. INFORMATION/EVIDENCE AVAILABLE FOR REVIEW: The application, written comments and supporung documents relied upon by the Director to make this decision are contained within the record and are available for public review at the Ciry oE Tigard Community Development Department. If you want to inspect the file,please call and make an appointment with either the pzoject planner or the planrung technicians. Copies of these items may be obtained at a cost of$25 per page or the current rate charged for this service. Questions regarding this application should be dirccted to the Planning Staff indicated on the first page of this Notice under the section tided "Ynur Right r� Pr��ide ��ritten Comments." � � � / ....... .. .... . .... � VICINITI 1�iAP , � . --------- jih'?i n iS-i.xA N?G IT�E�tM�S_i.n a n.�i �E_'i M�S�i N N M.µ TFE��w�S-fw Nlil.i 'j]�`E'`I N 1$-I,N N 11.1(� T�'1 M,Iti-I�N.N.11,1: �r,�IMIS-IN�XII.��} C1D(.1T-R_jLL CREEIi :TFE.�\IR_�Nli ;T_�RILIZ_�TIt1N Appzoxima Ball Cuek Pro�ea Loc tion � 0�.._.:.y. •�I �n N ��', j, . - .I� rn� ♦ N i . �oo s.�w « »e n., � � � � `.. � �� w�.,.. ,...,a� �ma...�r�� umly elopmpnt Oa�e�ep 11,~ .�ImagKIMAGI A ��. ' � '' N�TICE OF TYPE II DECISION ODOT - BALL CRE E K '' STREAMBANK STABILIZATION = SE NSITIVE LANDS RE VIE W (SLR) 2008-00006 120 DAYS = 1/8/2009 SECTION I. APPLICATION SUMMARY FILE NAME: ODOT - BALL CREEK STREAMBANK STABILIZATION CASE NOS.: Sensitive Lands Review(SLR) SLR2008-00006 Tree Removal ('fRE) TRE2008-00003 thru TRE2008-00008 PROPOSAL: The applicant is requesting Sensitive Lands Review ap proval for Ball Creek streambank stabilization to replace an earlier emergency repa�r along approximately 100-feet of the creek. In addition, the applicant requests approval for Tree Removal permits for six trees proposed to be removed within the pro�ect area in the draingewayfor Ball Creek. APPLICANT/ OWNER: Oregon Department of Transportation (ODO'I) c/o Sam Hunaidi 6000 SW Raab Road Portland,OR 97221 COMPRE HE NSI VE PLAN/ZONE DESIGNATION: I-H: Heavy Industrial District. The I-H zoning district provides appropriate locations for intensive uidustrial uses including industrial service, manutacturing and production, research and development, warehousin� and freight movement, railroad yards, waste-related and wholesale sales actrvities. Activiues in the I-H zone include those which involve the use of raw materials, require significant outdoor storage and generate heavy truck and/or rail traffic. Because of these characteristics, I-H zoned property has been carefully located to rninirruze impacts on established residential,commercial and light industrial areas. LOCATION: ODOT Right-of-Way, adjacent to the Gerber Blades parcel, Washington County T� Map 2S 112AA,Tax Lot 00300. APPLICABLE RE VIE W CRITE RIA: Community Development Code Chapters 18.390, 18.530, 18.775 and 18.790. SECTION II. DECISION Notice is hereby given that the City of T'�igard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in the full decision, available at Ciry Hall. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. All documents and applicable criteria in the above-noted file are available for inspection at no cost or copies can be obtained for twenry-five cents (25�) per page,or the current rate charged for copies at the tune of the request. SECTION III. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON SEPTEMBER 29, 2008 AND BECOMES EFFECTIVE ON OCTOBER 14, 2008 UNLESS AN APPEAL IS FILED. �A eal: iTf e D-irector's Decision is final on the date that it is mailed. All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision as� provided in Section 18.390.040.G.1 may appeal this decision in accordance with Section 18.390.040.G.2 of the Tigard Commurury Development Code wluch provides that a written appeal together with the required fee shall be filed with the Director within ten �10) business day_s of the date the Notice of Dec�sion was mailed. The appeal fee schedule and forn�s are ava able from the I'laruling Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be subrrutted by any party dunng the appeal hearing,subject to any additional rules of procedure that may be adopted f rom tune to tune by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON OCTOBER 13, 2008. Fo�esuons: er information please contact the Planning Division Staff Planner, GaryPa�enstecher at (503) 639-4171, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223 or by email to a ti ard-or. ov. __ �— - _�-- __ j' . .. - I v'iriwn�nin[� i �i�:_ - --_- �rr:�_�':'��_�;�'�":'�=, rRE_��,y_rx�w:N 77;E^iue_iu�w�� "[RE^i N i�_i ii�N w iRE=i x��t_�N�M i '17:E'i��y-i M e.�1 ��U��T�RdLi CfiEEI: �TFE.�D�_�NI� ST_�YiLiZ_�TIpN Appwx�ma B.0 Caek Pmjea Loc no.� � �� ❑ � n �' �. _ ��. 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O�EGax i `�o��4 9 DO ? ��.u� • I � �� 'R� P.f�� I. ru� �H • . NENEUI O�TEi it-A�tOD9 i F:vOD"JT_DATAVPr�jacts`�� : Cr-eek_GerDe�vOb CADDvDes��;n'�Bal ',�_- � ?vl_l .�gn :. DN-n; ' �. � _)ri�, I�at2(�:1� A�," ��wyeb8v 1:0350_�P GOi � � �. t� �� Uuc� � r�;�� - , , �. �„ ��,- `- ' 'z�,"'� . } d N� �o•ha-�. � �7rll�b� 'T�1d�L - 71'3�� '�'�. ,� `��11�'��-G�3h t'WM 'i�l��i�"�?� � �iZ/� �/�r � \/` �� ..�/ �' �� , �� .��/ �� . � , � / � � /!�� I p �l� i / // �� / �i //� � �� .-14�o�.i-�L�dlxt�I`xQ73 35�0�� ' - �j1�11A11 _ \ Q�]�Q� f�� 1 �1�L1.VId V =1f� • S"��Z1� �NLLN�/''�3 ^3�`�� 11 l= 1 �\`y/u/� !i'3�AK ?!� -11�i �O1'F31-►d ��/ a��sqda�.t� +wT� �i.�x�1a3� � i 531-Q1� �3d. `�NU-Md��fC�.� - . 4�r��--� r+v S�leN (�-�a��-�� 9�n+�s��zu. S3Cdt//� i VEGETATED GEOWRAP Dead Stout Stakes: Secure Turf Reinforcing Mat . Turf Reinforcing Mat Eroded Streambank �, Coi r L og � `� �� I ayered Seit ompapt d�� I below low flow stream elevation� � ��, �1' thi ck (typl '�� " �r�-�i L i ve Bran ch Cutti n gs �� t :..:: .:.:,. , ::.: �� y- �-�J -C � °i ,- � OHWL or Bankfull •Qyy� ` . l(�"// i i � � L ow F/ow Streamflow � ��-- �-� Stream bottom , _ � � , -_.� �,, ;, �; -� _ �. �,`w; �� 4 - 6 feet v Notee Rooted or /eafed condition of p/ant material � �s not representative of �ts _ � cond�tion ot p/anting o� �nsta/lation N Foce of MSE wall Limits of repair �100' Visible L edge in stream , Choke point. � � beginning of hydroulic jump � ` c 0 �� j� ' �� CO PACIFIC HIGHWAY (I-5) �� o° ' �O �o ---�---:G----�i� o° Q�` Q� � 4 U� �� i �� 0 �i ,Q n u � �� n � op �c N x � � 8'C/win L Ink �" ~ f21 WOOd Sign POSts B01/ � ��h "VlS/TOR PARKlNG" Creek WITH LEFT ARROW� ,�� _ � 8'CAOin Link W/Borbed Wi�e Alop q-- py� q" p►i� 4.. �c ne Only L�ne n!y �;ne On! �� ne y Y t 8'Choin L ink W/Borbed Wi�e Atop I "GERBER L EGENDARY BL ADES" \ ' � , arking L ot \ ' �+ I � � 4" PVC � �\ � Line Only Porkr'ng L ol �,, o 1 ap GERBER BLADES / �� z ° �� - SCALE I"= 50' $ � 50 25 0 50 100 �50 m , FEET 3 a 0