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SLR1998-00007
SLR98 00007 COOK PARK BAND PAVILION AND PICNIC SHELTER CITY OF TIGARD Community Deve(opment Shaping A Better Community CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER Case Number(s): Case Name(s): Name of Owner: Name of Applicant: Address of Applicant: Address of Property: Tax Map & Lot No(s).: SENSITIVE LANDS REVIEW (SLR) 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER City of Tigard Same 13125 SW Hall Boulevard 17005 SW 92nd Avenue WCTM 2S114D0, Tax Lot 00101. City: Tigard City: Tigard State: Oregon Zip: 97223 State: Oregon Zip: 97223 Request: - - AT THE AUGUST 24, 1998 PUBLIC HEARING, THE HEARINGS OFFICER APPROVED, SUBJECT TO CONDITIONS, A REQUEST TO CONSTRUCT A BAND PAVILION AND PICNIC SHELTER IN TWO (2) SEPARATE AREAS OF COOK PARK. BOTH AREAS ARE LOCATED WITHIN THE TUALATIN RIVER 100 -YEAR FLOODPLAIN AND FLOODWAY. THE PICNIC SHELTER WILL HAVE APPROXIMATELY 1,932 SQUARE FEET OF FLOOR AREA UNDER SHELTER. THE BAND PAVILION WILL HAVE APPROXIMATELY 1,325 SQUARE FEET OF FLOOR AREA AND WILL ALSO INVOLVE GRADING OF AN APPROXIMATELY 100 X 100 -FOOT AREA TO PROVIDE SLOPE TOWARD THE STAGE. lone: R-4.5; Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre. The purpose of the R-4.5 Zoning District is to establish standard urban low density residential sites. The R -4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a water resources overlay designation. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. ❑ Approval as Requested I Approval with Conditions ❑ Denial Notice was published in the newspaper, posted at City Hall and mailed to: Action: —;- Notice: El Owners of record within the required distance I The affected Citizen Involvement Team Facilitator Final Decision: 9 DATE OF FILING: SEPTEMBER 3, 1998 El Affected governmental agencies Ei The applicant and owner(s) THE DECISION SHALL BE FINAL ON SEPTEMBER 23,1998, UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision and statement of conditions can be obtained from the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290 (B) and Section 18.32.370, which provides that a written appeal may be filed within ten (10) days after notice is given and sent. The appeal may be submitted on City forms and must be accompanied by the appeal fee(s) of $1,745 plus transcript costs, not in excess of $500. THE DEADLINE FOR FILING OF AN APPEAL IS 3:30 P.M. ON SEPTEMBER 23,1998. Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639 -4171. SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER BEFORE THE LAND USE HEARINGS OFFICER FOR THE CITY OF TIGARD, OREGON In the matter of an application by the City of Tigard for sensitive lands review approval to construct a pavilion and a picnic shelter in the Tualatin River floodway in Cook Park in the City of Tigard, Oregon I. SUMMARY ) FINAL ORDER SLR 98-007 ) (Cook Park Pavilion ) The applicant requests sensitive lands review approval to build a band pavilliori and a picnic shelter within a Sensitive Lands area in the Tualatin River floodway in Cook Park. Hearings Officer Larry Epstein (the "hearings officer") held a duly noticed public hearing to review the application on August 24, 1998. City staff recommended approval. There was no other oral or written testimony. The hearings officer approves the sensitive lands review as provided herein. H. FINDINGS ABOUT SITE, SURROUNDINGS AND PUBLIC FACILITIES The hearings officer incorporates by reference the findings about the site and surroundings in Section III of the City of Tigard Staff Reported dated August 17, 1998 (the "Staff Report "), and the findings about public facilities in Sections V and VI of the Staff Report. III. APPLICABLE APPROVAL STANDARDS The hearings officer incorporates by reference the approval standards in Section IV of the Staff Report. IV. HEARING AND RECORD 1. The hearings officer received testimony at the public hearing about this application on August 24, 1998.. The record closed at the conclusion of the hearing. The testimony is included herein as Exhibit A (Parties of Record), Exhibit B (Hearing Audio Tape), and Exhibit C (Written Testimony). These exhibits are filed at the Tigard City Hall. 2. At the hearing, city planner Julia Hajduk summarized the Staff Report and the applicable approval criteria. No one else appeared at the hearing. V. EVALUATION OF REQUEST City staff recommended approval of the sensitive lands review based on the findings in section IV of the Staff Report. No one disputed those findings. The hearings officer concludes the findings in section IV of the Staff Report accurately reflect the law and the facts. The hearings officer adopts and incorporates those findings as his own. VI. CONCLUSION AND DECISION 1. Based on the findings adopted and incorporated herein, the hearings officer concludes that the proposed sensitive lands review complies with the applicable criteria and standards of the Community Development Code, provided development that occurs after this decision complies with applicable local, state, and federal laws. 2. In recognition of the findings and conclusions contained herein, and incorporating the Staff Report and other reports of affected public agencies and testimony and exhibits received in this matter, the hearings officer hereby approves SLR 98 -0007 (Cook Park Pavilion), subject to the conditions of approval in Section II of the Staff Report. % is 2nd day o .: • tember, 1998. 4_44 t /IJ//. Larry Epste'jf1 C1 City of Tig. J e. r gs Officer Hearings Officer Final Order SIR 98 -0007 (Cook Park Pavilion) Page 2 Agenda Item: 2.1 Hearing Date: August 24, 1998 7:00 PM STAFF REPORT TO THE HEARING'S OFFICER FOR THE CITY OF TIGARD, OREGON CITY OF TIGARD Community (Development Shaping )4 (Better Community 120 DAYS = 11/7/98 SECTION I. APPLICATION SUMMARY CASE: FILE NAME: COOK PARK BAND PAVILION & PICNIC SHELTER Sensitive Lands Review SLR 98 -0007 PROPOSAL: The applicant has requested Sensitive Land Review approval to construct a band pavilion and picnic shelter in the Tualatin River floodway to add additional amenities to the existing Cook Park. APPLICANT: City of Tigard OWNER: Same Attn: John Roy 13125 SW Hall Boulevard Tigard, OR 97223 COMPREHENSIVE PLAN DESIGNATIONS: Low Density Residential; 1 -5 Dwelling Units Per Acre. ZONING DESIGNATIONS: Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre; R -4.5. The purpose of the R -4.5 Zoning District is to establish standard urban low density residential sites. The R -4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a Water Resources Overlay designation. LOCATION: 7005 SW 92nd Avenue; WCTM 2S114D0, Tax Lot 00101. The subject parcel is located within the existing Cook Park, located north of the Tualatin River. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. SECTION II. STAFF RECOMMENDATION The Planning Division recommends that the Hearing's Officer find that the proposed project will promote the general welfare of the City and will not be significantly detrimental nor injurious to surrounding properties provided that development which occurs after this decision complies with applicable local, state and federal laws. Therefore, staff recommends APPROVAL subject to the following recommended conditions of approval: 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 1 OF 5 CONDITIONS OF APPROVAL PRIOR TO CONSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE SATISFIED: 1. The applicant shall obtain a tree removal permit prior to removal of any trees that are located within Sensitive Lands Areas as required by Section 18.150.030 of the Tigard Development Code. STAFF CONTACT: Julia Powell Hajduk, Planning Division (639 -4171 x 407). 2. The applicant shall provide verification from a wetland specialist that indicates the proposed picnic shelter is greater than 75 feet away from a wetland edge. STAFF CONTACT: Julia Powell Hajduk, Planning Division (639 -4171 x 407). THIS APPROVAL SHALL BE VALID FOR EIGHTEEN (18) MONTHS FROM THE EFFECTIVE DATE OF THE HEARINGS OFFICERS' DECISION. SECTION III. BACKGROUND INFORMATION Site History: Cook park is owned by the City of Tigard. There have been many land use and building approvals for this site. Some of the more recent approvals include SLR 90 -0007 for installation of play equipment, SLR 90 -0008 for access improvements and SLR 92 -0003 for road construction improvements. A master plan was approved by the City Council on June 10, 1997. The master plan shows the 2 structures proposed. City Operations Staff have been directed by the City Council to construct these 2 facilities at this time. Vicinity Information: The proposed structures are located in Cook Park. Cook Park is designated as open space and located in the 100 -year floodplain and floodway of the Tualatin River. The Tualatin River is south and east of Cook Park. To the west is property zoned R -4.5 also designated as open space and in the floodplain and floodway. To the north is single - family residential lots ranging in density from R -4.5 to R -12. Site Information and Proposal Description: The proposal is to construct 2 structures in the floodway. The first is a band pavilion located in the northern portion of the park, close to the cul -de -sac of SW 92nd Avenue. The second is a picnic shelter located in the southern portion of the park. Neither structure will be within any wetland areas. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: SENSITIVE LANDS: Section 18.84 contains regulations for lands within 100 year floodplain, wetlands and drainageways that are subject to Sensitive Lands Review. Sensitive Lands Review of proposed developments in these areas is intended to implement protection measures and to protect rivers, streams and creeks by minimizing erosion, promoting bank stability, maintaining and enhancing water quality and fish and wildlife habitat, and preserving scenic quality and recreational potential. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 2 OF 5 4 Floodplain: Section 18.84.040(A) states that the Hearings Officer shall approve or approve with conditions an application for landform alterations within the 100 -year floodplain based upon findings that the applicable criteria have been satisfied. The 100 -year floodplain and floodway is impacted by the proposed structure as shown within the application materials. The following findings are applicable to address impacts of this proposal on the 100 -year floodplain and floodway: Land form alterations shall preserve or enhance the floodplain storage function and maintenance of the zero -foot rise floodway shall not result in any narrowing of the floodway boundary. The applicant provided documentation from KCM Engineering that shows the proposed structures will not have an effect on the Tualatin River Floodplain. KCM modified the Army Corps of Engineer's HEC -II model of the Tualatin River for the 100 -year flood event. KCM added additional points to the cross section at river mile 9.84 (the location of the proposed structures). The cross section was then modified to include the structures. The water surface elevations did not change to the 1 /100th of a foot. It is, therefore, concluded that, based on the documentation provided, the structures will result in a zero -foot rise of the floodway. Land form alterations or developments within the 100 -year floodplain shall be allowed only in areas designated as commercial or industrial on the comprehensive plan land use map, except that alterations or developments associated with community recreation uses, utilities, or public support facilities as defined in Chapter 18.42 of the Community Development Code shall be allowed in areas designated residential subject to applicable zoning standards. The park is designated residential (R -4.5) on the Comprehensive Plan Map. The proposed structures and landform alterations, however, are for community recreation uses, therefore, this standard is satisfied. Where a land form alteration or development is permitted to occur within the floodplain it will not result in any increase in the water surface elevation of the 100 -year flood. As discussed previously, the structures will not result in an increase in the water surface elevation of the 100 -year flood. The land form alteration or development plan includes a pedestrian /bicycle pathway in accordance with the adopted pedestrian /bicycle pathway plan, unless the construction of said pathway is deemed by the Hearing Officer as untimely. This standard is not applicable as the City already owns the property and it is utilized for park purposes. If and when a bike path is deemed necessary, the City will construct it in accordance with the process at that time. The plans for the pedestrian /bicycle pathway indicate that no pathway will be below the elevation of an average annual flood. For the reason mentioned above, this standard is not applicable. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 3 OF 5 No permits are necessary as there are no wetlands involved. Letters from both the US Army Corps of Engineers and the Division of State Lands confirm that no permits are necessary for the proposed structures. Where land form alterations and /or development are allowed within and adjacent to the 100 -year floodplain, the City shall require the dedication of sufficient open land area within and adjacent to the floodplain in accordance with the comprehensive plan. This is publicly owned land that is already designated as open space, therefore, this standard has been satisfied. Water Resources Overlay: Section 18.85.030 defines the applicability of the Water Resources Overlay. Table 18.85(1) indicates that the Water Resources standard riparian setback from the Tualatin River and associated wetland is 75 feet. Based on the plans provided, the location of the picnic shelter scales out to approximately 150 feet from the Tualatin River indicating that the 75 -foot setback is met. Staff does not have information, however, on the location of the top -of -bank or associated wetland edges. While confirmation was received that there were not wetlands within the area of the shelter, staff has not received indication that there are no wetlands within 75 feet. Staff is recommending that a condition be placed on this approval that prior to obtaining building permits, the applicant provide a detailed site plan showing that there are no wetlands within 75 feet of the proposed picnic shelter. Staff would accept a written verification from a wetland specialist stating that this was met. SECTION V. OTHER STAFF COMMENTS The Engineering Department, Utility Department, and Water Department have had an opportunity to review the proposal and have offered no comments or objections. SECTION VI. AGENCY COMMENTS The Oregon Division of State Lands, City of Tualatin, City of Durham, Oregon Department of Fish and Wildlife, US Army Corps of Engineers and Tualatin Valley Fire and Rescue have had an opportunity to review this proposal and offered no comments or objections. The Unified Sewerage Agency has reviewed the proposal and offered the following comments: FLOOD PLAIN: Site contains flood plain /flood way designations. Grading within the flood plain /way shall be done is such a manner as to preserve the flood storage and flood conveying area without effecting any upstream or downstream properties in accordance with R &O 96 -44. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 4 OF 5 t4 SENSITIVE AREA: A "Sensitive Area" exists. Developer must preserve a 25 -foot corridor as described in R &O 96 -44 separating the sensitive area from the impact of development. The sensitive area shall be identified on plans. Staff Note: The Sensitive Lands review process will insure that the above comments are addressed. PREPARED Julia Powell DATE Associate Planner duk August 17, 1998 H APPROVED BY: Richard Bewe I: \curpin \julia \sIr98- 0l.doc Planning Manager August 17, 1998 DATE 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 5 OF 5 Sport Court --' Soccer Fields Z Forking v c N m COOK PARK BAND PAVILION . +gyp %jiff. i' �•- • • ontwp i 1.,� Pits .. a i k I1r P -4♦ �. i +, O �Porkiap s1-!+. - y �� 1 Area,^,, ' .j - " ' .. :^}. �S•F ► � ,• 1. ,•tira••L,Tot Lot :Or 3 ;�A . 9 �t'•r.�- kilk., ti7\ i,T�� Z_, it -• ,�3�7• �i.•j••('` :h-•r Are 31 11� Resl�aars y,�.s �:; ,• l '� 1. . 4�''+(`Tgl R��:y T j Lbrered 1 �♦' '' �`� v' 'y: tu' {'i :y� Arco l Y .� � -(10... iA A 1• � .,, . r , 2 ?' i,',l of q? 4.7.11 t N: 1. m y~ »S?�' 's11; i ? 1, 4• • �• • .� ♦ ♦'Y •'11, 3i: i.i ♦♦ rY l�:�,•. \t 1't' � ? • 'S+7•.` 1' {Y?l:'l1� .: a 1• ti- i�.Y•'r {��+�,ti.,:u,;;,‘ i�l��,.�.lti � � y�zy.i�- �'L.�,i h �` -.32:1.,•? ; '' 1 1!- �. Natu e/ Areo • •' • �'1 . n + as , i. try Zl . •v♦ i .l''' ,,_•s.,J � :1:: 7.• �1::”.!1d,•I`i ,' .'I LZ:i1. .0 ,�1 h.J;`v�.{•�v; -.4 4:1, IN . • T (tY :^1' 1, 1', N ?, 111':;`7 .L 1?,.? . ;1, \h 111 NI • 4t, 6 ♦11't,.3, • •' Y 1y ` !. 11. 1 {♦ �1 ti 1- 1.;,.• ♦1 111 . ti a• ♦ryfyli • 1! { 1 11 �^ PICNIC SHELTER . (map Is not to scale) SITE PLAN EXHIBIT MAP T N ' CASE Cook Park Pavilion & Picnic Shelter SLR 98 -0007 emsumummmu1111111111MMIN •i 111111►\ D RD ■ r Approx. Location of Band Pavilion NN7k iv \N\,.A\‘\ , %ow Approx. Location of Picnic Shelter CtMravoity Denloprout CITY of TIGARD 0 OEOORA•MIC INFORMATION SY *TIY VICINITY MAP SLR 98 -0007 Cook Park Band Pavilion & Picnic Shelter Addition 400 • N 800 1200 Feet 14 788 feet City of Tigard Information on Ns map IS for general bcadon orgy and should be verified with the Development Services Division. 13125 SW Hall 13)d Tlpaid. OR 97223 (503) 839 -4171 http://www.d.t1gard.or.us Plot date: Jul U. l99$; c\ 1aa$iclma$ic)I.apr Agenda Item: 2.1 Hearing Date: August 24. 1998 7:00 PM STAFF REPORT TO THE HEARING'S OFFICER FOR THE CITY OF TIGARD, OREGON A CITY OF TIGARD Community Development Shaping Better Community 120 DAYS = 11/7/98 SECTION I. APPLICATION SUMMARY CASE: FILE NAME: COOK PARK BAND PAVILION & PICNIC SHELTER Sensitive Lands Review SLR 98 -0007 PROPOSAL: The applicant has requested Sensitive Land Review approval to construct a band pavilion and picnic shelter in the Tualatin River floodway to add additional amenities to the existing Cook Park. APPLICANT: City of Tigard OWNER: Same Attn: John Roy 13125 SW Hall Boulevard Tigard, OR 97223 COMPREHENSIVE PLAN DESIGNATIONS: Low Density Residential; 1 -5 Dwelling Units Per Acre. ZONING DESIGNATIONS: Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre; R -4.5. The purpose of the R -4.5 Zoning District is to establish standard urban low density residential sites. The R -4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a Water Resources Overlay designation. LOCATION: 7005 SW 92nd Avenue; WCTM 2S114D0, Tax Lot 00101. The subject parcel is located within the existing Cook Park, located north of the Tualatin River. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. SECTION II. STAFF RECOMMENDATION The Planning Division recommends that the Hearing's Officer find that the proposed project will promote the general welfare of the City and will not be significantly detrimental nor injurious to surrounding properties provided that development which occurs after this decision complies with applicable local, state and federal laws. Therefore, staff recommends APPROVAL subject to the following recommended conditions of approval: 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 1 OF 5 CONDITIONS OF APPROVAL PRIOR TO CONSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE SATISFIED: 1. The applicant shall obtain a tree removal permit prior to removal of any trees that are located within Sensitive Lands Areas as required by Section 18.150.030 of the Tigard Development Code. STAFF CONTACT: Julia Powell Hajduk, Planning Division (639 -4171 x 407). 2. The applicant shall provide verification from a wetland specialist that indicates the proposed picnic shelter is greater than 75 feet away from a wetland edge. STAFF CONTACT: Julia Powell Hajduk, Planning Division (639 -4171 x 407). THIS APPROVAL SHALL BE VALID FOR EIGHTEEN (18) MONTHS FROM THE EFFECTIVE DATE OF THE HEARINGS OFFICERS' DECISION. SECTION III. BACKGROUND INFORMATION Site History: Cook park is owned by the City of Tigard. There have been many land use and building approvals for this site. Some of the more recent approvals include SLR 90 -0007 for installation of play equipment, SLR 90 -0008 for access improvements and SLR 92 -0003 for road construction improvements. A master plan was approved by the City Council on June 10, 1997. The master plan shows the 2 structures proposed. City Operations Staff have been directed by the City Council to construct these 2 facilities at this time. Vicinity Information: The proposed structures are located in Cook Park. Cook Park is designated as open space and located in the 100 -year floodplain and floodway of the Tualatin River. The Tualatin River is south and east of Cook Park. To the west is property zoned R -4.5 also designated as open space and in the floodplain and floodway. To the north is single - family residential lots ranging in density from R -4.5 to R -12. Site Information and Proposal Description: The proposal is to construct 2 structures in the floodway. The first is a band pavilion located in the northern portion of the park, close to the cul -de -sac of SW 92nd Avenue. The second is a picnic shelter located in the southern portion of the park. Neither structure will be within any wetland areas. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: SENSITIVE LANDS: Section 18.84 contains regulations for lands within 100 year floodplain, wetlands and drainageways that are subject to Sensitive Lands Review. Sensitive Lands Review of proposed developments in these areas is intended to implement protection measures and to protect rivers, streams and creeks by minimizing erosion, promoting bank stability, maintaining and enhancing water quality and fish and wildlife habitat, and preserving scenic quality and recreational potential. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98-0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 2 OF 5 Floodplain: Section 18.84.040(A) states that the Hearings Officer shall approve or approve with conditions an application for landform alterations within the 100 -year floodplain based upon findings that the applicable criteria have been satisfied. The 100 -year floodplain and floodway is impacted by the proposed structure as shown within the application materials. The following findings are applicable to address impacts of this proposal on the 100 -year floodplain and floodway: Land form alterations shall preserve or enhance the floodplain storage function and maintenance of the zero -foot rise floodway shall not result in any narrowing of the floodway boundary. The applicant provided documentation from KCM Engineering that shows the proposed structures will not have an effect on the Tualatin River Floodplain. KCM modified the Army Corps of Engineer's HEC-Il model of the Tualatin River for the 100 -year flood event. KCM added additional points to the cross section at river mile 9.84 (the location of the proposed structures). The cross section was then modified to include the structures. The water surface elevations did not change to the 1 /100th of a foot. It is, therefore, concluded that, based on the documentation provided, the structures will result in a zero -foot rise of the floodway. Land form alterations or developments within the 100 -year floodplain shall be allowed only in areas designated as commercial or industrial on the comprehensive plan land use map, except that alterations or developments associated with community recreation uses, utilities, or public support facilities as defined in Chapter 18.42 of the Community Development Code shall be allowed in areas designated residential subject to applicable zoning standards. The park is designated residential (R -4.5) on the Comprehensive Plan Map. The proposed structures and landform alterations, however, are for community recreation uses, therefore, this standard is satisfied. Where a land form alteration or development is permitted to occur within the floodplain it will not result in any increase in the water surface elevation of the 100 -year flood. As discussed previously, the structures will not result in an increase in the water surface elevation of the 100 -year flood. The land form alteration or development plan includes a pedestrian /bicycle pathway in accordance with the adopted pedestrian /bicycle pathway plan, unless the construction of said pathway is deemed by the Hearing Officer as untimely. This standard is not applicable as the City already owns the property and it is utilized for park purposes. If and when a bike path is deemed necessary, the City will construct it in accordance with the process at that time. The plans for the pedestrian /bicycle pathway indicate that no pathway will be below the elevation of an average annual flood. For the reason mentioned above, this standard is not applicable. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 3 OF 5 No permits are necessary as there are no wetlands involved. Letters from both the US Army Corps of Engineers and the Division of State Lands confirm that no permits are necessary for the proposed structures. Where land form alterations and /or development are allowed within and adjacent to the 100 -year floodplain, the City shall require the dedication of sufficient open land area within and adjacent to the floodplain in accordance with the comprehensive plan. This is publicly owned land that is already designated as open space, therefore, this standard has been satisfied. Water Resources Overlay: Section 18.85.030 defines the applicability of the Water Resources Overlay. Table 18.85(1) indicates that the Water Resources standard riparian setback from the Tualatin River and associated wetland is 75 feet. Based on the plans provided, the location of the picnic shelter scales out to approximately 150 feet from the Tualatin River indicating that the 75 -foot setback is met. Staff does not have information, however, on the location of the top -of -bank or associated wetland edges. While confirmation was received that there were not wetlands within the area of the shelter, staff has not received indication that there are no wetlands within 75 feet. Staff is recommending that a condition be placed on this approval that prior to obtaining building permits, the applicant provide a detailed site plan showing that there are no wetlands within 75 feet of the proposed picnic shelter. Staff would accept a written verification from a wetland specialist stating that this was met. SECTION V. OTHER STAFF COMMENTS The Engineering Department, Utility Department, and Water Department have had an opportunity to review the proposal and have offered no comments or objections. SECTION VI. AGENCY COMMENTS The Oregon Division of State Lands, City of Tualatin, City of Durham, Oregon Department of Fish and Wildlife, US Army Corps of Engineers and Tualatin Valley Fire and Rescue have had an opportunity to review this proposal and offered no comments or objections. The Unified Sewerage Agency has reviewed the proposal and offered the following comments: FLOOD PLAIN: Site contains flood plain /flood way designations. Grading within the flood plain /way shall be done is such a manner as to preserve the flood storage and flood conveying area without effecting any upstream or downstream properties in accordance with R &O 96 -44. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 4 OF 5 SENSITIVE AREA: A "Sensitive Area" exists. Developer must preserve a 25 -foot corridor as described in R &O 96 -44 separating the sensitive area from the impact of development. The sensitive area shall be identified on plans. Staff Note: The Sensitive Lands review process will insure that the above comments are addressed. G4 August 17. 1998 PREPARED�S': Julia Powell Halduk DATE Associate Planner �_�-u • ►•A August 17. 1998 APPROVED BY: Richard Bewe•. +.rff DATE Planning Manager i:lcurpin\jul ialslr98- 07.doc 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 5 OF 5 Soccer Fields *:r 2 C 0) COOK PARK BAND PAVILION ..aatocifirovra. sv • ri-1;." Cored Area. eslroom Parity CI Colisess4,a S lard \ts-rs esItCre PICNI SHELTER 1:200 le z w 0 w ci z z CI. ci U- 0 (map is not to scale) SITE PLAN EXHIBIT MAP N ' CASE Cook Park Pavilion & Picnic Shelter SLR 98-0007 _ •_...-- .......�.��uu�������� �� 11111110111111 111U1111rii■11alUI DURHAM RD Iui - r* `�— •I i2 011111u1111111111l11w L a ri rl M. NI gn Imomm • LO „Mi , 1111111 ►,I INILWERII ylii; rA KossoR■mhb ion Je '` Miami 11` �� ■■1 mp.' 01 �► 41 i '■ ►Im�� " ■ Approx. Location of Picnic Shelter i Community Dmlopment CITY of TIGARD 0 OIOORAPMIC INFORMATION IVITNM VICINITY MAP SLR 98 -0007 Cook Park Band Pavilion & Picnic Shelter Addition N 400 800 1200 Feet 1's 788 feet City of Tigard information on this map la for general location ony end should be verified with the Development Services Division. 13125 SW Hall Blvd Tigard, OR 87223 (503) 839 -4171 httpinv w.cl.tigard.or.us Plat date Jul U. Ifpl; clrnagit onaridLip( N a) COOK PARK BAND PAVILION o. - ,,,+., • Sr..,; 11.• jriarei. 1,... °-S�i, _ .■ Ploy K , tli ai"S- ,,.�, Po�tl eO (r' Aieco,,,?jSKi"��.'y; -F, }i . U i ?Ii: i� �"� tf' i. ,.,ms's' .1; Tol Lo( �M(ph -n4: t Air; • �� 1 r.. 77 lti..0 Y 7.,'..5• . 14:`, c.' j�i :S i CITY OF TIGARD Community Devetopment Shaping Better Community CITY OF TIGILRD HEARINGS OFFICER AUGUST 24,1998 - i:oo P.M. AGENDA 1. CALL TO ORDER 2. PUBLIC HEARING 2.1 COOK PARK BAND PAVILION & PICNIC SHELTER ADDITION Sensitive Lands Review (SLR) 98 -0007 LOCATION: 7005 SW 92nd Avenue; WCTM 2S114D0, Tax Lot 00101. The subject parcel is located within the existing Cook Park, located north of the Tualatin River. PROPOSAL: The applicant has requested Sensitive Land Review approval to construct a band pavilion and picnic shelter in the Tualatin River floodway to add additional amenities to the existing Cook Park. COMPREHENSIVE PLAN DESIGNATION: Low Density Residential; 1 -5 Dwelling Units Per Acre. ZONING DESIGNATION: Single- Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre; R -4.5. The purpose of the R-4.5 Zoning District is to establish standard urban low density residential sites. The R-4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a Water Resources Overlay designation. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. 2.2 FANNO CREEK TOWNHOMES SANITARY SEWER LINE Sensitive Lands Review (SLR) 98 -0006 LOCATION: The site is located at the current northern end of SW 76th Avenue; WCTM 2S111CD, Tax Lot 00100. The proposed sewer line would extend into the approximate centerline of Fanno Creek in an area generally south of the Renaissance Subdivision and northeast of the Bond Park Subdivision. CITY OF TIGARD HEARING'S OFFICER PAGE 2 OF 3 8/24/98 PUBLIC HEARING AGENDA CITY OF TIGARD HEARING'S OFFICER AUGUST 24, 1998 - 7:00 P.M. TOWN HALL TIGARD CITY HALL, 13125 SW HALL BOULEVARD TIGARD, OR 97223 cAnyone wishing to speak on an Agenda item should sign on the appropriate sign -in sheet(s). PUBLIC NOTICE: Assistive Listening Devices are available for persons with impaired hearing and should be scheduled for Hearings Officer meetings by noon on the Monday prior to the meeting. Please call (503) 639 -4171, Ext. 320 (voice) or (503) 684 -2772 (TDD - Telecommunications Devices for the Deaf). Upon request, the City will also endeavor to arrange for the following services: Qualified sign language interpreters for persons with speech or hearing impairments; and Qualified bilingual interpreters. Since these services must be scheduled with outside service providers, it is important to allow as much lead time as possible. Please notify the City of Tigard of your need(s) by 5:00 p.m. on the Wednesday preceding the meeting date at the same phone numbers as listed above if you are requesting such services. (OVER FOR HEARING AGENDA ITEM(S) CITY OF TIGARD HEARING'S OFFICER PAGE 1 OF 3 8/24/98 PUBLIC HEARING AGENDA • PROPOSAL: The applicant has requested Sensitive Land Review approval to perform landform alterations and related construction work within wetlands, the 100 -year floodplain and floodway in Fanno Creek to provide a sewer line connection of approximately 112 lineal feet to the existing 36 -inch sanitary sewer trunkline in Fanno Creek. COMPREHENSIVE PLAN DESIGNATIONS: Medium Density Residential and Light Industrial. ZONING DESIGNATIONS: R -7; Residential. The R -7 Zoning District permits standard urban, medium density residential detached and attached residential home sites and related utilities; and I -P; Industrial Park. The I -P Zoning District permits light manufacturing, office and complementary commercial uses. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.50, 18.60, 18.62, 18.64, 18.84, 18.85, 18.100 and 18.164. 2.3 KNEZ SECOND FREESTANDING SIGN Sign Code Exception (SCE) 98 -0001 LOCATION: 8185 SW Hunziker Street; WCTM 2S101 BC, Tax Lots 00100 and 00101. PROPOSAL: The applicant has requested a Sign Code Exception to allow a second freestanding sign along the site's SW Hunziker Street frontage. COMPREHENSIVE PLAN DESIGNATION: Light Industrial; I -L. ZONING DESIGNATION: Light Industrial; I -L. The I -L Zoning District provides sites for light manufacturing and related services. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.70 and 18.114. 3. OTHER BUSINESS 4. ADJOURNMENT CITY OF TIGARD HEARING'S OFFICER PAGE 3 OF 3 8/24/98 PUBLIC HEARING AGENDA maluaraoratimm 6 D SV3eIV 030001d 0 O 3`JVNIV80 31Vf1O3OVNl 00013 HV3A -001 31VWIXOHddV 00013 HV3A -00S m O O O O O -< ov D T r N O Q 00 O T 0 xi O N m 0 N w NOI1V001 NO1103S NOILVA313 N8VW 30N3H3336 rn N H1f10W 3AOBV 'URLINV N� tiw aA 't- ri t t i Y e . 1 • • A • • -u 1'. • No Q .� Z Q '9 rn j r m 2 0 -F f 3f 0 D < A C C r r k r = R r a 8 r n §;jam D maluaraoratimm 6 D SV3eIV 030001d 0 O 3`JVNIV80 31Vf1O3OVNl 00013 HV3A -001 31VWIXOHddV 00013 HV3A -00S m O O O O O -< ov D T r N O Q 00 O T 0 xi O N m 0 N w NOI1V001 NO1103S NOILVA313 N8VW 30N3H3336 rn N H1f10W 3AOBV 'URLINV N� COOK PARK SLR 90 -0007 R90 -0008 \ SLR 92 -0003 S\ I� 11)v X 00 City of Tigard, So. terminus of SW 92nd Ave., 2S1 14D, 101, allow site work & equipment installation to develop children playground. City of Tigard, So. terminus of SW 92nd Ave., 2S1 14D, 101, allow access im ments, 1) roadway access; prove - 2) b parking; 3) trail access; oat & trailer City of and 4) relocate dock. 2S1 ity Tigard, g , N of Cook Park, & W. of 92nd 700, replace existing wetlands to iar displace elsewhere as part of a road construction project. Excavating in 100 yr, loodplain. REQUEST FOR COMMENTS REQUEST FOR COMMENTS DATE: July 28,1998 TO: Brian Rager, Development Review Engineer FROM: City of Tigard Planning Division STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: [503] 639 -4111 / Fax: [503] 684 -7297 CITY OF TIGARD Community (Development Shaping )4 Better Community SENSITIVE LANDS REVIEW ISLRI 98 -0001 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicants Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. (Please provide the following information) Name of Person's] Commenting: I Phone Number[sl: -)K >,) SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS REQUEST FOR COMMENTS DATE: July 28,1998 trr 1,fry TO: Michael Miller, Lions Manager City of Tigard Planning Division FROM: STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: [5031639 -4171 / Fax: [5031684 -7291 CITY OF TIGARD Community DeveCopment Shaping (Better Community SENSITIVE LANDS REVIEW [SLRI 98 -0007 .- COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S 114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. (PCease provide the foi ng information) Name of Person(s) Commenting: /(/jig Alter, I Phone Number[s): / q SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS CITY OF l-u JUL 3 0 1998 REQUEST FOR COMMENTS DATE: luly 28,1998 TO: Planning Manager, City of Tualatin FROM: City of Tigard Planning Division STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: (5031 639-4171 / Fax: (5031684 -7291 CITY OF TIGARD Community Development Shaping Better Community SENSITIVE LANDS REVIEW [SLID 98 -0001 ➢ COOK PARK BAND PAVILION AND PICNIC SHELTER 4 REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: i� We have reviewed the proposal and have no objections to it. Please contact ART TYRrg. — tS.Socksit P Please refer to the enclosed letter. Written comments provided below: of our office. v Please provide the fotlawing information) Name of Person(sl Commenting: ART rfFM -.E I Phone Number(s): a,2-2009 - -- 53( SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS REQUEST FOR COMMENTS DATE: July 28,1998 TO: City Manager, City of Durham JUL 3 0 1998 FROM: City of Tigard Planning Division--. STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: (503) 639 -4171 / Fax: (503) 684 -1297 RECEIVEf CITY OF TIGARD Community Development Shaping A 'Better Community SENSITIVE LANDS REVIEW (SLRI 98 -0001 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. (Please provide the following information) Name of Person(s) Commenting: C «`( ��'^j / sf T72 �D�L �VAC vis-r I Phone Number(s): 6, 3Y_ 6BS1 ? -3 l SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS REQUEST FOR COMMENTS DATE: July 28,1998 TO: John Roy, Utility Manager FROM: City of Tigard Planning Division STAFF CONTACT: Julia Powell Hajtluk, Associate Planner Phone: [503) 639 -4171 / Fax: [503) 684 -7297 CITY OF TIGARD Community cDeveCopment Shaping A Better Community SENSITIVE LANDS REVIEW [SLR] 98 -0001 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEA CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. 11 (Please provide the folkwing infotnation) Name of Person[sl Commenting: Phone Number(s): SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS 08/05/98 15:38 $503 378 4844 STATE LANDS Z002/002 REQUEST FOR COMMENTS DATE: July 28,1998 TO: Oregon Division of State Lands FROM: City of Tigard Planning Division STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: 1503) 639-4171 / Fax: [5031684 -7297 CITY OF TIGARD Comm ity (DeTopment Shaping giBetter ommunity i rno o _-I rn ..rn -4 SENSITIVE LANDS REVIEW ISLRI 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. 44 (Pfease provide the following information) Name of Person(s) Commenting: %%�ti I Phone Number's): SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS COMMENTS DATE: 8Y July 28,1998 Julia Huffman, Unified Sewerage Agency City of Tigard Planning Division STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: [5031639 -4111 / Fax: [5031684 -7297 TO: FROM: REQUEST FOR CITY OF TIGARD Community Deveropment Shaping Better Community SENSITIVE LANDS REVIEW [SLID 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. _ Please contact Please refer to the enclosed letter. Written comments provided below: of our office. v 6&ase pram& the forrowing information) Name of Person[sl Commenting: I Phone Numher[sl: f — b'l-)4A SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS DATE: TO: FROM: REQUEST FOR COMMENTS RECEIVE, . July 28,1998 US Army Corps of Engineers') L 3 0 199B City of Tigard Planning �' ion TORY BRANCH STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: (5031 639-4111 / Fax: (5031 684-7297 CITY OF TIGARD Community (Development Shaping )1 (Better Community RECEIVED PLANNING AUG 0 3 1998 CITY OF TIGARD SENSITIVE LANDS REVIEW ISM 98-0007 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. (Please provide the following information) Name of Person(sl Commenting: I Phone Number(s): SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAUREQUEST FOR COMMENTS REQUEST FOR COMMENTS DATE: July 28,1998 RECEIVED PLANNING TO: Oregon Division of State Lands AUG 1 0 1998 City of Tigard Planning Division CITY OF TIGARD STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: (5031639 -4171 / Fax: (5031684 -7291 FROM: CITY OF TIICARD Community cDejopment Shaping. Bette fr ommunity r- rnd w nu, y orn r -�4 D' vc SENSITIVE LANDS REVIEW [SLR) 98 -0001 COOK PARK BAND PAVILION AND PICNIC SHELTER REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S 114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 7, 1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. (Please provide the fodowing information) Name of Personfsl Commenting: ��� G=✓ I Phone Numher(s): SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAUREQUEST FOR COMMENTS °� Ti2-aA d P /awn uJii UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY MEMORANDUM DATE: August 4, 1998 TO: Julia Powell Hajduk, City of Tigard ti FROM: Julia Huffman, USA SUBJECT: Cook Park Band Pavilion and Picnic Shelter, SLR 98 -0007 FLOOD PLAIN Site contains flood plain/flood way designations. Grading within the flood plain/flood way shall be done in such a manner as to preserve the flood storage and flood conveying area without effecting any upstream or downstream properties in accordance with R &O 96 -44. SENSITIVE AREA A "Sensitive Area" exists. Developer must preserve a 25 -foot corridor as described in R &O 96- 44 separating the sensitive area from the impact of development. The sensitive area shall be identified on plans. 155 North First Avenue, Suite 270, MS 10 Phone: 503/648 -8621 Hillsboro, Oregon 97124 FAX: 503/640 -3525 MAILING RECORDS AFFIDAVIT OF MAILING STA`I t OAF OEGOW ) County of Washington ) ss City of 7iganf ) CITY OF TIGARD Community /Development Shaping Better Community I, Patricia L. Lunsford, being first duly sworn /affirm, on oath depose and say that I am an Administrative Specialist II for the City of 'Tigard, Washington County, Oregon and that I served the following: {Check Appropriate Box(s) Below) NOTICE OF DECISION FOR: i% AMENDED NOTICE (File No /Name Reference) City of Tigard Planning Director NOTICE OF PUBLIC HEARING FOR: ( AMENDED NOTICE (File No./Name Reference) (Date of Public Hearing) City of Tigard Planning Director Tigard Hearings Officer Tigard Planning Commission Tigard City Council E2 NOTICE OF FINAL ORDER FOR: SLR 98 -0007 - COOK PARK BAND PAVILION & PICNIC SHELTER 18/24/98 AMENDED NOTICE (File No. /Name Reference) (Date of Public Heanng) City of Tigard Planning Director El Tigard Hearings Officer Tigard Planning Commission Tigard City Council NOTICE OF: (Type /Kind of Notice) FOR:. I (File No /Name Reference) (Date of Public Hearing, if applicable) A copy of the PUBLIC HEARING NOTICE /NOTICE OF DECISION /NOTICE OF FINAL ORDER /OTHER NOTICE[S] of which is attached, mark-d Exhibit "A ", was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit on the 11 day of September 1998, and deposited in the United States Mail on the 11 day of September 1998, postag: prepaid. (Per - 're Subscribed and sworn /affirme•`:efore me on the OFFICIAL SEAL DIANE M JELDERKS NOTARY PUBLIC- OREGON COMMISSION NO. 046142 MY COMMISSION EXPIRES SEPTEMBER 07. 1999 day of i , 19 7k ittle")7,6 NOTARY PUBLIC OF OREGO My Commission Expires: V/7/9/ £XHI CITY OF TIGARD `Washington County, Oregon NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER CITY OF TIGARD Community Devetopment Shaping Better Community Case Number(s): SENSITIVE LANDS REVIEW (SLR) 98 -0007 Case Name(s): COOK PARK BAND PAVILION AND PICNIC SHELTER Name of Owner: City of Tigard Name of Applicant: Same Address of Applicant: 13125 SW Hall Boulevard Address of Property: 17005 SW 92nd Avenue Tax Map & Lot No(s).: WCTM 2S114D0, Tax Lot 00101. City: Tigard City: Tigard State: Oregon Zip: 97223 State: Oregon Zip: 97223 Request: -> AT THE AUGUST 24, 1998 PUBLIC HEARING, THE HEARINGS OFFICER APPROVED, SUBJECT TO CONDITIONS, A REQUEST TO CONSTRUCT A BAND PAVILION AND PICNIC SHELTER IN TWO (2) SEPARATE AREAS OF COOK PARK. BOTH AREAS ARE LOCATED WITHIN THE TUALATIN RIVER 100 -YEAR FLOODPLAIN AND FLOODWAY. THE PICNIC SHELTER WILL HAVE APPROXIMATELY 1,932 SQUARE FEET OF FLOOR AREA UNDER SHELTER. THE BAND PAVILION WILL HAVE APPROXIMATELY 1,325 SQUARE FEET OF FLOOR AREA AND WILL ALSO INVOLVE GRADING OF AN APPROXIMATELY 100 X 100 -FOOT AREA TO PROVIDE SLOPE TOWARD THE STAGE. Zone: R-4.5; Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre. The purpose of the R-4.5 Zoning District is to establish standard urban low density residential sites. The R-4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a water resources overlay designation. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. Action: ❑ Approval as Requested D Approval with Conditions ❑ Denial Notice: Notice was published in the newspaper, posted at City Hall and mailed to: D Owners of record within the required distance © Affected governmental agencies D The affected Citizen Involvement Team Facilitator D The applicant and owner(s) Final Decision: DATE OF FILING: SEPTEMBER 3, 1998 THE DECISION SHALL BE FINAL ON SEPTEMBER 23,1998, UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision and statement of conditions can be obtained from the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290 (B) and Section 18.32.370, which provides that a written appeal may be filed within ten (10) days after notice is given and sent. The appeal may be submitted on City forms and must be accompanied by the appeal fee(s) of $1,745 plus transcript costs, not in excess of $500. THE DEADLINE FOR FILING OF AN APPEAL IS 3:30 P.M. ON SEPTEMBER 23,1998. Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639 -4171. SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER BEFORE THE LAND USE HEARINGS OFFICER FOR THE CITY OF TIGARD, OREGON In the matter of an application by the City of Tigard for sensitive lands review approval to construct a pavilion and a picnic shelter in the Tualatin River floodway in Cook Park in the City of Tigard, Oregon I. SUMMARY FINAL ORDER SLR 98-007 (Cook Park Pavilion ) The applicant requests sensitive lands review approval to build a band pavilion: and a picnic shelter within a Sensitive Lands area in the Tualatin River floodway in Cook Park. Hearings Officer Larry Epstein (the "hearings officer") held a duly noticed public hearing to review the application on August 24, 1998. City staff recommended approval. There was no other oral or written testimony. The hearings officer approves the sensitive lands review as provided herein. H. FINDINGS ABOUT SITE, SURROUNDINGS AND PUBLIC FACILITIES The hearings officer incorporates by reference the findings about the site and surroundings in Section III of the City of Tigard Staff Reported dated August 17, 1998 (the "Staff Report "), and the findings about public facilities in Sections V and VI of the Staff Report. III. APPLICABLE APPROVAL STANDARDS The hearings officer incorporates by reference the approval standards in Section IV of the Staff Report. IV. HEARING AND RECORD 1. The hearings officer received testimony at the public hearing about this application on August 24, 1998. The record closed at the conclusion of the hearing. The testimony is included herein as Exhibit A (Parties of Record), Exhibit B (Hearing Audio Tape), and Exhibit C (Written Testimony). These exhibits are filed at the Tigard City Hall. 2. At the hearing, city planner Julia Hajduk summarized the Staff Report and the applicable approval criteria. No one else appeared at the hearing. V. EVALUATION OF REQUEST City staff recommended approval of the sensitive lands review based on the findings in section IV of the Staff Report. No one disputed those findings. The hearings officer concludes the findings in section IV of the Staff Report accurately reflect the law and the facts. The hearings officer adopts and incorporates those findings as his own. VI. CONCLUSION AND DECISION 1. Based on the findings adopted and incorporated herein, the hearings officer concludes that the proposed sensitive lands review complies with the applicable criteria and standards of the Community Development Code, provided development that occurs after this decision complies with applicable local, state, and federal laws. 2. In recognition of the findings and conclusions contained herein, and incorporating the Staff Report and other reports of affected public agencies and testimony and exhibits received in this matter, the hearings officer hereby approves SLR 98 -0007 (Cook Park Pavilion), subject to the conditions of approval in Section II of the Staff Report. DATED his 2nd day o - . tember, 1998. AtAfika&WArliv. Larry Epste' C ' City of Tig. if . . gs Officer Hearings Officer Final Order SLR 98 -0007 (Cook Park Pavilion) Page 2 Agenda Item: 2.1 Hearing Date: August 24. 1998 7:00 PM STAFF REPORT TO THE HEARING'S OFFICER FOR THE CITY OF TIGARD, OREGON Alk CITY OF TIGARD Community (Development ShapingA (Better Community 120 DAYS = 11/7/98 SECTION I. APPLICATION SUMMARY CASE: FILE NAME: COOK PARK BAND PAVILION & PICNIC SHELTER Sensitive Lands Review SLR 98 -0007 PROPOSAL: The applicant has requested Sensitive Land Review approval to construct a band pavilion and picnic shelter in the Tualatin River floodway to add additional amenities to the existing Cook Park. APPLICANT: City of Tigard OWNER: Same Attn: John Roy 13125 SW Hall Boulevard Tigard, OR 97223 COMPREHENSIVE PLAN DESIGNATIONS: Low Density Residential; 1 -5 Dwelling Units Per Acre. ZONING DESIGNATIONS: Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre; R -4.5. The purpose of the R -4.5 Zoning District is to establish standard urban low density residential sites. The R -4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a Water Resources Overlay designation. LOCATION: 7005 SW 92nd Avenue; WCTM 2S114D0, Tax Lot 00101. The subject parcel is located within the existing Cook Park, located north of the Tualatin River. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. SECTION II. STAFF RECOMMENDATION The Planning Division recommends that the Hearing's Officer find that the proposed project will promote the general welfare of the City and will not be significantly detrimental nor injurious to surrounding properties provided that development which occurs after this decision complies with applicable local, state and federal laws. Therefore, staff recommends APPROVAL subject to the following recommended conditions of approval: 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 1 OF 5 CONDITIONS OF APPROVAL PRIOR TO CONSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE SATISFIED: 1. The applicant shall obtain a tree removal permit prior to removal of any trees that are located within Sensitive Lands Areas as required by Section 18.150.030 of the Tigard Development Code. STAFF CONTACT: Julia Powell Hajduk, Planning Division (639 -4171 x 407). 2. The applicant shall provide verification from a wetland specialist that indicates the proposed picnic shelter is greater than 75 feet away from a wetland edge. STAFF CONTACT: Julia Powell Hajduk, Planning Division (639 -4171 x 407). THIS APPROVAL SHALL BE VALID FOR EIGHTEEN (18) MONTHS FROM THE EFFECTIVE DATE OF THE HEARINGS OFFICERS' DECISION. SECTION III. BACKGROUND INFORMATION Site History: Cook park is owned by the City of Tigard. There have been many land use and building approvals for this site. Some of the more recent approvals include SLR 90 -0007 for installation of play equipment, SLR 90 -0008 for access improvements and SLR 92 -0003 for road construction improvements. A master plan was approved by the City Council on June 10, 1997. The master plan shows the 2 structures proposed. City Operations Staff have been directed by the City Council to construct these 2 facilities at this time. Vicinity Information: The proposed structures are located in Cook Park. Cook Park is designated as open space and located in the 100 -year floodplain and floodway of the Tualatin River. The Tualatin River is south and east of Cook Park. To the west is property zoned R -4.5 also designated as open space and in the floodplain and floodway. To the north is single - family residential lots ranging in density from R -4.5 to R -12. Site Information and Proposal Description: The proposal is to construct 2 structures in the floodway. The first is a band pavilion located in the northern portion of the park, close to the cul -de -sac of SW 92nd Avenue. The second is a picnic shelter located in the southern portion of the park. Neither structure will be within any wetland areas. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: SENSITIVE LANDS: Section 18.84 contains regulations for lands within 100 year floodplain, wetlands and drainageways that are subject to Sensitive Lands Review. Sensitive Lands Review of proposed developments in these areas is intended to implement protection measures and to protect rivers, streams and creeks by minimizing erosion, promoting bank stability, maintaining and enhancing water quality and fish and wildlife habitat, and preserving scenic quality and recreational potential. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 2 OF 5 Floodplain: Section 18.84.040(A) states that the Hearings Officer shall approve or approve with conditions an application for landform alterations within the 100 -year floodplain based upon findings that the applicable criteria have been satisfied. The 100 -year floodplain and floodway is impacted by the proposed structure as shown within the application materials. The following findings are applicable to address impacts of this proposal on the 100 -year floodplain and floodway: Land form alterations shall preserve or enhance the floodplain storage function and maintenance of the zero -foot rise floodway shall not result in any narrowing of the floodway boundary. The applicant provided documentation from KCM Engineering that shows the proposed structures will not have an effect on the Tualatin River Floodplain. KCM modified the Army Corps of Engineer's HEC -II model of the Tualatin River for the 100 -year flood event. KCM added additional points to the cross section at river mile 9.84 (the location of the proposed structures). The cross section was then modified to include the structures. The water surface elevations did not change to the 1/100th of a foot. It is, therefore, concluded that, based on the documentation provided, the structures will result in a zero -foot rise of the floodway. Land form alterations or developments within the 100 -year floodplain shall be allowed only in areas designated as commercial or industrial on the comprehensive plan land use map, except that alterations or developments associated with community recreation uses, utilities, or public support facilities as defined in Chapter 18.42 of the Community Development Code shall be allowed in areas designated residential subject to applicable zoning standards. The park is designated residential (R -4.5) on the Comprehensive Plan Map. The proposed structures and landform alterations, however, are for community recreation uses, therefore, this standard is satisfied. Where a land form alteration or development is permitted to occur within the floodplain it will not result in any increase in the water surface elevation of the 100 -year flood. As discussed previously, the structures will not result in an increase in the water surface elevation of the 100 -year flood. The land form alteration or development plan includes a pedestrian /bicycle pathway in accordance with the adopted pedestrian /bicycle pathway plan, unless the construction of said pathway is deemed by the Hearing Officer as untimely. This standard is not applicable as the City already owns the property and it is utilized for park purposes. If and when a bike path is deemed necessary, the City will construct it in accordance with the process at that time. The plans for the pedestrian /bicycle pathway indicate that no pathway will be below the elevation of an average annual flood. For the reason mentioned above, this standard is not applicable. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 3 OF 5 No permits are necessary as there are no wetlands involved. Letters from both the US Army Corps of Engineers and the Division of State Lands confirm that no permits are necessary for the proposed structures. Where land form alterations and /or development are allowed within and adjacent to the 100 -year floodplain, the City shall require the dedication of sufficient open land area within and adjacent to the floodplain in accordance with the comprehensive plan. This is publicly owned land that is already designated as open space, therefore, this standard has been satisfied. Water Resources Overlay: Section 18.85.030 defines the applicability of the Water Resources Overlay. Table 18.85(1) indicates that the Water Resources standard riparian setback from the Tualatin River and associated wetland is 75 feet. Based on the plans provided, the location of the picnic shelter scales out to approximately 150 feet from the Tualatin River indicating that the 75 -foot setback is met. Staff does not have information, however, on the location of the top -of -bank or associated wetland edges. While confirmation was received that there were not wetlands within the area of the shelter, staff has not received indication that there are no wetlands within 75 feet. Staff is recommending that a condition be placed on this approval that prior to obtaining building permits, the applicant provide a detailed site plan showing that there are no wetlands within 75 feet of the proposed picnic shelter. Staff would accept a written verification from a wetland specialist stating that this was met. SECTION V. OTHER STAFF COMMENTS The Engineering Department, Utility Department, and Water Department have had an opportunity to review the proposal and have offered no comments or objections. SECTION VI. AGENCY COMMENTS The Oregon Division of State Lands, City of Tualatin, City of Durham, Oregon Department of Fish and Wildlife, US Army Corps of Engineers and Tualatin Valley Fire and Rescue have had an opportunity to review this proposal and offered no comments or objections. The Unified Sewerage Agency has reviewed the proposal and offered the following comments: FLOOD PLAIN: Site contains flood plain /flood way designations. Grading within the flood plain /way shall be done is such a manner as to preserve the flood storage and flood conveying area without effecting any upstream or downstream properties in accordance with R &O 96 -44. 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 4 OF 5 SENSITIVE AREA: A "Sensitive Area" exists. Developer must preserve a 25 -foot corridor as described in R &O 96 -44 separating the sensitive area from the impact of development. The sensitive area shall be identified on plans. Staff Note: The Sensitive Lands review process will insure that the above comments are addressed. August 17, 1998 PREPAREDLY: Julia Powell Hafduk DATE Associate Planner APPROVED BY: Richard Bewe i s \cu rp i n\j u l is \s I r98-0 7. d oc Planning Manager August 17, 1998 DATE 8/24/98 HEARINGS OFFICER STAFF REPORT SLR 98 -0007 - COOK PK. BAND PAVILION & PICNIC SHELTER PAGE 5 OF 5 • Soccer Fields C N 0) COOK PARK Sport Court OorAhi aniseed Arms keslroom NJ 0 0safiields Off• O BAND PAVILION per Ploy' ;1--)• ;-1:-4.1-)".1,--•?. �' ,rki (r\.1,• r1.iv t Consglon or e Areon • . Arco �;, `?�,:ro•� ' 1i• )� ,tip •. ,, 11 ►5``1'' � N(•C4 1. ,11'1)3 -RV '. "1}1.: ;•t'•If ?"1 1. �•''%1- • ti'• i -214P* l 1 4 4..•:t'•A,- • , . • ,�a'.}�.�.�- ;.{��y 1- S� \'j, \1�7.C��:♦.,. L.lti�•.,j��Y:1 :1 '1�i1�,"`-,� ?, .. r.i .1ti7t „\ 1 .1•‘.4i. / /• PICNIP SHELTER 1:200 (map is not to scale) SITE PLAN EXHIBIT MAP T N `CASE Cook Park Pavilion & Picnic Shelter SLR 98 -0007 ���ulm����� ■■ ■� UMW= ��Illlla�llll� �� l :moo so '11 �■r�q �� Ma N i \�►IIC 11111111 _� ► X111111111 � %O .d± -�•: Nun ker.1.7106W-Ral III pro. • v' • %Via Um istoov.11, oci-* 40" • • • 4.44. toitikti Aar. laRL% mil*" _ 'gyp. O MR�jj�;; l ��� II�� ■ Jr 011111111111111111I lain _ li•p viii' v.i/IirrN Approx. Location of Band Pavilion \\NN‘. , at■N,\\\. \\* .m 1111114 I • m i g111 i s, 's II.: 2 III �.:iti 11�_ Ii.I•liiI , �� , ►," pis ■ ■�:�rW, : F r♦ . ILtt1Ik1 ��■ i.. ilk■ 1 ►��. ma Approx. Location of Pia)ic Shelter • N • ail DURHAM RD I 4.1 Nip eill• 6-00P •41 JI■1111111ii NUIU!IIIuII VOITIONKI III in mill Corretunitr Dmlopment CITY of TIGARD 0 O[OORA•MIC INFORMATION SYSTEM VICINITY MAP SLR 98 -0007 Cook Park Band Pavilion & Picnic Shelter Addition • N 400 800 1200 Feet 1ti 788 feet City or Tigard Information on Ns map Is for general location only and should be v.rtfl.d With the Development Santa* DWIsIon. 13125 SW Hall Blvd 71grd, OR 97223 (503) 8384171 http../Nraw.P.tlOard.or.ua Piot date: JW I. 19911: c■aafic'dnafici)I.apr City of Tigard Attn: John Roy, Property Manager 13125 SW Hall Boulevard Tigard, OR 97223 EXHIBIT B [PAGE 1 OF 11 NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER SLR 98 -0007 COOK PARK BAND PAVILION 8 PICNIC SHELTER is \patty1labels \s1r98- 07.Ibs SLK 9f-0W"7 COMMUNITY NEWSPAPERS, INC. Legal P.O. BOX 370 PHONE (503) 684 -0360 Notice TT 9202 BEAVERTON, OREGON 97075 •City of Tigard 13125 SW Hall Blvd. •Tigard,Oregon 97223 •Accounts Payable Legal Notice Advertis • ❑ Tear; • ❑ Dupli AFFIDAVIT OF PUBLICATION STATE OF OREGON, ) COUNTY OF WASHINGTON, )SS. I, Kathy Snyder being first duly sworn, depose and say that I am the Advertising, Director, or his principal clerk, of theTigard— Tualatin T; a newspaper of general circulation as defined in ORS 193.010 and 193.020; published at Tigard in the aforesaid county and state; that the S7.13 98 -0007 Cook Park Pavi 1 i on & ShPl t-P3 a printed copy of which is hereto annexed, was published in the entire issue of said newspaper for ONE consecutive in the following issues: August 13,1998 successive and eTollo n willbe�nsidered g by the Tigard Hearings Officer on Mc ;?iday Au `gust 24, 1998, at 7 P.M., at Tigard Civic Center — Town Hz =13125SW Hall Boulevard, Tigard, Oregon. Both public, oral and writ testittony is invited. The public hearing on this matter will be conduct in acccordance;Svith the rules of Chapter 18.32 of the Tigard Municil ...Code, and rules and procedures of the Hearings Officer. Failure to raise ''issue in person or by letter accompanied by statements or evidence sui " cient to allow the hearings authority and all parties to respond preclud an appeal, and failure to specify the criterion from the Communi Development Code 'or Comprehensive Plan at which a comment directed precludes an'appeal based on that criterion. Further informati may be obtained from the Planning Division at 13125 SW H: Boulevard, Tigard, Oregon 97223, or by calling (503) 639 -4171. PUBLIC HEARING: . • SENSITIVE LANDS REVIEW [SLR] 98-0007 > COOK PARK BAND PAVILION AND PICNIC SHELTER < REQUEST: A request to construct a band pavilion and picnic shelter two (2) separate areas of Cook Park. Both areas are located within t Tualatin River 110 -year floodplain and floodway. The picnic shelter w have approximately 1,932 square feet of floor area under shelter. The ba pavilion will have approximately 1,325 square feet of floor area and w also involve grading of an approximately 100 x 100 foot area to provi. slope toward the stage. LOCATION: Cook Park, located north of tl Tualatin River at 17005 SW 92nd Avenue; WCTM 2S 114B0, Tax L 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABL REVIEW CRITERIA: Community Development Code Chapters 18.3 18.84 and 18.85. Subscribed and sworn to b ore me thisl 3t1, day of Augi C. My Commission Expires.: l•. � , li . AFFIDAVIT ' Nota�r�i Public for Oregor T1'9201 M�liGh�Au �t 13. 1998. AFFIDAVIT OF MAILING S ,A`1�t. OAP Op'ON ) County of 'Washington ) ss. City of 'Tigard CRY CITY Of TIOARD Community 'Development Shaping A Better Community I, (Patricia L. Lunsford, being first duly sworn /affirm, on oath depose and say that I am an Administrative Specia&t II for the City of Tigard Washington County, Oregon and that I served the following: (a,.aroncga.. ea., Beoori 7 NOTICE OF DECISION FOR: AMENDED NOTICE (File NojNarne Reference) ❑ City of Tigard Planning Director NOTICE OF PUBLIC HEARING FOR: AMENDED NOTICE i a ✓ r / J , No ,? ( ❑ City of Tigard Planning Director Tigard Hearings Officer ❑ Tigard Planning Commission ❑ Tigard City Council ❑ NOTICE OF FINAL ORDER FOR: 2i 0 AMENDED NOTICE (File No.Narne Reference) (Dated Public Heanny ❑ City of Tigard Planning Director ❑ Tigard Hearings Officer ❑ Tigard Planning Commission ❑ Tigard City Council 0 NOTICE OF: FOR: b I (TYPeA+r+o c Notice) (File No./Name Reference) (Date d Putwc Heanng. } acpoaei A copy of the PUBLIC HEARING NOTICE/NOTICE OF DECISION/NOTICE OF RNAL ORDER/OTHER NOTICEISI of which is attached, marked Edilbft "A ", was m -'led to ea n -med pe n(s) at the address(s) shown on the attached list(s), marked EXIiWft"8" on th i_ . day of - , _ %ll 1998, and deposited in the United States Mail on the I Y of / F. , ,/�/M 1998, postage prepaid. (Person that Prepared Notice) Subscribed and swom/affirmed before me o OFFICIAL SEAL DIANE M JELDERKS NOTARY PUBLIC- OREGON COMMISSION NO. 046142 MY COMMISSION EXPIRES SEPTEMBER 07. 1999 • day of NOTARY PUBLIC OF OREGO My Commission Expires: EXHI CITY OF TIGARD Community (Development Shaping Better Community PUBLIC NEARING NOTICE NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINGS OFFICER, AT A MEETING ON MONDAY, August 24, 1998, AT 7:00 PM, IN THE TOWN HALL OF THE TIGARD CIVIC CENTER, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223 TO CONSIDER THE FOLLOWING APPLICATION: FILE NO: FILE TITLE: COOK PARK BAND PAVILION AND PICNIC SHELTER SENSITIVE LANDS REVIEW (SLR) 98 -0007 APPLICANT: City of Tigard Attention: John Roy 13125 SW Hall Boulevard Tigard, OR 97223 REQUEST: ➢ OWNER: Same The applicant is requesting approval to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 100 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WTCM 2S114D0; Tax Lot 00101. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. ZONE: Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre: R-4.5. The purpose of the R-4.5 Zoning District is to establish standard urban low density residential sites. The R-4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a water resources overlay designation. THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF CHAPTER 18.32 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURE ADOPTED BY THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL, OR RULES OF PROCEDURE SET FORTH IN CHAPTER 18.30. \SSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED BILINGUAL NTERPRETERS UPON REQUEST. PLEASE CALL (503) 639 -4171, EXT. 320 (VOICE) OR (503) 684 -2772 LR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO LESS THAN ONE WEEK PRIOR TO THE HEARING TO MAKE ARRANGEMENTS. ANYONE WISHING TO PRESENT WRITTEN TESTIMONY ON THIS PROPOSED ACTION MAY DO SO IN WRITINc3 PRIOR TO OR AT THE PUBLIC HEARING. ORAL TESTIMONY MAY BE PRESENTED AT THE PUBLIC HEARING. AT THE PUBLIC HEARING, THE HEARINGS OFFICER WILL RECEIVE A STAFF REPORT PRESENTATION FROM THE CITY PLANNER, OPEN THE PUBLIC HEARING, AND INVITE BOTH ORAL AND WRITTEN TESTIMONY. THE HEARINGS OFFICER MAY CONTINUE THE PUBLIC HEARING TO ANOTHER MEETING TO OBTAIN ADDITIONAL INFORMATION, OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON THE APPLICATION. IF A PERSON SUBMITS EVIDENCE IN SUPPORT TO THE APPLICATION AFTER August 3, 1998 , ANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF THERE IS NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY REQUEST THAT THE RECORD REMAIN OPEN FOR AT LEAST SEVEN (7) DAYS AFTER THE HEARING. A REQUEST THAT THE RECORD REMAIN OPEN CAN BE MADE ONLY AT THE FIRST EVIDENTIARY HEARING (ORS 197.763(6). INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UPON THESE CRITERIA AND THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED. FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE HEARING ON THE REQUEST ACCOMPANIED BY STATEMENTS OR EVIDENCE SUFFICIENT TO ALLOW THE HEARINGS AUTHORITY AND ALL PARTIES TO RESPOND PRECLUDES AN APPEAL, AND FAILURE TO SPECIFY THE CRITERION FROM THE COMMUNITY DEVELOPMENT CODE OR COMPREHENSIVE PLAN AT WHICH A COMMENT IS DIRECTED PRECLUDES AN APPEAL TO THE LAND USE BOARD OF APPEALS BASED ON THAT ISSUE. ALL DOCUMENTS AND APPLICABLE CRITERIA IN THE ABOVE -NOTED FILE ARE AVAILABLE FOR INSPECTION AT NO COST OR COPIES CAN BE OBTAINED FOR TWENTY -FIVE CENTS (250 PER PAGE, OR THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. AT LEAST SEVEN (7) DAYS PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO COST, OR A COPY CAN BE OBTAINED FOR TWENTY -FIVE CENTS (250 PER PAGE, OR THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLANNER JULIA POWELL HAJDUK, ASSOCIATE PLANNER AT (503) 639 - 417-1, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223. -7�v� ��� ■■ !1111 11 � 1� riff ����� +�fi''is '�� ����` i ' .1111111 r�'� : yip 111 l ■■Ii1/ i�TIIC 11111111 _� et% W: tkV:III . .nnSHOIZ I111 hnTmiirina .: illri�"�: Pi Fillik‘44 11! ....... 1 ....„:„ r.r I11 in.i.�� i1���..,. i III/ ��■■.■■. ��.�� /,. �1 ....l.i■..0 =�1£� -�- .....,..../........ a ran mititammastitra ■ d■f1 I' CITY of TtGARD VICINITY MAP SLR 98 -0007 Cook Park Band Pavilion & Picnic Shelter Addition n ma am am CTy of Tiptd SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL 5L 9 g —7 OtOi. Peek AAA,D m V/Llb/V prJ rj( St4CL 7W. 41D/ non./ (pi, 0) EXHIBIT B �2 14A0 -01500 TIGA I CI OF 13125 LL RD, OR 97 23 2S114BD -04400 GREENOUGH JAMES W & CAROL C 9965 SW JURGENS LANE TUALATIN, OR 97062 2S 114CA -00301 TUALATIN CITY OF PO BOX 369 TUALATIN, OR 97062 14D0 -00200 TUAL COURTFtrt-LUB PO BO ALATIN, OR 062 2 4AC -00700 TIGAR ITY� 13125ySWiTAtJ T16 1RD, OR 97 2S114CA -00300 TUALATIN COUNTRY CLUB PO BOX 277 TUALATIN, OR 97062 2S 114D0 -00100 UNIFIED SEWERAGE AGENCY 155 N FIRST AVE STE 270 HILLSBORO, OR 97124 14D0 -00200 TUALA OUNTR - UB PO BOX 27 TU IN, OR 97 Soccer fields IU; BAND PAVILION PICNI9 SHELTER 1:20° (map is not to scale) SITE PLAN EXHIBIT MAP T N a z w 2 1.6 O. w ♦0 z z a re 0 L 0 CASE Cook Park Pavilion & Picnic Shelter SLR 98 -0007 MP' ...E,T",. 1 S 1I ", ow +warm ;f if oga �� ► 4111111111 . Is in =a ikierAW 111-RPQ1.1% MIN itr‘U 1,1„,-.. 011 AI I b■ II EI 47 .0 wir.114allall • ■Simm■fauuu ■•u■. ■t ■D III /11M. Ol/NIAM �, rev , am ao # 1.11111:11111111 /N.Iiiii<<i.1iii ill itailloomm. mom le :m Huai um II, ���. In ilia ��i �� /%,�1 Imm•III umenusrvaalimim" igi 6.11711 Approx. Location of Picnic Shelter DURHAM RD CITY of TIGARD INII AV I ; 110 no ` V? 1 iiiik A irIU!/IflI! v-24 inaard IfterTMEMW-ii JT1I III U 0 OEOORAPNIC INFORMATION VICINITY MAP SLR 98 -0001 Cook Park Band Pavilion & Picnic Shelter Addition N 400 800 1200 Feet V. 788 feet City of Ti ward Information on this map Is for general location only and should be verified with the Development Services DMsbn. 13125 SW Hall Blvd Tigard. OR 97223 (503) 639 -4171 hNn•/Auu..... ',owl "I.... Community Development Not due: Jul 16, 1998: c\magitlmagit01.apr CITY OF TIGARD Community Development Shaping Better Community CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER Case Number(s): SENSITIVE LANDS REVIEW (SLR) 98 -0007 Case Name(s): COOK PARK BAND PAVILION AND PICNIC SHELTER Name of Owner: City of Tigard Name of Applicant: Same Address of Applicant: 13125 SW Hall Boulevard City: Tigard State: Oregon Zip: 97223 Address of Property: 17005 SW 92nd Avenue City: Tigard State: Oregon Zip: 97223 Tax Map & Lot No(s).: WCTM 2S114D0, Tax Lot 00101. Request: -> A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. Zone: Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre: R -4.5. The purpose of the R -4.5 Zoning District is to establish standard urban low density residential sites. The R -4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a water resources overlay designation. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.84 and 18.85. Action: - -> ❑ Approval as Requested © Approval with Conditions Notice: Notice was published in the newspaper, posted at City Hall and mailed to: Owners of record within the required distance The affected Citizen Involvement Team Facilitator Final Decision: 9> DATE OF FILING: El ❑ Denial Affected governmental agencies The applicant and owner(s) THE DECISION SHALL BE FINAL ON ,1998, UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision and statement of conditions can be obtained from the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290 (B) and Section 18.32.370, which provides that a written appeal may be filed within ten (10) days after notice is given and sent. The appeal may be submitted on City forms and must be accompanied by the appeal fee(s) of $1,745. plus transcript costs, not in excess of $500. THE DEADLINE FOR FILING OF AN APPEAL IS 3:30 P.M. ON ,1998. Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639 -4171. SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER NOTICE OF 8/24/98 HEARINGS OFFICER PUBLIC HEARING REQUEST FOR COMMENTS DATE: July 28,1998 TO: Per Attached FROM: City of Tigard Planning Division STAFF CONTACT: Julia Powell Hajduk, Associate Planner Phone: (5031 639-4111 / Fax: (5031684 -1291 CITY OF TIGARD Community (Development Shaping (Better Community SENSITIVE LANDS REVIEW [SLID 98 -0001 COOK PARK BAND PAVILION AND PICNIC SHELTER 1 REQUEST: A request to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 110 -year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WCTM 2S114B0; Tax Lot 00101. ZONE: R -4.5; Residential, 4.5 units per acre. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. Attached is the Site Plan, Vicinity Map and Applicant's Statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: Friday, August 1,1998. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. Written comments provided below: of our office. (Ptease provide the following it formation) Name of Person(sl Commenting: I Phone Number(s): SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL/REQUEST FOR COMMENTS *REQUEST FOR COMMENTS NOTIFICATION LIST FOR LAND USE & COMMUNITY DEVELOPMENT APPLICATIONS CRArUU (C) (9 (SI (WI" CITIZEN INVOLVEMENTTEAMS ® Plus far rsvlswla library CIflasktsJ FILE NO[SM.: S1-R 9 ?-con 7 FILE NAMEISI: Cook Pqrk �i.,� 1�9v ;/, .r, /�'c�,Y r�'{ �F�✓ CITY OFFICES; ADVANCED PLANNING/Nadine Smith, Plann).a s.P.n,..r _ COMMUNITY DVLPMNT. DEPT./cmomnt. s,n:.. T.rhnouu. POLICE DEPT. /Jim Wolf, Crime P.A./woo., on.., _ BUILDING DIV. /David Scott, Building OMl.ial ✓ ENGINEERING DEPT. /Brian Rager, o.amnt. Rev wv Erg as ,(HATER DEPT. /Michael Miller, op.ra..n.Managar _ CITY ADMINISTRATION/Cathy Wheatley, cry R...m.r /..---OPERATIONS DEPT. /John Roy, Property Manager _ OTHER SPECIAL DISTRICTS _ TUAL HILLS PARK & REC. DIST.* ✓ TUALATIN VALLEY FIRE & RESCUE * UALATIN VALLEY WATER DISTRICT O "UNIFIED SWRGE. AGENCY +1t Planning Manager Fire Marshall Administrative Office Julia Huffman/SWM Program 15707 SW Walker Road Washington County Fire District PO Box 745 155 N. First Street Beaverton, OR 97006 (place in pick -up box) Beaverton, OR 97075 Hillsboro, OR 97124 N"LOCALANU STATE JURISDICTIONS _ CITY OF BEAVERTON * Planning Manager _ Mike Matteucci, rraa. coops. PO Box 4755 Beaverton, OR 97076 CITY OF DURHAM * City Manager PO Box 23483 Durham, OR 97281 -3483 _ CITY OF KING CITY * City Manager 15300 SW 116th Avenue King City, OR 97224 _ CITY OF LAKE OSWEGO * Planning Director PO Box 369 Lake Oswego, OR 97034 _ CITY OF PORTLAND David Knowles, Panning Bureau Dir. Portland Building 06, Rm. 1002 1120 SW Fifth Avenue Portland, OR 97204 CITY OF TUALATIN * Planning Manager PO Box 369 Tualatin, OR 97062 _ METRO • LAND USE & PLANNING * 600 NE Grand Avenue Portland, OR 97232 -2736 _ Paulette Allen, Growth Management Coordinator _ Mel Huie, Gre nspace. Coontinator (CPA'a2OA'a) DEPT. OF FISH & WILDLIFE 2501 SW First Avenue PO Box 59 Portland, OR 97207 _ OR. DEPT. OF GEO. & MINERAL IND. 800 NE Oregon Street, Suite 5 Portland, OR 97232 OR. DEPT. OF LAND CONSERV.& DVLP 1175 Court Street, NE Salem, OR 97310 -0590 _ METRO AREA BOUNDARY COMMISSION 800 NE Oregon Street _ Building #16, Suite 540 Portland, OR 97232 -2109 _ OR. DEPT. OF ENERGY Bonneville Power Administration Routing TTRC - Attn: Renae Ferrera PO Box 3621 Portland, OR 97208 -3621 OREGON DEPT. OF TRANS. (01)0T) Aeronautics Division Tom Highland, Planning 3040 25th Street, SE Salem, OR 97310 ODOT, REGION 1 * Sonya Kazan, Nitwit. R... coord. 123 NW Flanders Portland, OR 97209 -4037 _ OREGON, DEPT. OF ENVIRON. QUALITY 811 SW Sixth Avenue _ Portland, OR 97204 ODOT, REGION 1 • DISTRICT 2A * Jane Estes, Permit Specialist PO Box 25412 Portland, OR 97298 -0412 //OR. DIV. OF STATE LANDS 775 Summer Street, NE Salem, OR 97310 -1337 OR. PUB. UTILITIES COMM. 550 Capitol Street, NE Salem, OR 97310 -1380 �- IJS ARMY CORPS. OF ENG. . 333 SW First Avenue PO Box 2946 Portland, OR 97208 -2946 _ WASHINGTON COUNTY #E Dept. of Land Use & Trans. 155 N. First Avenue Suite 350, MS 13 Hillsboro, OR 97124 _ Brent Curtis (CPA's) _ Scott King (CPA's) _ Mike Borreson (Engineer) _ Jim Tice (IGA's) _ T om Harry (Current Pt Apps.) _ Phil Healy (current Pl. Appel _ Sr. Cartographer(cPAacA -MS 14) UTILITY' PROVIDERS AND SPECIAL AGENCIES BURLINGTON NORTHERN/ SANTA FE R/R Reed Fay, Division Superintendent 1313 W. 11th Street Vancouver, WA 98660 -3000 _ COLUMBIA CABLE COMPANY Craig Eyestone 14200 SW Brigadoon Court Beaverton, OR 97005 _ GENERAL TELEPHONE Elaine Self, Engineering MC: ORO30546 Tigard, OR 97281 -3416 _ METRO AREA COMMUNICATIONS Jason Hewitt Twin Oaks Technology Center 1815 NW 169th Place, S -6020 Beaverton, OR 97006 -4886 NW NATURAL GAS COMPANY Scott Palmer 220 NW Second Avenue Portland, OR 97209 -3991 _ OREGON ELECTRIC R/R (Burlington Northern/Santa Fe R/R Predassor) Reed Fay, Division Superintendent 1313 W. 11th Street Vancouver, WA 98660 -3000 _ PORTLAND GENERAL ELECTRIC Brian Moore,Svc.Design Consultant 9480 SW Boeckman Road Wilsonville, OR 97070 _ PORTLAND WESTERN R/R Steve Myhr, Region Manager Catellus Property Management 999 Third Avenue, Suite 2120 Seattle, WA 98104 -4037 _SOUTHERN PACIFIC TRANS. CO. R/R Clifford C. Cabe, Construction Engineer 5424 SE McLoughlin Boulevard Portland, OR 97232 _ TCI CABLEVISION OF OR. Linda Peterson 3500 SW Bond Street Portland, OR 97201 _ TRI •MET TRANSIT DVLPMT. Michael Kiser, Project Planner 710 NE Holladay Street Portland, OR 97232 US WEST COMMUNICATION Lori Domey, Engineering Dept. 421 SW Oak Street, Rm. 110 Portland, OR 97204 O • LNOICATU AUTOMATIC NOTIRCATION If WITHIN !SO. Of Tilt SI/s /NC! mortar, FOR ANY /ALL CITY'ROILCIS. tPROJLG! MANNLR IS ASSIPONS/sLL itrON INDICATING IMAMS TO Non/T/ h:\patty4nasters\ACnotice.mst . 16- Jan-98 FIII E piii agli ■I i!IIIpawl :: �� �I► mot& 1.. ■. ■/I��m... • pww4 40 %IMO -kw .��� „ W . vs NEN • Iii■ E:JI; fr., . ■ ■..� ■.11111��� ■� ■■ ■. 111111k awuM / �� at. •�A A. 11 VIM Min % ;r' �� i� C: •.I��', at X111 APP al. imsronvir /1111 ■ s mmmo m 1- :ma � rum Le III mud momn I ■ ■■ ■iii i■■■- I wj-. I4 1111111 lairmigioalloalil !'!. baba II we mai Community Development Approx. Locatio of Picnic Shelter DURHAM RD CITY of TIGARD .41 Vii► to- 640 alga .1 AIME& Al rommum INE Mlle MEI GEOGRAPHIC INFORMATION SYSTEM VICINITY MAP SLR 98 -0001 Cook Park Band Pavilion & Picnic Shelter Addition • N 400 800 1200 Feet 1'= 788 feet City of Tigard Information on this map is for general location only and should be verified with the Development Services Division. 13125 SW Hall Blvd Tigard, OR 97223 (503) 639-4171 http:Owww.cl.tigard or us Plot date: Jul 16. 1998: c\magic\magic0l.apr CITY of TIGARD 2S1148D04400 2S114AC00100 25114A001500 2S11 • 10` 2S114CA00300% 251140000100 iUIII �I�I ■MIN1u111 *V7 VAC Siiii 11404// ISA" Aiwa- re inetrApill Iva NI. am Ng lip iitam LIMN III/ m l am pJk iimn.taiim,,1. IIIIIIIIuIl�I!u!u�j L&JVI*iX3j I� 1111 WI ■ � ii� 251140000200 Community Doe Ispeent GEOGRAPHIC INFORMATION SYSTEM AREA NOTIFIED 250' SLR 98 -0007 COOK PK. BAND PAVILION PICNIC SHELTER ADDITION 400 • N 800 1'= 797 feet City of Tigard 1200 Feet Information on this map is for general location only and should be verified with the Development Services Division. 13125 SW Hall Blvd Tigard, OR 97223 (503) 639 -4171 htlp:th wv.d.tlgard.or. us Plot date: Jul 10, 1998: c magic \magic0l.apr APPLICANT MATERIALS SENSITIVE LANDS APPLICATION 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684-7297 CITY OF TIGARD GENERAL INFORMATION Property Address/Location: Cook Park , City of Tigard J7c7r s 5w 9z,1 Tax Map & Tax Lot #(s): 100, 101 Tax map 251 140 ?Si�LfQ Site Size: 52 acres Property Owner /Deed Holder(s)*: City of Tigard Address: 13125 SW Hall Phone: 503 - 639 -4171 City: Applicant *: Same Address: N/A Phone: N/A City: N/A Zip: N/A Tigard, OR Zip: 97223 * When the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application. PROPOSAL SUMMARY The owners of record of the subject property request a Sensitive Lands Permit to allow (please be specific): The construction of a Band Pavilion and Picnic Shelter at Cook Park, The Band Pavilion will have approximately 100' x 100' of grading work to slope towards the Pavilion for seating on the grass. 1 PRE -APP. HELD WITH: DATE OF PRE -APP.: 5/19/98 Julie Hajduk FOR STAFF USE ONLY Case No.(s): SLA 9 '-" °07 Other Case No.(s): Receipt No.: ,(,4 Application Accepted By: ,rPh' Date: 6-,Z? - 9S Date Determined To Be Complete: % -' Comp Plan/Zone Designation: CIT Area: Rev. 8 /31/96 t: curplrAmasterslsla.doc REQUIRED SUBMITTAL ELEMENTS ✓ Application Elements Submitted: Application Form ❑ Owner's Signature/Written Authorization ❑ Title Transfer Instrument or Deed ❑ Site /Plot Plan (8'/7 "x 11") (# of copies based on pre -app check list) ❑ Applicant's Statement (# of copies based on pre-app check list) ❑ Filing Fee (Administrative) $ 745.00 l f. (Hearing's Officer) $1,240.00 List any VARIANCE, CONDITIONAL USE, SENSITIVE LANDS, OR OTHER LAND USE ACTIONS to be considered as part of this application: APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. (Detailed Submittal Requirement Information sheets can be obtained, upon request, for all types of Land Use Applications.) THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property. DATED this day of c ✓t; 19 Owner' ' ignature Owner's Signature Owner's Signature Owner's Signature 2 DIVISION OF STATE LANT VA, aterway Project Permit Review Division of State Lands 775-Summer Street NE Salem, OR 97310 '' 503- 378 -3805 503 378 -4844 FAX Corps Public Notice No.: 98-776 Corps Coordinator: Jan Stuart DATE: July 6, 1998 State Project No.: RF -15449 DSL Coordinator: Bill Parks (ext. 234) Applicant: Jeff Danchok Please return comments to the Division of State Lands by: July 27, 1998 Application involves: O Structure • Fill • Removal ❑ Riprap ❑ Coastal Zone O Willamette Greenway O LWRMP ❑ Scenic Waterway • Wetlands ❑ Essential Salmonid Habitat O Water Quality Limited Stream for Notice of Permit Application The attached proposal has been received for work within the waters of the State of Oregon. If you wish to make written comment on the proposed project, please use this form or attach comments and return it to us. This form is a self - addressed mailer for your convenience. Please affix proper postage. A public hearing may be requested within 25 days from the date of this notice. If a public hearing is requested, the director of the Division of State Lands will decide whether a public hearing will be held based on the merits of the request and the level of public interest. THIS NOTICE IS NOT A PERMIT I have reviewed the attached information and offer the following comments: %Er A - 2' -4 -• La->-4.3 permit is required by this agency. O We do not believe the project would have an adverse effect. O We believe the effects of the project, although measurable, would be acceptable. O We believe the project would be acceptable if methods of construction or design were altered as listed below O We would attend a conference with the applicant to seek project alternatives. O This project will adversely affect Threatened and Endangered Species. (please explain below.) O The project is unacceptable as proposed. (Please explain below.) Cl We have no comment. COMMENTS: A•enc \\saleml\fo\fomuVetter c.d O l w! J JOINT 1, PERMIT APPLICATION FORM- ,,F = :� r� . S SEND ONE SIGNED COPY OF YOUR APPLICATION TO EACH AGENCY District Engineer DIVISION OF STATE LANDS State of Oregon ATTN: CENPP -OP-GP .. _TATI_ L5Itiff Division of State Lands P 0 Box 2946 �I QED NUS 775 Summer Street NE Portland, OR 97208 -2946 iLi la uu,� I S A c 3 Salem OR 97310 • 503- 326 -7730 503- 378 -3805 CI ApplicantName S >> G n c h a k business phone # (5 03) G 3 s- 7o o 0 and Address S 4-7 S 5v,/ Er- r, s * 2 d, home phone #603) Z 9 2- - 3 Ls 9 Pori--land, OR 97 2_2c FAX# (5o3) 323- 3080 O Co-Applicant S-/-e ph e" C- • H 0 It PE, ILL f. business phone �Sc 3� a Si- 5' 3 7 3 ® Authorized Agent L < „I 7----.,4, �„c . I t ® PROPOSED PROJECT PURPOSE & DESCRIPTION .Project Purpose and Need: �[ 1 J1 L f 1 G$]e,7V S,/ SG, Ij.G~7 2- /•.,e //'0"7 C7CIs 7;-,? SCi-,, 744..-7 7—,,,, Ic 1;. t/ i-o Se•-vict An // Z.- 5 /obodivisio -y Project Description: 1 / r / J G /J c1�c i s 7. ter, 6 0'� l- -7 l l.-C � lc y 4 i' i s I. /1 " S a /4, % a✓ 7 //L G F/ T.4.-c/ Lve_�/Q -�,JJ G.✓ . S.- e_ /' /4n5 S //Q cfj eal. / tS c j a-c Spo► )s w; )l be_ h4,leJ oPf /J O C 2 r''7 c- ,Ao/ /rs G.,aj 3 /4,"lc 41.,.c� recr /'•�2c bbedJ;4:9, `/7 /0 Li., ;.c c `, f /;ID Lv;l: he 5f, ;rp <1 T'o /L" dec/%, 5TCc./t,..IQG! 4r1 471 t,..;)► the rc�doccc) ca .F %er- sa- „)4. -7 i.,,rfc /Icis ;o o., al L,4 e..7 Se as S/70 n 0-i l3 /y4hr. 4.- ;5i -7c7 , GJa c.. -,�II 112 / -.4,%7 4�,�n <� a l' COI, -,/7 /t /A-i h . How many project drawing sheets are included with this application? Z NOTE: A complete application must include drawings and a location map submitted on separate 81/2X 11 sheets. Will any material, construction debris, runoff, etc. enter a wetland or waterway? 0 Yes ® No W A If yes, describe the type of discharge (above) and show the discharge location on the site plan. '- +14.'d -4 Estimated Start Date 7 "/S ' g Estimated Completion Date 8 - /S- S 8 QS PROJECT IMPACTS AND ALTERNATIVES Describe alternative sites and project designs that were considered to avoid impacts to the waterway or wetland. e...)4:71-..e.-,7 SCE, f La.., / ;H F —a,-. West' G Gros r/ 7L4x Lei- Z-00/ b' Ga yd Owntf hats bee-' fin coo , e —<4;Vt ih 4 /lOw4ys us 11C ,h;'s eC. Ser. e�T Describe what measures you will use (before and after construction) to minimize impacts to the waterway or wetland. - /7c✓ �vv�'7 c.0 -r c_ -7 /- -. c)dl2 0P .Sc, c—,L�..li c-, Olr,//� - Sgvc @xtS4. L0 So1/_ h' Jbe r e /.ct d ay c'✓ edi.d uv%eo( C� I'tSS ..+ n .5 Q 1G� W � T � lr c -PG./ P [ s c rJ /�'!; X !,�/ h t -a �1 �, ; s /Du I- jis, vL cal 4rc4S het L0 ter. f e-at NOTE: If necessary, use additional sheets. © ADDITIONAL INFORMATION Adjoining Property Owners and Their Addresses and Phone Numbers Ti.- Zoo - phi /0 S S //7 Chr ;sfe,sen,►slogS 7r.G +S �vc/f:f4'4/ R,972L4 (S43)620-4367 TL 300 - ke•,i !. A"7 1)471-0,1, /S73S SW 7( Ave. Wo f4.4c r\ oo �-L *oc - 144.ve�/ /<, 74 uJS IS7G0 SW `7G+4./1,,e �Se `j 3) 63-32 4 Sec Attic c- h e Has the proposed activi or any related activity received the attention of the Corps of Engineers or the State of Oregon in the past e.g.Cetland delineation. violation, permit, lease request, etc.? ® YES 0 NO If Yes, what identification number(s) were assigned by the respective agencies: Corps State of Oregon# GPI r / COUNTY PLANNING DEPARTMENT AFFIDAVIT (to be completed by local planning official) ()This project is not regulated by the local comprehensive plan and zoning ordinance. 0 This project has been reviewed and is consistent with the local comprehensive plan and zoning ordinance. 0 This project has been reviewed and is not consistent with the local comprehensive plan end zoning ordinance. Consistency of this project with the local planning ordinance cannot be determined until the following local approval(s) are obtained: An application 0 Conditional Use Approval 0 Plan Amendment p ) @'Other 542 cA41 J L a. ie 2V1 e ti O Development Permit OZone Chance 0 has �N has not been mcde for local approvals checked above. 45-,„).AP/Quaor- �fS�'0 7-11, a"-1 Signa ure (of load planning official) Title City/COLA-11'y ® COASTAL ZONE CERTIFICATION If the proposed cctivity descibed in your permit application is within the Oregon coastal zone, the following certification is required before your cpplcaticn can be processed. A public notice will be issued with the certification statement which will be forwarded to the Oregon Department of Lcnd Conservation and Development (DLCD) for its concurrence or objection. For cddriond information on the Oregon Coastal Zone Management Progrcrn, contact the department ct 1175 Court Street NE. Salem, Orecan 97310 or call 503- 373-0050. CERTIFICATION STATEMENT I certify that, to the best of my knowledge end bete` the proposed activity described in this cppfccion complies with the approved Oregon Coastal Zone Management Procram and will be completed in a manner consistent with the program. Print /Type Name Trite Appfic za t S+gicture Date SIGNATURE FOR JOINT APPUCATION (REQUIRED) Application is hereby made for the activities desa-bed herein. I certify that I cm fcrnllicr with the information ccntcined in the application. end to the best of my knowledge and belief, this inforrnction is true, complete, and acc. ate. I further certify that I possess the authority including the necessary requisite property interests to undertake the proposed activities. 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 pe rmits requested quested before commencing the project. I understand that local permits mcy be required before the state removal -till permit is issued. i understcnd that payment of the required state processing fee does not guarantee permit issuance. ae�, Dat(co( Prinffrype Ncne (cccPpLccrnr) IThe (cocpLccnr) I certify that I mcy act as the duly /authorized agent of the applicant. / C. 4 le. 1i,,/1 ear Pry ; : ypE Nome ( /3/5 8 DCe ? MENTAL WETLAND IMPACT INFORMATlOA. (FOR WETLAND FILLS ONLY) Site Conditions of impact area • - Impact area is 0 Ocean 0 Estuary 0 River 0 Lake 0 Stream ® Freshwater Wetland Note: Estuarian Resource Replacement is required by state law for project involving intertidal or tidal marsh alterations. A separate Wetlands Resource Compensation Plan may be appended to the application. Has a wetland delineation been completed for this site? ® Yes 0 No If yes, by whom: • Describe the existing Physical and biological character of the wetland /waterway site by area and type of resource (use separate sheet and photos, if necessary) S wc4- Ic -.d o1��- ,e��G.7 YCi4oe T L D s L Resource Replacement Mitigation Describe measures to be taken to replace /unavoidably impacted wetland resources _ jpe S i s -1 4 it., , r7 4.44, 1- 1` G /` cF \(4 i.cf e'C ''s 7/ -, 'f'."� c S • S�XC C,r�� vL �G�;1 /% �ht C�ci•51,.„ q /LBiac‘cS c ���� 5�� \ 6/7741,.. , ' c_ ..S- a. I. 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To U.S. Hwy 101 • • •14..:■7,1 1! S.1 Loon._ I § r. IR- - ff. - ... : !LIN*. iso .F.4fry 'II J., ve .4 sv 0 ..1„,::: ti 17 ivtip ....i,.. _. , IV the 85 4 i . i -Cl 1 . mu, " ,, 1 ••-40. A.211r me .... 1 ...... 0. v -NAI N.NN itt!.1 i.A• 0 ti V 81.vn r „.. - . ,..4.., ri.1:., 11:T ?II' -1 r"C" It• . . -rFrE rk 0 imr„ 8 TIVPI'R, .12.1./.1_,,_41:1 --144 g t.13, IMP I} • - ••• e -sw Av • S. - .°?!2"0■-,. 01 t • Di? 1.4A 74/ a-•- • • i • 8 15, 411 S. .!6TII Ay -4-5_I -t-I' fol, m § • P '... • .."-.4.? :.1t il i;ao's:1 , C...1 ,..4... '....... .6..n 11_ .1 '" J''' - \st• I x v.....• .. i. iv. .1...r• l'-' „...::1).> lit "fp 1.1 • -.in Ay .... ra , i,;,,.1,..............„_. • w•......);-4,-,,;-..,. .4.1 sw 'IAN kittniic's, I'!" '':•.1.4..- ; ; ■•■•••• its.6. _I• e i ;■ '40,• AkIKAAIM • " AY vim Is/it '4)1 • !'-' 7:11,1!! S'41•11.K.alr L l'Iff il !!! tS .orii * •T.• is z ......!..!..w„,,,,..cr. , 4.. 4., .1. f.....,. • IVR9 ...P4.::::;VIVVIIMIt . I Ay.; ..'f'.'' .fintNIIK., AV :i• ..1'...-131....41.. ..4t)t - f' • 72((n AV k 1114 g 7.Jrnsill GTO ‘,1 7111.1.4' LZIn 1141. TicWro !•■••1111..... ;1.-• ../ <0141 9r, r , . /. SI •,••••-•..._ • • K ALSO • <0 re.° • s'• n is 9 rj , • • 2 'SA C44 tt :4 440 .5. 0111■11: • 10( ails AK • S. I 11 CJ I 0 • 2;!ilkir;.. 11 R g g v 3 .1 a P • 2 r. • u,y r..MJ,J YJ l.,i'WI.•,.- r,.rr, . .JM. • ••• .• ,.• - • .. compost,'i,. other soil amendment should be added to the top 4-6' of the facility prior to .. planting. • ,Seeding rates and mixtures will vary according to light, soli, and water regime present at a given site. Apply by hydroseed, hand broadcast, or standard planting, as appropriate. Vame: USA WQD Fealties Mix -Moist 13 rd ; X .. ) Condition: Moist /Transition Areas between wet and dry/ Sun to Shade lead Slue wndrys (Elymus glaucus) relive California brome (Bromue carinatue) Aeadow Barley (Hordeum brachyantherum) 'riot flailS! moist areas • • lined halrgrass (Deschampsla cespftose) tedfescue bunchgrass (Festuca rubra) \ a� tzt `� Placement /Mix Rate 30% mix, Shade, on slope 0 lbs PLS / acre 35% mix, sun, on slope 10 lbs PLO /acre 35% mix, sun, on slope 13 lbs PLS /acre 50% mix, sun, flat slope 1 -2 lbe PLS /acre 50% mix, sun, gat slope 10 lbs PLS / acre W 1an�. '.....:. • (3e�n Bars- '. • 0 • Name: USA WQD Facilities Mix • Wet al a fie n d area /s7r X 13) Condition: Standing Water to Motet / Frequently Wet Zone / Anaerobic eons / Sun Seed Western manna -grass (Olycerta oocldentafs) American siougtgrass (Beckmannis sysigachne) Beldc Rush (Juncos Baillcus) Beaked sedge (Carex matrata) • Placement / Mix 40% In mix, sun 40% In mix, sun 10% In mix, sun or shade 10% In mix, sun . 2Sr''bui.cir `..;1. Cr y,')• f ' • ;1,.. w�./r1X A /ktar d; ��b :d'a.ri i • ,•. • : — T'. /o w,. •- • . Wit l.n01-Stall Seals, • .w /.M./X t3 • • Ili,, w__ _.= a �A.rgo C.,.•a t.h T�!r.,.,v 14 —a 401 t• C4. SQL 97 1 1, %i 3er5a,:J.A . FEMA 100 YEAR 000' .. • . ' • PLAIN ELEVATION (EL. 132) • • W2ve . Hand h ?AC1ark • Rate* 0-8 lbs PL9 /acre 18 Ibs PLS / acre 1 -2 lbs PLO / acre 7 lbs PLS / acre 7-4/0 /� ert.'a Go' • no Soni•14r7 w.444nd Cr. t.cinl <-4 4.7 er Ti,ar.ol p.„„„. Cr. sit T r...,h.r. , G —ia -9E • CMdVt'. ron • F /a. d Mw P. -ylf [ • $.eci all -1.1+0,b,...1 s.:1, s w W:�h Geed hrx Sh....n 0 ,o. zl • • WA CLA f „Q„ CLASS •,A„ ��� . .; W� • tT /•cc Eie„1;r5 oy. �k is /)10i( li W- i.on -�,-• h svRr.([ Rtst0aAlwH VOUHD ER 111 01 10 0 101 SPL [ V1 [ .° x ] n'" AS socc.n(D OVER iRMCH to ALLOW _ _ • FOR S[ta(u[Hl < Z� • v.,,,. 4 1170,4 7fS vm �' •,[ _.AWNS./ M1( S "O plljrlo e[INVUC[e •' MIN rp.srte • giS1VRe(D • ZVPOSNRe(0 �� p,-.f ,( Iff • \ ti••. .. % . . . . . . u. lt3.J5 ,Lr • • • • • SANITARY' SEWS; • LINE "W't - oa . • • ws�m •. 1/i PIP( 0.0. t. • 2� H Re r[us ' 1 • • . V ,SVIY FOP (VP PC f of -' i� .• The subsoil of the facility should be de compacted. Native topsoil (free of weed species), C C. 1 ` %....I. .,n. e f • compost, or other soil amendment should be added to the top 4-6' of the facility prior to . . . • ' PIP( O0. PLUS A' 4W. POP PIP[ SuALI[R M.H 1•' planting. . , li- . S • , • Po( 00. PLUS •' IAN. POP PIP( le• AHO uRCU • „Seeding rates and mixtures will vary according to light, soil, and water regime present at a ' }7 a F T' 4.. `f . given site. Apply by hydroseed, hand broadcast, or standard planting, as appropriate. s 3, • ....7 / Name: USA WQD Facilities Mix •Wet Wcfiand area (/�7rX Q ` ./0.•98 . . Condition: Standing Water to Moist / Frequently Wet Zone / Anaerobic soils / Sun TRENCH BACKFILL Seed Placement /Mix Rate• Western manna -grass (Glyceria occidental's) 40% In mix, sun E5IDs PLS /acre D E TA I LS American aloughgrass (Beckmannis syzigachne) B 40 % In mix, sun 16 Ibs PLS / acre elbc Rush (Juncus Ballicus) 10% In mix, sun or shade 1 -2 lbs PLS / acre No. 0200 —CH5 Beaked sedge (Carex rostrata) 10% in mix. sun 7 lbs PLS /acre re, iir Je00 ,..� Jo ..- 1 _ 1+00 0e50 c ,G 2 e C Z 0+0, . . • • • • " " • • • • • • r ri,...•.,,...... . . . . .. • . . . . . . . . 5 „ I ,.4,,:l b•-lq— • • . '' ' . . < 1+00 0e50 c ,G 2 e C Z 0+0, C.1-'10 1'w cu ri vN.. .y ■•••■■... uul1.N l,•,.••.,........,... ,.,,...�.. .. 1111FASTWeb" Property Detail 63211111 Main Menu Open Order Check Status Trouble Help •pen • •er •a'-,• -r -equest 1 ** FASTNav (Go To) ** I.I Property Information Owner(s) = Patton Kent D & Amy Sager Parcel /;._- .:?- 25- 1- 12CD-00300 -001 Property 15735 76th Ave _- Coord ; 2S 1 12CD Tigard, OR 97224 Census Tract 308.02 Mailing Addr 15735 Sw 76th Ave County Washington Tigard OR 97224 Owner Phone Legal ACRES 1.88 Characteristics Us e'Vacant Land (nec) Year Built 1920 Sq—Feet_' 1666 Zoning 4TIG Lot Size A1.88 # of units Bedrooms 3 Bathrooms 2 Fireplace #Rooms Quality Heating ' Forced Air Pool/Spa Air Style. Stories Improvements Parking Detached Garage Flood __-__.. Attributes CONT. FOOTING FOUNDATION; GABLE ROOF TYPE; WOOD EXTE Property Sale Information Sale Date 06/28/90 $/Sq. FL $0.00 2nd Mtg. Sale Price $150,000 1st Loan Prior Sale Amt $71,250 Doc No. Loan Type Prior Sale Dt 08/01/78 Doc Type Warranty Deed Xfer Date 06/29/90 Prior Doc No. Seller Lender Prior Doc Type Tax Information _ -_. _ - imp value Land Value Total Value Tax Amt $179,250 $250,190 $3,406.31 Exemption - Tax Year /Area 1997 / 023.74 Tax Value $250,190 Improved 28% Information deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 2:44pm PST ©1998 The First American Financial Corporation of 1 6/11/98 3:16 PM HWAS71Neb'" Property Detail rr.--- Main Menu Open Order Chock Status Trouble Help • pen Order Customer Request " FASTNav (Go To) " I v Property Information Ovmer(s) Christensen Phillip E & Sally C Parcel # ' 2S- 1- 12CD-00200-001 Property 15685 76th Ave Map Coord ; 2S- 1 -12CD Tigard, OR 97224 Census Tract 308.02 Mailing Addr 15685 Sw 76th Ave County Washington Tigard OR 97224 Owner Phone 503/620 -4367 Legal DURHAM ACRES, LOT 15, ACRES 1.88 Characteristics Use Vacant Land (nec) Year Built 1948 Sq. Feet 1448 Zoning 4TIG Lot Size A1.88 # of units Bedrooms 2 Bathrooms 1 Fireplace #Rooms Quality Heating Wall Furnace Pool /Spa Air Style Stories Improvements Parking Detached Garage Flood Attributes STEM WALL FOUNDATION; HIP ROOF TYPE; WOOD EXTERIOR; Property Sale Information Sale Date 08/01 /88 $/Sq. Ft. $0.00 2nd Mtg. Sale Price $95,000 1st Loan Prior Sale Amt. Doc No. Loan Type Prior Sale DL Doc Type Xfer Date Prior Doc No. Seller _ Lender Prior Doc Type. Tax Information Imp Value $73,180 Exemption Land Value $145,130 Tax Year /Area 1997 / 023.74 Total Value $218,310 Tax Value $218,310 Tax Amt $2,972.28 Improved 34% Information deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 2:43pm PST 01998 The First American Financial Corporation 3f 1 6/11/98 3:15 PM •• •.•■ aavr. �..J — �.. --- -• miv. / /L_1.SL •.vv a.aua.• rv...rr ... •a....LauYr t.•• • SIy •_ .w........F a✓ •...`.acv a� L -+111( 1111FASTWeb' property Detail Main Menu Open Order Check Status Trouble Help • pen • • er ustomer • equest * ** FASTNav (Go To) ** I I v Property Information Owner(s) . :Knauss Harvey L Parcel # = - - 2S- 1- 12CD-00400-001 Property 15760 76th Ave Map Cooed - , 2S- 1 -12CD Tigard, OR 97224 Census Tract 308.02 Mailing Addr 14383 Sw Mcfarland Blvd County Washington Tigard OR 97224 Owner Phone 503/639 -3264 Legal DURHAM ACRES, LOT 9 & PT 8, ACRES 2.13 Characteristics Use Property Sale Information Sale-Date— 08/01/69 S/Sq Ft_ ; $0.00 2nd Mtg. Sale Price 1st Loan Prior Sale Amt Doc No 754 -344 Loan Type Prior SaleDt 08/01/69 Doc T YPe Xfer Date Prior Doc'No. Seller Lender ' Prior Doc Type Tax Information Imp-Value ! ;$64,610 Exemption Land Value - $195,500 Tax Year /Area 1997 / 023.74 Total Value $260,110 Tax Value $260,110 Tax Amt $3,541.38 Improved 25% nformation deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11198 at 2:45pm PST ©1998 The First American Financial Corporation 1 of 1 6/11/98 3:17 PM 1.3 I rr a r AS7Web Property Detail Main Menu Open Order Check Status Trouble Help FASTNav (Go To) ** Property Information Owner(s) Sun Lei Parcel # 2S- 1 -12CA- 12500 -001 Zhang Li Property 15603 76th Ave Map Coord ; 2S- 1 -12CA Tigard, OR 97224 Census Tract 308.02 Mailing Addy 15603 Sw 76th Ave County - Washington Tigard OR 97224 Owner Phone Legal RENAISSANCE WOODS NO.2, LOT 49, ACRES .21 Characteristics Use Sfr Year Built 1992 Sq. Feet 2777 Zoning DMTG Lot Size A0.21 # of units Bedrooms 4 Bathrooms 3 Fireplace 1 #Rooms Quality Heating Forced Air PooUSpa Air Style Stories Improvements Parking Basement Flood Attributes CONT. FOOTING FOUNDATION; GABLE ROOF TYPE; WOOD EXTE Sale Date Sale Price Doc No. Doc Type Seller 02/23/93 $198,000 $/Sq. Ft. $0.00 1st Loan Loan Type Warranty Deed Xfer Date 02/26/93 Lender 2nd Mtg. Prior Sale Amt. Prior Sale Dt. Prior Doc No. Prior Doc Type Imp Value Land Value Total Value Tax Amt $176,510 $52,250 $228,760 $3,114.53 Exemption Homeowner Tax Year /Area 1997 / 023.74 Tax Value $228,760 Improved 77% Information deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 2:47pm PST ©1998 The First American Financial Corporation fl 6/11/98 3:19 PM HJ 1 tv co rrupct ly 1JC W of 1 11L1p :// INIWCU1 LuaLvy '....nuJI ptr l vYi CLau- a..)rr: 1IFAS7Weif Property Detail Main Menu Open Order Chock Status Trouble Help pen • • -r ustomer Request 1 ** FASTNav (Go To) — I., Property Information Owners) Collins Calvin W & Nadia R Parcel # 2S- 1 -12CA- 12600 -001 Property 15617 76th Ave Map Coord ; 2S- 1 -12CA Tigard, OR 97224 Census Tract 308.02 Mailing Addr 15617 Sw 76th Ave County Washington Tigard OR 97224 Owner Phone 503/684 -5873 Legal RENAISSANCE WOODS NO.2, LOT 50, ACRES .18 Characteristics Use Sfr Year Built 1992 Sq. Feet 2886 Zoning DMTG Lot Size A0.18 # of units Bedrooms 4 Bathrooms 3 Fireplace 1 #Rooms Quality Heating Forced Air PooUSpa Air Style Stories Improvements Parking Basement Flood Attributes CONT. FOOTING FOUNDATION; GABLE ROOF TYPE; WOOD EXTE Property Sale Information , Sale Date 11/10/92 $ /Sq. Ft. $0.00 2nd Mtg. Sale Price $213,767 1st Loan Prior Sale Amt. Doc No. Loan Type Prior Sale Dt Doc Type Warranty Deed Xfer Date 11/16/92 Prior Doc No. Seller Lender Prior Doc Type Imp Value Land Value Total Value Tax Amt $195,480 $52,250 $247,730 $3,372.82 Exemption Homeowner Tax Year /Area 1997 / 023.74 Tax Value $247,730 Improved 79% Information deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 2 :48pm PST ©1998 The First American Financial Corporation 6/11/93 3:19 PM ty.) l • 1 VFJ\.1 l j ■•■•■■••, 11 LW dl tau• •• S,v . - 1. • - 1111FAS7Web Property Detail —"Alp Flan 1 VFl _^ Open Order Check Status Trouble Help • pen • • er us omer ' equest '* FASTNav (Go To) " I . Property Information Owner(s) Hansen Glenn M & Brenda L Parcel # ` - 2S- 1 -12CA- 12700-001 Property 15622 76th Ave Map Coord ; 2S- 1 -12CA Tigard, OR 97224 Census Tract 308.02 Mailing Addr 15622 Sw 76th Ave County Washington Tigard OR 97224 Owner Phone Legal RENAISSANCE WOODS NO.2, LOT 51, ACRES .14 Characteristics Use Sfr Year Built 1993 Sq. Feet 2786 Zoning DMTG Lot Size =- A0.14 # of units Bedrooms 3 Bathrooms 3 Fireplace 1 #Rooms Quality Heating Forced Air Pool/Spa Air - . Style Stories Improvements Parking Garage Flood Attributes CONT. FOOTING FOUNDATION; HIP ROOF TYPE; WOOD EXTERI Property Sale Information Sale Date _ 07/19/93 $/Sq. FL $0.00 2nd Mtg. Sale Price $236,000 1st Loan Prior Sale Amt Doc No. Loan Type Prior Sale Dt. Doc Type Warranty Deed Xfer Date 07/23/93 Prior Doc No. Seller Lender Prior.Doc Type Tax Information Imp Value $204,720 Exemption Homeowner Land Value $54,860 Tax Year /Area 1997 / 023.74 Total Value $259,580 Tax Value $259,580 Tax Amt $3,534.17 Improved 79% Information deemed reliable but not guaranteed. Experian- Updated through 0327/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 2:48pm PST ©1998 The First American Financial Corporation >f l 6/11/98 3.20 PM rnaa ••.......r....� • loft au.j .. .......... ......... ....•—..... - -_.� •.......-r.r-...r�.. -..,.r .._. _�.�..�.._ u 1,1 IAS7Web" property Dell Open Order Check Status Help • pen • • er us Omer • equest " FASTNav (Go To) "' I • Property Information Owner(s) :''Tigard City Of Parcel # ._- r2S- 1 -12CA- 13400-001 Property Map Coord ; 2S- 1 -12CA Tigard, OR Census Tract 308.01 Mailing Addr - 13125 Sw Hall Blvd County Washington Tigard OR 97223 Owner Phone RENAISSANCE WOODS NO.2, TRACT D (GREENWAY), ACRES 1.40, NON- ASSESSABLE Characteristics Use °° Municipal Property Year -Built S Feet "_ Zoning Lot Size A1.40 # of units Bedrooms Bathrooms Fireplace #Rooms Quality Heating PooUSpa Air Style Stories Improvements Parking Flood Property Sale Information Sale Date S /Sq. Ft. $0.00 2nd Mtg Sale Price 1st Loan Prior Sale Amt. Doc No. Loan Type Prior Sale DL Doc Type Xfer Date Prior Doc No. Seller Lender - - Prior Doc _Type .._ YPe Tax Information Imp Value Exemption __ Land Value Tax Year /Area 1997 / 023.74 Total Value Tax Value Tax Amt Improved % Information deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 2:49pm PST 81998 The First American Financial Corporation 6/11/98 3:21 PM #INFAS7Web" Property Detail Open Order Trouble • pen • • er ustomer Request " FASTNav (Go To) " I - Property Information Owner(s) :Castile James/audrey Parcel # ; > "- "7 ';2S- 1- 12DC-01500-001 Esau Ema E Property 15715 74th Ave Map Coord ; 2S- 1 -12DC Tigard, OR 97224 Census Tract 308.02 Mailing Addr 8100 Sw Durham Rd County . Washington Tigard OR 97224 Owner Phone Legal =_"`; ' -: __ FANNO CREEK ACRE TRACTS, LOT PTS 3-6, ACRES 4.65 Characteristics Use Industrial (nec) Year Built Sq. Feet Zoning YI5 Lot Size A4.65 # of units Bedrooms Bathrooms Fireplace #Rooms Quality Heating Pool/Spa Air Style Stories Improvements Parking Flood Property Sale Information Sale Date 09/05/96 $/Sq. Ft ' $0.00 2nd Mtg. Sale Price $400,000 1st Loan Prior Sale Amt. Doc No. Loan Type Prior Sale Dt Doc Type Xfer Date Prior Doc No. Seller Lender Prior Doc Type Tax Information Imp Value $6,900 Exemption Land Value $180,170 Tax Year /Area 1997 / 023.74 Total Value.. $187,070 Tax Value $187,070 Tax Amt ;_ $2,546.94 Improved 4% nformation deemed reliable but not guaranteed. Experian- Updated through 03/27/1998 Property Detail Comparable Sales Neighbors Tax Map Street Map Area Services Demographics School Information New Search landtech 6/11/98 at 3:04pm PST ©1998 The First American Financial Corporation )f I 6/11/98 3:36 PM .•• ... ..•••.,,,.,,• ,_ 11 11•1•1. WASHINGTON COMTE 04E0011 SCALE I• 100' LJ 1 IGL•L) WI. Yr IS ISO' A' ft 1701 r 41k * CHURCHILL WAY* 10 23 -74 Le tyr IC411.. w,,,,u1, 1 SEE Y14 to 1 11111 004 ASIESSUENT 4044014 0011 00 Nor MY ON /OA MY 004(4 u1E. TIGARD 2S I I2CD S(( NA. if 1 If CO SC( MY UIRa SCALE 1• • IOW SC( NAf 4400 EDURHAM S(( MA. It I I(0( TOO .Y h FOR ASS(SSM(M7 PVR.OSCS ONLT DO NOT AEU ON fOR ANT 0TN(R US( TIGARD 2S I I2CA w/401■4ll1/. IMMIT OREGON SCALE I'. IOC• rl 100 AJI4 100.5/1 510 SOUTHER a TIGARD JNDl3 CC i a , S.W. KABLE LANE I N.r w: N•. � Iq0 /.III. I , FI >e N PACIFIC STRIAL PARK I , I f� 1 123-74 n 1 r � c , �v 1■0471.un 1.1 WTI Me. 4,11110.10, IS[ WP It I 1100 CC - 101 o , trot J F: 101.01 .0 e 701 II LoIA. ��' Xx•1.�'J' l• '.r u N. _r 4211 SCC MAP Slue POT ASICS30CNT POOPOIC1 ONLY 00 NOT NCLT ON ION ANY 0711C11 OSC 1 TIGARD 2S I I2DC COE No. / - 7Z, DSL No. Rr- /-- -/-51' WATER QUALITY 401 CERTIFICATION Public Notice DEPARTMENT OF ENVIRONMENTAL QUALITY Notice issued: 7 -(9 WHO IS THE APPLICANT: See the attached Department of State Lands (DSL) and or Corps of Engineers (COE) permit application. WHAT IS PROPOSED: See the attached DSL and or COE permit application on the proposed project. DESCRIPTION OF DISCHARGES- See the attached DSL and or COE permit for details. NEED FOR CERTIFICATION: Under Section 401 of the Clean Water Act, any activity that requires a federal permit or license requires certification from the State that any discharge will meet the requirements of the Clean Water Act and State water quality standards. PUBLIC PARTICIPATION: Written comments must be received by 5 p.m. no later than thirty days from the notice issued date at the Oregon Department of Environmental Quality, Water Quality Division, 811 S.W. 6th Ave., Portland, Oregon 97204 to be included in the official record. Public comments should specifically include new data addressing how the project would affect requirements of the Clean Water Act and Oregon water quality standards. The applicant, any affected state, or any interested agency, person or group of persons, may request a public hearing with respect to this certification application. If the Director determines new data would be produced. a public hearing will be held prior to the director's final determination. There shall be notification of such a hearing. HOW TO GET ADDITIONAL INFORMATION: The application and related documents are available for inspection during the public comment period, Monday through Friday, between 9:00 am to noon and 1:00 pm to 4:00 pm at DEQ's Portland office. Please call in advance for an appointment 229 -5279. People wishing to receive a copy of the DSLJCOE application can call DEC at {503) 229 -5279 or toll free in Oregon at 1- 800 - 452 -4011. Public Records Act charges may apply. Persons with a hearing impairment can receive help by calling DEQ's TDD number at (5031 229 -6993. WHAT HAPPENS NEXT: After the conclusion of the public participation period, the permit will be issued as proposed, issued with modifications, or denied, depending on comments received during the public participation process. Interested parties can request to be notified of the final determination by writing or calling the Department at the above address. ACCESSIBILITY INFORMATION: This publication is available in alternate format {e.g. large print, braille) upon request. Please contact Ed Sale in DEC Public Affairs at 229 -5766 to request an alternate format. 811 SW Sixth Avenue Portland, OR 97204 -1390 (503) 229 -5696 TDD (503) 229 -6993 DEQ-1 Reply to Attention of: Construction - Operations Division DEPARTMENT OF THE ARMY PORTLAND DISTRICT, CORPS OF ENGINEERS P.O. BOX 2946 PORTLANUD, OREGON -9-7208 -2946 SUBJECT: Nationwide Permit Verification Case No: 98 -776 Jeff Danchok 8475 SW. Ernst Road Portland, Oregon 97225 Dear Mr. Danchok: This is your Department of the Army authorization to install 112 linear feet of an 8" sanitary sewer line through a wetland adjacent to Fanno Creek near Tigard, Washington County, Oregon (Section 12 T2S/R1E). Fanno Creek is a water quality limited stream and requires that turbidity monitoring reports be submitted to Oregon Department of Environmental Quality (See Implementation Conditions #13 and #14). This letter verifies that your proposed activities as presented in your application (Enclosure 1) are authorized under the terms and limitations of Nationwide Permit Number 12, as described in Enclosure 2. Your activities must be conducted in accordance with the conditions presented in Enclosures 3 and 4. Failure to comply with any of the listed conditions will render your authorization invalid and could result in the assessment of civil penalties. Permits, where required, under Oregon's Removal/Fill Law, as well as other appropriate local authorizations, must also be obtained or your authorization will not be valid. This verification is valid until June 28, 2000, unless the nationwide permit expires, is modified, reissued, or revoked prior to that date. All the nationwide permits, except Nationwide Permit 26, are scheduled to be modified, reissued or revoked in February, 2002. Nationwide Permit 26 will expire on December 13, 1998. If you commence or are under contract to commence this activity before the date the nationwide permit expires, is modified or revoked, you will have twelve months from the date of the modification or revocation to complete the activity under the present terms and conditions of the current nationwide permit. -2- If you have any questions regarding our nationwide permit authority, please contact me at the above address or telephone (503) 808 -4381. Sincerely, 1 - i Jan S art, Ph.D. Project Manager Regulatory Branch Enclosures Copies Furnished: ODEQ (Rosetta) ODSL (Parks - DSL No: RF- 15449) DLCD CO -GP (Black) w /Application Land Tech, Inc. (Hale) w/Enclosures • . JOINT JUN 1 ri 1998 °R�,.. REGULATORY 'c �i�. 0 �;, .,;. is . "1.7 US Army Corps PERMIT APPLICATION FORM S`r'i`°",')- -z, of Engineers THIS APPLICATION WIU. MEET THE REQUIREMENTS OF BOTH AGENCIES •.,••' Portland District 1 8 s 9 AGENCIES WILL ASSIGN NUMBERS Corps Action ID Number 67# 00 7 • Oregon Division of State Lands Number F SEND ONE SIGNED COPY OF YOUR APPLICATION TO EACH AGENCY • District Engineer State of Oregon ATTN: CENPP -OP-GP Division of State Lands P 0 Box 2946 775 Summer Street NE Portland, OR 97208 -2946 Salem OR 97310 • 503- 326 -7730 503 -378 -3805 � business phone # 03) G 3 -S- 7v o a AppconName Se -c- i n c h o and Address 8 4-7 5 SW Erns * R ct home phone #603) 3) 2- 9 2.- 3 IS loom -land, OR 47 ZZS FAX# (50 3) 323- 30 So • 0 Co-Applicant SI e_ ph e C. . H a Ie. , P E, PL S business phone # (so 3) 2 5/- 53 S 3 • Authorized Agent L <, I T a A/ .17;7C . iit O Contractor s � 3 s s w CA n >10,7 L., stc 40 2_ home phone # Name and Address ,) o .- f /and , o a 9 7 L Z S. FAX # C S o 3 > Z 5 t / _ _ ) 6 , 3 Property Owner business phone # 11 (f different than applicant) home phone # Name and Address FAX # 0 PROJECT LOCATION Street, Road or other descriptive location TA 4- e a s ./- /. • ,1 d o-f +7 s W 7 ,4., e, Nor +1 -, o sr 51ry 0ur1-, a.--, )Z al, 7-Ay Cof /00 WLT/r7 2S1 I Z'-D Legal Description Quarter Section Township Range S / Z Z So,,Lt, I E. In or Near (.519)r Town) / r ci/'� County GSI7rH4 / 0 Tax Map # Tax Lot # 13 I I LG• /0O Waterway River Mile /G /7 rs c� Cr e e_ k Latitude Longitude / f' S. 11 / „7, yS Is consent to enter property granted to the Corps and the Division of State Lands? to Yes 0 No PROPOSED PROJECT INFORMATION Activity Type: 0 Fill 0 Excavation (removal) 0 In -Water Structure 0 Maintain /Repair an Existing Structure Brief Description: y.•, s /1 / Z : " 54.+,.Ia.- 41.-1 c Z ,"401,4.IP s '„d 1- ex/14,i r. °" k I,-,e. Fill will involve cubic yards annually and /or cubic for the total yards project cubic yards in a wetland or below the ordinary high water or high tide line Fill will be 0 Riprap 0 Rock 0 Gravel 0 Sand 0 Silt 0 Clay 0 Organics 0 Other • Fill Impact Area is Acres; / id length; width; depth Removal will involve - cubic yards annually and /or cubic for the total yards project cubic yards below the ordinary high water or high tide line Removal will be 0 Riprap 0 Rock 0 Gravel 0 Sand 0 Silt 0 Clay 0 Organics 0 Other • Removal Impact Area is Acres; // • , length: ?'i9 width; depth • Is the Disposal area: Upland? 0 Yes 0 No Wetland / Waterway? 0 Yes 0 No Are you aware of ,ny Endo. g reci Species on the project , :!e' 0 Yes ' No i If Yes. please explain in the project Are you aware of any Cultural Resource. co the project site? 0 Yes ® No description (on page 2. block 4). Is the project site near a Wild and Scenic River? 0 Yes ':.' No ..a---de---4---- • F. oject Purpose and Need: t_ i o $.rv;CC- / JSED PROJECT PURPOSE & DESCRIPTION a" ah /1 Lo+ 5c.• bd;v,•s;v -� oject Description: L 1 f TA ,/7 X i.c 71--; s G O11 r tl /c / r 4 e_ o �j�caJS /S C/ a-F 5 '9 0►)s w.11 %, h4,1eJ �� rr // y p S 4//h `� v 7 S /let e �f . o-c i.-iri /14+�e., �(-++ e . 4 . 1 reak /,2c b e d s , /7 O T 2 /�'� c7%olr� 4 n� 3 %' /I S st 4! o /z" d cc, 5fa c-k� ;)etzi 4 �'�;1� r,.�ll 6c .,����c /0 y 41 L.,: I) t rC / Ged Q 7 r4H/74v -y /'N i7r.`IC IO-f OyG1 7AC/7 as 5/7ou..n Oh fl4ys- fir•5,74 cf --ail cr;/f /Je ow many project drawing sheets are included with this application? Z OTE: A complete application must include drawings and a location map submitted on separate 8112X 11 sheets. /ill any material, construction debris, runoff, etc. enter a wetland or waterway? 0 Yes ® No we- 1 ?'' { ° „' 1./ wtFlwwi� 4�'4 yes, describe the type of discharge (above) and show the discharge location on the site plan. stimated Start Date % -/S S Estimated Completion Date 8 — /S— S 8 PROJECT IMPACTS AND ALTERNATIVES >escribe alternative sites and project designs that were considered to avoid impacts to the waterway or wetland. P--X1-.-e- kid SGy,14. -, Lee-, F ✓o.. W's�' a CroS r fox G�t11Zoo/ b. Ownc"+ r) 'aS Lee-, veicoo /ei41'' Vc /h 411owi% -fs' !JS 7-rtc 24SC/tiE'4l %'0 re.- >escribe what measures you will use (before and after construction) to minimize impacts to the w terway or wetland. P ..- � �1 �' r7 ____ ll” � G J . o -r ! —. I'� r d <l l 2 ci e ■-•-• /.e IX..") n XtST�aS Y- So;/ * be. r y' /icc.d oye✓ diriuv,eot' -- csecci w I, c 1S /c /Lr�x u��te �i•�;Shtd — /pc, C�tS��+v� for !r�'C4S Ace-A /-e DOTE: If necessary. use additional sheets. A I• t a S ADDITIONAL INFORMATION \djoining Property Owners and Th it Addresses and Phone Numb FL. 2_0(1) — ph% /1.'j1 s SG /ij- Chr;sfe.�Sen,)s�BS -re_ 300 — Kcni- A.Sy p47teyr /s73S sW 7( Ave. TL ¢VO — /fary ey ki74 u'S I S7G0 SW /76 ".Ai./e . S t /�-7`ic e-h e d 764's 4vc/ L1,a.of, °A, 9722.4 (So3)6a0 -43(07 �Ne 1'4•4u tr\ a0 e3) 639J / -32G4- ins the proposed activi or any related activity received the attention of the Corps of Engineers or the State of Oregon the past, e.g. wetland delineatior)violation, permit, lease request, etc.? ® YES 0 NO f yes. what identification number(s) were assigned by the respective agencies: Corps # State of Oregon# / COUNTY PLANNING DEPARTMENT A ■ViT (to be completed by local planning official) 0 This project is not regulated by the local comprehensive plan and zoning ordinance. 0 This project has been reviewed and is consistent with the local comprehensive plan and zoning ordinance. 0 This project has been reviewed and is not consistent with the local comprehensive plan end zoning ordinance. . (0Consistency of this project with the local planning ordinance cannot be determined until the following local approval(s) are obtained: 0 Conditional Use Approval 0 Plan Amendment Other 5:214-C1)11 t a 1,1,1S le€,v/e c� 0 Development Permit OZone Chance An application 0 has @' has not been made for local approvals checked above. ssc�l uuar- )(.7 o F i a.-J u Sgnature (of local planning official) Trite City / Coun ty COASTAL ZONE CERTIFICATION if the proposed activity described in your permit application is within the Oregon coastal zone, the following certification is required before your application ccn 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 (DLCD) for its concurrence or objection. For cdditional information on the Oregon Coastal Zone Management Program. contact the department at 1175 Court Street NE Salem. Oregcn 97310 ar call 503- 373-0050. CERTIFICATION SrAT IENr 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 Trtie Applicant Signature Date SIGNATURE FOR JOINT APPUCATiON (REQUIRED) Application is hereby made for the activities described herein. I certify that I cm fcrruiicr with the information contained in the application, and. to the best of my knowledge and belief, this information is true, complete, and accurate. I further certify that I possess the authority inducting the necessary requisite property irrterests to undertake the proposed activities. I understand that the granting of other permits by load county, state or federal agencies does not release me from the requirement of obtaining the permits requested before commencing the project. I understand that local permits may be required before the state removal -fill permit is issued. I understand that payment of the required state processing fee does not guarantee permit issuance. e-q1 r, ofrtc 6.0L� Print/Type None (cxrolcanf) rite (cocppbcanr) I certify that I may act as the duly authorized agent of the applicant. S er, Cl /7 4 r! �y, i*r e a r 13Ae (/3/2 S Dare EMENTAL }WETLAND IMPACT INFORMA11O7 • (FOR WETLAND Fius ONLY) :ite Conditions of impact area - -npact area is 0 Ocean 0 Estuary 0 River 0 Lake 0 Stream ® Freshwater Wetland • • iote: Estuarian Resource Repla cement is required by state law for projects involving intertidal or tidal marsh alterations. A eparate Wetlands Resource Compensation Plan may be appended to the application. -las a wetland delineation been completed for this site? ® Yes 0 No f yes, by whom: Describe the existing Physical and biological character of the wetland /waterway site by area and type of - esource (use separate sheets and photos, if necessary) • 1)SL sit T Resource Replacement Mitigation Describe measures to be taken to replace e /unavoidably impacted wetland resources /— ��eSic).� q I/5.,M �l r - v4 1.J es.C'S ,-9 '�,ecS I h.-C. C X/ S / , � S / L i -r c ti c i p T/ C j C /' la., A 191 .7 T pfor" -) W Or // 1 S e-4 4 S;ch < N� ✓t�4/4 / Sont e n Co u n hexer \ d/.�•c 01 riSJ Because this information is not necessary for a complete application. you may submit this sheet and other environmental nformation after submitting your application. NATIONWIDE PERMIT Nationwide Permit 12 authorizes discharges of dredged material or fill material associated with excavation, backfill or bedding for utility lines, including outfall and intake structures, provided there is no change in preconstruction contours. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous, liquid, liquefiable, or slurry substance, for any purpose, and any cable, line, or wire for the transmission for any purpose of electrical energy, telephone and telegraph messages, and radio and television communication. The term "utility line" does not include activities which drain a water of the United States, such as drainage tile, however, it does apply to pipes conveying drainage from another area. This nationwide permit authorizes mechanized landclearing necessary for the installation of utility lines, including overhead utility lines, provided the cleared area is kept to the minimum necessary and preconstruction contours are maintained. However, access roads, temporary or permanent, or foundations associated with overhead utility lines are not authorized by the nationwide permit. Material resulting from trench excavation may be temporarily sidecast (up to three months) into waters of the United States provided that the material is not placed in such a manner that it is dispersed by currents or other forces. The District Engineer may extend the period of temporary side - casting up to 180 days, where appropriate. The area of waters of the United States that is disturbed must be limited to the minimum necessary to construct the utility line. In wetlands, the top 6" to 12" of the trench should generally be backfilled with topsoil from the trench. Excess material must be removed to upland areas immediately upon completion of construction. Any exposed slopes and stream banks must be stabilized immediately upon completion of the utility line. The utility line itself will require a Section 10 permit if in navigable waters of the United States. (See 33 CFR Part 322). Notification: The permittee must notify the District Engineer in accordance with the "Notification" general conditions, if any of the following criteria are met: a. Mechanized landclearing in a forested wetland; b. A Section 10 permit is required for the utility line; c. The utility line in water of the United States exceeds 500 feet; or, d. The utility line is placed within a jurisdictional areas (i.e., a water of the United States), and it runs parallel to a streambed that is within the jurisdictional area. 2. QUALIFICATIONS CONDITIONS Case No: 98 -776 The Corps of Engineers has determined, based on available information, that the proposed work is in conformance with the enclosed terms and conditions of the authorizing Nationwide Permit (Enclosure 2) and with the following listed "Qualification Conditions ". However, the permittee is responsible for verifying that his activities are and continue to be in conformance with these terms and conditions throughout the execution of the authorization. 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly maintained to ensure public safety. 3. Aquatic Life Movements. No activity may change stream gradients or substantially disrupt the movement of aquatic life indigenous to the waterbody, including those species which normally migrate through the area, unless the activity's primary purpose is to impound water. 4. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a "study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely effect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service.) 5. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 6. Federal Endangered Species. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act, or which is likely to destroy or adversely modify the critical habitat of such species. Note: Authorization of an activity by a nationwide permit does not authorize the take of a threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with incidental take provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and non - lethal takes of protected species are in violation of the Endangered Species Act. 7. State Endangered Species. No activity is authorized under any NWP which is likely to have adverse impacts to species listed by the State of Oregon as threatened, endangered or sensitive, unless approved by the appropriate state agency. S. Historic Properties. No activity which may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized unless, until the DE has complied with the provisions of 33 CFR Part 325, Appendix C. 9. Water Supply Intakes. No discharge of dredged or fill material may occur in the proximity of a public water supply intake except where the discharge is for repair of the public water supply intake structures or adjacent banks. 10. Shellfish Production. No discharge of dredged or fill material may occur in areas of concentrated shellfish production, unless the discharge is directly related to a shellfish harvesting activity authorized by NWP 4. 11. Mitigation. All feasible and prudent alternatives to avoid and minimize impacts to waters of the United States shall be considered. Discharges of dredged or fill material into waters of the United States must be minimized or avoided to the maximum extent practicable at the project site (i.e., on- site), unless the District Engineer approves a compensation plan that the District Engineer determines is more beneficial to the environment than on -site minimization or avoidance measures. Compensatory wetland mitigation, where practical, shall be required in accordance with Oregon guidelines for compensatory wetland mitigation. 12. Spawning Areas. Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. 13. Obstruction of High Flows. To the maximum extent practicable, discharges must not permanently restrict or impede the passage of normal or expected high flows or cause the relocation-of the water (unless the primary purpose of the fill is to impound waters). 14. Adverse Effects From Impoundments. If the discharge creates an impoundment of water, adverse effects on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the maximum extent practicable. 15. Waterfowl Breeding Areas. Discharges into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 16. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 17. Local Land Use Planning. Proposed work must be consistent with local comprehensive plans and implementing ordinances. 18. Compensatory Mitigation Sites. Proposed work which would adversely impact previously required Federal or state compensatory mitigation or restoration efforts can not be authorized by a Nationwide Permit. 19. Territorial Seas. Proposed work occurring within Oregon's Territorial Sea (Base Line to 3 nautical miles offshore) is not authorized until individual coastal zone certification from DLCD is obtained. 20. Fish Passage. The placement of culverts, diversion structures, or changes to the channel morphology must be designed to be consistent with passage standards developed by ODFW and NMFS, titled "ODFW Standards and Criteria for Stream Road Crossings ". 21. Fish Habitat Enhancement. Bioengineering designs (conducive to fish usage), shall be preferred and utilized wherever appropriate. Fish habitat enhancement measures (willow sprigs in rock applications, fish resting areas, vegetative stabilization, etc.) shall also be incorporated into non bioengineering designs to the extent practicable as mitigation measures. IMPLEMENTATION CONDITIONS Case No: 98 -776 The following conditions specifically address requirements which must be met during the permittee's implementation of the authorized work. 1. Work Period. All in -water work shall occur between July 1 and September 30, in accordance with Oregon Department of Fish and Wildlife's recommended in -water work period. 2. Agency Access. Permittee must provide access to the work site to representatives of the Corps of Engineers, DEQ, DLCD(for projects in the coastal zone), and ODFW during all hours of construction or operation. 3. Equipment. Heavy equipment shall not be operated in the active flowing waterway unless specifically authorized. Use of heavy equipment in waters may be authorized if necessary in the interest of safety or due to site conditions prohibiting certain work from the bank. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance 4. Erosion and Siltation Controls. Appropriate erosion and siltation controls (such as hydrosccding, filter bags, organic or fabric soil detention systems, leave strips, berms, etc.) must be used and maintained in effective operating condition during construction to protect all exposed soil, stock piles and fills from erosion. These features, as well as any work below the ordinary high water mark or high tide line, must also be permanently stabilized at the earliest practicable date. Materials shall not be placed on unstable slopes, and stockpiles shall not exceed 25 feet in height. 5. Disturbed Area Protection. Construction access roads and associated staging areas shall be protected with a gravel blanket or other suitable material to protect against erosion of sediments into waterways and wetlands. 6. Dredged Material Disposal: Dredged or excavated material shall not be placed in and shall be prevented from eroding back into waterways and wetlands, unless specifically authorized. 7. Suitable Material. No discharge of dredged or fill material may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.,) and must be free from toxic pollutants in toxic amounts. 8. Pollutants. Petroleum products, chemicals, fresh cement, construction, or deleterious waste materials shall not be allowed to enter waters or wetlands. Special attention shall be given to preventing sandblasted material and chipped paint from entering the water. Machinery refueling is to occur off site or in a confined, designated area to prevent spillage into waterways and wetlands. 9. Vegetation. Vegetation, not designated for removal or modification in the authorization, shall be protected from disturbance to the maximum extent possible and restored with native plant species when damaged or disturbed. The standard for success is 80 percent cover with native plant species that replace the habitat type lost or damaged. 10. Wetlands. Wetlands adjacent to work areas shall be clearly flagged, or otherwise appropriately identified, to prevent damage or loss of that resource. Damaged areas shall be restored to pre -work conditions. 11. Endangered Species. If at any time during the conduct of the work authorized, the permittee becomes aware that a Federally listed threatened or endangered species or a species proposed for such designation (as identified under the Federal Endangered Species Act) or the habitat of such species may be affected, the permittee must immediately cease activities, notify the Corps of Engineers and not re- initiate activities until approved by the Corps of Engineers. 12. Cultural Resources & Burials. If at any time during the conduct of the work authorized, the permittec becomes aware that human burials, cultural resources or historic properties (as identified under Federal historic preservation laws) be affected, the permittee must immediately cease activities, notify the Corps of Engineers and not re- initiate activities until approved by the Corps of Engineers. 13. Turbidity Testing. Turbidity shall be monitored frequently while conducting in -water work. Monitoring points shall be at locations 100 feet upstream (background) and 100 feet downstream. Measurements shall be accomplished with either a turbidimeter or visually and turbidity shall not exceed either 10% above background or be visible (if measuring visibly) at the downstream station. These limits can be exceeded for a maximum of two hours in a 24 -hour period provided all practicable erosion control measures have been implemented. 14. Turbidity Reporting. The permittee shall conduct turbidity monitoring as required in the "Turbidity" condition stated above and mail the results to the Department of Environmental Quality, Executive Building, 811 SW. 6's Avenue, Portland, OR 97204, at the end of each week of operation. [This Condition is only applicable to work in WQL waters only]. 15. Other Conditions. The activity must also comply with all conditions added by the Section 401 water quality certification. 16. Compliance Certification. Permittee will complete, sign and submit the enclosed certification (Enclosure 5) regarding the completed work and any required mitigation. 17. Case Specific Conditions. - Pre - construction hydrology must be maintained by means such as trench plugs, reconstructed impervious soil layers, etc. - The topsoil (up to 12 inches in depth) shall be removed and stockpiled separately from subsurface soils and replaced at the project's completion. Disturbed areas shall be replanted with type of plants existing prior to disturbance and a survival rate of 80% shall be achieved within a 5 years following initial plantings. effect - The construction corridor shall not exceed 10 feet wide. - A minimum of two clay check dams shall be install within the trench to prevent the "French Drain" - Additional native vegetation shall be planted to mitigate for the permanent fill of the manholes. Compliance Certification Permit Number: Date of Issuance: Name of Permittee: I hereby' certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed-in accordance with the permit conditions, except as described below. Signature of Permittee Encl. 5 r * HEC -2 WATER SURFACE PROFILES * * Version 4.6.2; May 1991 * * * * * RUN DATE 29JUN98 TIME 13:24:47 * * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i /`ISI /NG co /Voi7-I , S X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 29JUN98 13:24:47 PAGE 1 THIS RUN EXECUTED 29JUN98 13:24:47 ****** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC FILENAME ON HEC -2 INPUT TAPE 400: TLN2ID42 AC FILENAME #47 ON HYDSEC TAPE 531: IDTLC3J4 AC * * * * * ** AC TUALATIN RIVER R.M. 2.81 - 16.35 AC 100 YEAR FLOOD AND FLOODWAY AC POST- CONSTRUCTION - AFTER REMOVAL OF ROCK LEDGES AC DISCHARGES INCREASED FOR SECTIONS 7.49 AND 7.62 AC TUALATIN-WASHINGTON COUNTY, OREGON FLOOD INSURANCE STUDY AC JANUUARY 1984 AC * * * * * ** AC STUDY REACH : FROM 0.3 MI D/S OF 0.5.& I DAM TO U/S OF SCHAMBERG BRIDGE AC CROSS SECTIONS: CHANNEL BY OLSON ENGINEERING, VANCOUVER, WA AC OVERBANK (PHOTOGRAMMETRIC) BY SPENCER B. GROSS, BEAVERTON AC 18 ADDITIONAL X- SECTIONS ADDED TO REFLECT ROCK LEDGES AC TOPOGRAPHY : FROM CITY OF TUALATIN TOPO, 1972 AC CONTOURS AND SPOT ELEVATIONS BY SPENCER GROSS, 1978 AC MAPS USED : WASH CO. FIS WORK MAPS: 106, 107, 108 AND TL-3 -1/2 & 2/2 AC AERIAL PHOTOGRAPHY DATED 9 MAY 1977 BY WAC CORP, EUGENE, ORE AC ORTHOPHOTO BASE BY DAVID C. SMITH, PORTLAND, ORE AC FIELD SURVEYS BY USCE, PORTLAND DISTRICT AC ADDITIONAL FIELD CONTROL BY SPAN INTERNATIONAL, PHOENIX, AZ AC ADDITIONAL HORIZONTAL CONTROL BY SPENCER GROSS, BEAVERTON a AC DISCHARGES AC START METHOD : ELEV FROM TUALATIN RIVER D/S MODEL AC * * * * ** AC US ARMY ENGINEER DISTRICT, PORTLAND, OREGON AC ENGINEERING DIVISION, HYDRAULICS & HYDROLOGY BR, HYDROLOGY SEC AC RON MASON, CHIEF, HYDROLOGY SECT. AC KEN SODERLIND, STUDY MANAGER ENG. AC * * * * * ** T1 TUALATIN - WASHINGTON CO, OREGON - RIVER HYDRAULIC STUDY T2 100 YEAR FLOODWAY ANALYSES W/0 ENCROACHMENTS, POST-CONSTRUCTION T1 TUALATIN RIVER, RM 2.81 TO RM 16.35 COMPUTED PROB Q'S J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ -1 2 0 0 0 0 0 0 106.82 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 29JUN98 13:24:47 PAGE 2 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 3 11 12 43 13 14 15 26 56 5 38 39 43 1 40 42 52 4 53 21 22 54 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 55 41 NC 0 0 0 0.3 0.5 QT 2 23455 23455 NH 5 0.100 715.9 0.040 808.0 0.040 933.0 0.040 1234.6 0.100 NH 1990.0 ET 2.81 0 4.1 749.0 1209.0 X1 2.81 58 808.0 933.0 0 0 0 GR 138.6 0 137.8 8.7 109.7 54.1 107.2 68.0 103.5 81.3 GR 101.8 111.7 102.7 154.0 100.1 232.8 99.2 291.6 102.2 312.9 GR 100.8 368.3 101.4 456.4 99.3 525.2 103.6 566.2 101.1 644.1 GR 104.1 715.9 103.0 747.2 91.7 797.9 90.7 808.0 88.7 813.0 GR 86.5 820.0 86.5 832.0 87.8 846.0 87.8 862.0 85.9 875.0 GR 85.4 887.0 85.1 907.0 85.7 914.0 86.7 921.0 90.7 933.0 GR 98.9 949.0 98.5 979.0 98.5 987.8 97.9 999.0 98.3 1029.0 GR 97.9 1059.0 98.0 1061.7 98.4 1079.0 99.2 1099.0 90.7 1122.5 GR 85.7 1124.0 83.7 1129.0 86.2 1174.0 87.3 1181.0 87.7 1185.0 GR 90.7 1196.0 97.5 1203.7 104.8 1210.0 105.4 1234.6 111.0 1290.2 GR 119.0 1339.1 120.0 1350.0 120.0 1400.0 118.5 1410.7 110.0 1517.0 GR 110.0 1712.0 120.0 1890.0 130.0 1990.0 NC 0.100 0.100 0.040 ET 2.98 0 4.1 1000. 1389. X1 2.98 47 1000 1389 735 620 710 GR 120.0 805 114.0 840 112.0 880 110.0 905 108.0 940 GR 106.2 980 106.4 1000 98.2 1013 94.8 1020 93.0 1035 GR 94.5 1045 93.7 1072 93.0 1080 92.2 1085 86.2 1093 GR 86.7 1112 85.0 1127 83.4 1140 82.7 1161 81.7 1180 GR 80.7 1196 81.4 1215 83.5 1238 87.2 1257 90.1 1280 GR 92.2 1290 93.3 1300 93.4 1325 90.7 1345 92.4 1375 GR 97.2 1389 100.0 1405 101.5 1525 102.0 1595 103.3 1617 GR 103.3 1650 104.0 1670 108.0 1730 124.0 1770 124.0 1810 GR 120.0 1863 116.0 1885 112.0 1935 110.0 1952 110.0 2066 GR 112.0 2085 119.9 2280 NC 0.095 0.090 0.045 ET 3.08 0 4.1 980.0 1190.0 1 29JUN98 13:24:47 PAGE 3 X1 3.08 35 980 1190 690 410 580 GR 120.0 740 108.0 810 106.0 830 106.0 980 102.5 1000 GR 98.7 1013 95.4 1025 92.6 1039 95.7 1053 94.2 1060 GR 93.4 1065 89.9 1074 89.5 1084 88.0 1096 87.9 1107 GR 88.6 1123 89.4 1135 89.9 1146 92.8 1158 93.4 1162 GR 93.9 1174 103.0 1190 103.4 1290 101.7 1355 103.0 1375 GR 104.0 1389 104.0 1470 105.0 1532 112.0 1560 111.1 1590 GR 109.0 1662 109.1 1712 114.2 1811 116.9 2016 121.0 2058 ET 3.19 0 4.1 1356.0 1590. X1 3.19 49 1356 1590 540 540 540 GR 130.0 1000 120.1 1030 110.2 1060 106.5 1082 105.4 1100 GR 107.3 1111 107.6 1150 107.9 1184 107.6 1200 107.9 1224 GR 108.0 1229 106.8 1274 104.5 1300 115.0 1323 105.2 1334 GR 105.5 1344 105.2 1356 100.7 1364 99.8 1378 98.4 1400 GR 97.6 1434 96.8 1457 95.6 1468 93.9 1476 92.7 1478 GR 90.7 1479 90.2 1487 89.5 1498 88.1 1514 88.2 1527 GR 87.9 1540 87.3 1551 87.7 1566 88.7 1570 89.5 1575 GR 92.7 1580 95.1 1588 97.4 1590 97.8 1600 98.0 1621 GR 99.9 1700 106.1 1735 111.2 1766 118.0 1798 118.5 1800 GR 124.3 1849 128.3 1900 129.1 1908 130.0 1920 ET 3.23 0 4.1 980. 1280. X1 3.23 40 980 1280 200 300 240 GR 140.0 520 130.0 590 120.0 630 110.0 680 108.0 690 GR 106.0 710 106.0 980 104.3 1000 102.9 1010 99.3 1020 GR 96.4 1029 94.6 1041 93.9 1050 93.9 1061 93.9 1069 GR 94.4 1075 93.9 1082 93.9 1092 93.4 1104 93.6 1116 GR 93.9 1121 94.4 1132 96.4 1136 97.3 1145 97.5 1161 GR 96.4 1166 93.6 1171 93.4 1184 96.4 1193 97.4 1223 GR 96.4 1236 95.1 1248 94.4 1263 96.4 1270 105.0 1280 GR 107.0 1304 120.0 1328 130.0 1352 140.0 1376 150.0 1400 ET 3.34 0 4.1 966. 1270. NC 0.095 0.095 0.043 X1 3.34 35 966 1270 460 615 515 0 -0.6 0 GR 140.0 600 130.0 695 120.0 805 110.0 840 108.0 860 GR 108.0 900 110.5 940 110.0 950 109.3 966 106.0 971 GR 101.7 986 100.5 1000 100.1 1009 99.1 1018 96.7 1041 GR 96.6 1050 96.1 1064 94.8 1082 96.3 1100 95.9 1110 GR 96.1 1123 95.8 1136 96.1 1154 96.1 1173 96.9 1192 GR 97.1 1210 98.0 1226 99.0 1239 100.1 1256 106.0 1264 GR 110.5 1270 120.0 1280 130.0 1300 142.0 1325 151.0 1392 NC 0.100 0.100 0.045 ET 3.39 0 4.1 1000. 1220. X1 3.39 30 1000 121) 290 400 340 0 -0.3 GR 135.0 500 132.0 610 130.0 690 120.0 780 109.3 880 GR 109.4 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 97.8 1032 97.4 1044 97.3 1061 GR 96.6 1076 96.7 1090 96.1 1106 95.8 1121 95.3 1138 GR 95.9 1151 96.0 1162 98.5 1181 100.8 1196 102.3 1202 GR 108.8 1207 117.3 1220 122.0 1235 135.0 1268 140.0 1292 29JUN98 13:24:47 PAGE 4 ET 3.40 0 4.1 1000. 1220. X1 3.40 22 1000 1220 20 20 20 0 GR 135.0 500 132.0 610 130.0 690 120.0 780 109.0 880 GR 109.2 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 98.0 1024 98.0 1180 98.5 1181 GR 100.8 1196 102.3 1202 108.8 1207 117.3 1220 122.0 1235 GR 135.0 1268 140.0 1292 ET 3.41 0 4.1 1000. 1220. X1 3.41 30 1000 1220 20 20 20 0 0.3 GR 135.0 500 132.0 610 130.0 690 120.0 780 109.2 880 GR 109.4 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 97.8 1032 97.4 1044 97.3 1061 GR 96.6 1076 96.7 1090 96.1 1106 95.8 1121 95.3 1138 GR 95.9 1151 96.0 1162 98.5 1181 100.8 1196 102.3 1202 GR 108.8 1207 117.3 1220 122.0 1235 135.0 1268 140.0 1292 NC 0.095 0.095 0.040 0.1 0.3 ET 3.46 0 4.1 1000. 1235. X1 3.46 28 1000 1235 240 300 275 0 1.15 GR 135.0 500 134.0 610 130.0 690 120.0 780 109.3 880 GR 109.4 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 97.8 1032 97.4 1044 97.3 1061 GR 96.6 1076 96.7 1090 96.1 1106 95.8 1121 95.3 1138 GR 95.9 1151 96.0 1162 98.5 1181 100.8 1196 101.7 1204 GR 122.0 1235 135.0 1268 140.0 1292 ET 3.54 0 4.1 1422. 1624. X1 3.54 40 1422 1624 455 455 455 GR 130.0 1105 126.8 1121 127.3 1124 127.5 1135 126.1 1143 GR 122.7 1167 121.0 1200 116.2 1241 110.8 1279 109.5 1300 GR 109.9 1336 111.0 1366 110.7 1400 111.2 1422 107.5 1434 GR 102.7 1437 100.3 1438 99.6 1443 99.3 1454 98.4 1456 GR 97.0 1467 96.5 1477 96.3 1485 95.8 1493 95.2 1502 GR 95.1 1513 94.7 1524 93.5 1531 93.1 1540 92.7 1551 GR 92.7 1560 92.9 1573 100.3 1589 100.6 1594 101.7 1612 GR 102.7 1616 104.4 1616.1 104.4 1619 115.4 1624 125.8 1635 ET 3.67 0 4.1 1278. 1534. X1 3.67 38 1278 1534 700 700 700 GR 132.8 1000 130.2 1017 129.7 1027 127.1 1042 125.0 1059 GR 118.0 1101 115.2 1149 113.5 1181 112.8 1200 112.4 1242 GR 111.7 1266 111.1 1273 110.2 1276 109.8 1278 106.1 1280 GR 102.7 1286 101.5 1289 99.5 1294 97.2 1303 96.4 1312 GR 95.9 1334 95.5 1345 95.4 1355 94.4 1373 93.9 1386 GR 93.7 1401 94.1 1412 95.7 1424 95.9 1437 97.2 1446 GR 96.9 1454 97.9 1466 99.2 1475 101.7 1478 111.1 1486 GR 118.7 1502 125.5 1521 131.5 1534 1 1 29JUN98 13:24:47 PAGE 5 ET 3.76 0 4.1 1055. 1260. X1 3.76 34 1055 1260 475 475 475 GR 127.0 810 118.0 868 118.0 868.1 118.0 868.2 118.0 868.3 GR 116.0 1000 113.9 1050 113.9 1052 112.6 1055 102.6 1059 GR 101.1 1065 99.4 1069 97.6 1075 95.8 1087 95.6 1097 GR 93.7 1113 92.3 1123 91.1 1135 89.8 1149 89.1 1165 GR 90.1 1186 89.3 1204 90.1 1217 92.4 1236 93.6 1240 GR 95.1 1244 97.8 1248 98.6 1251 99.6 1255 109.6 1260 GR 111.4 1294 112.0 1419 116.0 1474 120.0 1494 ET 3.85 0 4.1 318. 550. NH 5 0.100 266 0.045 318 0.045 550 0.045 587 0.100 NH 1130 X1 3.85 25 318 550 380 480 480 GR 135.0 0 135.0 100 135.0 200 135.0 240 129.3 266 GR 114.0 318 105.3 348 95.0 369 88.0 391 85.6 420 GR 87.1 458 94.7 491 102.3 510 109.3 550 114.9 587 GR 112.0 675 110.8 827 111.0 849 111.1 907 112.3 949 GR 116.0 982 120.0 1000 124.0 1015 128.0 1063 131.4 1130 ET 4.12 0 4.1 990. 1215. NC 0.100 0.100 0.042 X1 4.12 37 990 1215 1500 1140 1385 GR 134.0 800 132.0 900 130.0 950 120.0 970 110.0 990 GR 107.0 1000 106.0 1015 102.4 1016 100.2 1026 96.0 1035 GR 90.7 1049 86.2 1057 82.7 1068 79.9 1079 78.6 1090 GR 78.4 1100 78.6 1110 80.9 1120 82.3 1140 84.6 1150 GR 89.2 1163 93.0 1177 96.4 1184 100.1 1190 102.4 1196 GR 109.3 1202 109.5 1210 112.1 1215 112.3 1217 111.5 1283 GR 111.8 1325 112.0 1362 120.0 1435 124.0 1468 128.0 1475 GR 132.0 1515 134.0 1660 NC 0.095 0.095 0.043 ET 4.23 0 4.1 990. 1215. X1 4.23 34 990 1215 570 520 550 GR 127.0 800 125.0 900 122.0 950 120.3 970 110.3 990 GR 107.3 1000 106.3 1015 102.7 1016 100.5 1026 96.3 1035 GR 91.0 1049 86.5 1057 83.0 1068 80.2 1079 78.9 1090 GR 78.7 1100 78.9 1110 81.2 1120 82.5 1140 84.9 1150 GR 89.5 1163 93.3 1177 96.7 1184 100.4 1190 102.7 1196 GR 109.6 1202 109.8 1210 112.4 1215 111.5 1283 112.0 1340 GR 120.0 1395 124.0 1475 127.0 1554 128.0 1660 ET 4.26 0 4.1 104.0 415.0 NC 0.100 0.100 0.043 X1 4.26 12 140 415 70 280 160 0.74314 -0.06 GR 134.0 0 130.0 50 120.0 105 108.0 140 80.5 225 GR 78.9 300 104.0 385 112.0 415 113.0 530 116.0 575 GR 120.0 640 132.0 710 29JUN98 13:24:47 ET 4.28 0 4.1 104.0 308.4 PAGE 6 SB 0.90 1.5 2.5 U 80 32 22330 2.7 79.00 78.80 X1 4.28 0 0 0 50 50 50 0 0.03 X2 0 0 1 156.23 157.39 ET 4.29 0 4.1 104.0 308.4 X1 4.29 0 0 0 80 80 80 0 0.07 NC 0.100 0.100 0.045 ET 4.30 0 4.1 104.0 308.4 X1 4.30 0 0 0 80 80 80 0 0.07 ET 4.32 0 4.1 104.0 308.4 SB 0.90 1.5 2.5 0 80 30 20820 2.6 79.20 79.00 X1 4.32 0 0 0 50 50 50 0 0.03 X2 0 0 1 154.51 152.04 NC 0.100 0.100 0.047 ET 4.40 0 4.1 990. 1215. X1 4.40 35 990 1215 510 255 385 0 0.05 GR 136.0 800 132.0 855 120.0 928 116.0 960 113.2 990 GR 112.5 1000 110.5 1015 110.5 1016 108.7 1026 104.0 1035 GR 91.6 1049 87.1 1057 83.6 1068 80.8 1079 79.5 1090 GR 79.3 1100 79.5 1110 81.8 1120 83.1 1140 85.5 1150 GR 90.1 1163 93.9 1177 97.3 1184 101.0 1190 103.3 1196 GR 110.2 1202 110.4 1210 113.0 1215 116.0 1270 120.0 1308 GR 124.0 1332 128.0 1337 132.0 1358 136.0 1468 138.0 1551 NC 0.100 0.100 0.045 ET 4.87 0 4.1 1035. 1230. X1 4.87 21 1035 1230 2370 2450 2430 GR 126.0 600 120.0 646 114.5 715 112.5 760 112.5 802 GR 114.4 880 112.0 1035 108.0 1050 98.0 1067 86.3 1082 GR 83.7 1085 80.5 1103 81.1 1120 84.8 1150 89.5 1165 GR 94.5 1196 96.7 1210 101.5 1225 108.0 1230 120.0 1240 GR 132.0 1265 ET 5.28 0 4.1 1034. 1219. X1 5.28 28 1034 1219 2235 2235 2235 GR 123.7 1000 122.3 1025 122.9 1034 117.4 1034.1 114.2 1041 GR 106.6 1049 102.9 1055 101.4 1057 98.9 1063 96.4 1073 GR 95.9 1081 94.1 1095 94.1 1107 93.4 1122 92.7 1134 GR 91.9 1144 91.1 1161 90.4 1174 91.7 1187 95.9 1196 GR 97.4 1203 100.4 1205 107.6 1216 112.2 1219 112.9 1244 GR 116.0 1351 120.0 1375 0128.0 0 1416 NC 0.100 0.100 0.048 ET 5.37 0 4.1 1025.0 1257.0 X1 5.37 35 1025 1257 450 530 460 GR 142.0 510 140.0 560 130.0 730 124.0 870 120.0 980 GR 108.3 1000 108.5 1011 111.3 1020 110.5 1025 102.4 1031 GR 98.6 1040 95.1 1048 90.3 1056 86.4 1070 85.4 1084 GR 85.5 1098 84.3 1113 81.6 1125 82.1 1139 83.5 1153 1 29JUN98 13:24:47 PAGE 7 GR 85.2 1163 88.2 1176 89.9 1187 92.4 1200 93.6 1209 GR 96.7 1216 98.9 1221 102.4 1228 108.2 1231 110.1 1240 GR 115.7 1257 115.6 1261 110.8 1295 124.0 1300 132.0 1406 ET 5.38 0 4.1 158.0 438.0 X1 5.38 34 158 438 85 85 85 GR 142.2 0 124.8 149 120.1 158 109.5 174 102.4 184 GR 98.5 196 95.6 200 86.5 218 83.4 235 82.4 250 GR 82.4 266 83.9 277 84.3 292 84.6 306 84.6 315 GR 89.4 332 90.9 348 93.1 363 95.5 367 98.3 378 GR 100.4 385 102.4 386 109.7 398 114.5 406 116.5 413 GR 123.8 438 132.9 462 134.4 463 135.2 470 134.7 529 GR 133.8 570 134.2 611 135.0 687 136.0 730 ET 5.39 0 4.1 155.0 438.0 SB 0.90 1.5 2.5 0 115 14 6930 1.98 82.5 82.4 NC 0.100 0.100 0.048 X1 5.39 0 0 0 40 40 40 0 0.1 X2 0 0 1 120.2 134.5 BT 6 0 142.3 142.3 149 140.5 124.9 158 140.2 120.2 BT 413 136.0 116.0 462 135.2 133.0 463 134.5 134.5 NC 0.100 0.100 0.047 ET 5.40 0 4.1 324.0 542.0 X1 5.40 34 324 542 40 40 40 0.2 GR 142.0 0 140.0 110 132.0 180 120.0 225 110.0 270 GR 109.6 300 108.0 310 106.1 324 102.4 326 98.8 330 GR 97.3 338 86.1 350 86.5 362 84.2 375 83.4 390 GR 83.4 405 84.7 420 84.1 427 84.3 441 84.8 456 GR 91.5 469 95.6 485 95.1 495 95.6 502 98.3 506 GR 100.6 512 101.1 517 102.4 518 106.6 520 111.8 533 GR 114.4 542 113.9 564 112.5 600 140.0 620 ET 5.49 0 4.1 1157. 1400. X1 5.49 31 1157 1400 485 485 485 GR 130.0 1047 119.6 1076 114.1 1098 113.5 1150 112.7 1157 GR 111.2 1160 106.7 1169 102.9 1173 100.1 1176 98.0 1182 GR 93.5 1190 90.9 1193 89.2 1202 88.9 1216 87.7 1230 GR 87.3 1243 87.1 1258 86.9 1269 87.1 1282 87.3 1296 GR 89.4 1309 91.5 1321 95.9 1339 99.1 1342 102.9 1347 GR 108.1 1358 112.9 1400 114.2 1418 117.8 1456 126.1 1496 GR 130.0 1512 ET 5.60 0 4.1 1023. 1251. X1 5.60 31 1023 1251 580 580 580 GR 132.0 938 120.0 963 120.0 963.1 120.0 963.2 120.0 963.3 GR 114.6 1000 112.1 1023 108.8 1030 102.9 1038 99.4 1041 GR 95.4 1047 92.4 1056 90.1 1069 89.5 1082 88.4 1095 GR 88.1 1109 87.9 1128 87.4 1145 87.1 1163 89.9 1178 GR 93.1 1193 95.5 1203 98.9 1215 101.5 1219 102.9 1222 GR 106.0 1225 109.6 1231 111.7 1251 112.0 1323 120.0 1353 GR 128.0 1373 29JUN98 13:24:47 PAGE 8 ET 5.67 0 4.1 1056. 1283. X1 5.67 35 1056 1283 370 370 370 GR 0132.0 950 120.0 990 120.0 990.1 120.0 990.2 120.0 990.3 GR 115.2 1000 115.2 1042 113.9 1050 112.0 1056 103.0 1060 GR 100.7 1062 97.1 1069 96.5 1084 96.7 1095 96.4 1113 GR 96.1 1124 95.9 1134 94.7 1145 95.5 1155 95.1 1165 GR 94.9 1177 93.4 1190 93.9 1204 93.5 1217 93.1 1228 GR 93.4 1237 97.4 1253 99.4 1256 101.9 1264 102.9 1274 GR 111.0 1283 111.2 1308 116.0 1340 120.0 1350 132.0 1390 NC 0.100 0.100 0.048 ET 5.75 0 4.1 395. 635. X1 5.75 23 395 635 525 320 400 GR 140.0 125 130.0 158 120.0 195 119.5 202 116.0 235 GR 114.0 268 112.0 395 110.0 408 108.0 411 106.0 418 GR 99.0 431 97.6 442 87.0 463 83.9 492 83.7 508 GR 84.5 530 85.3 559 96.0 587 96.0 605 102.5 622 GR 110.0 635 120.0 688 130.0 753 NC 0.100 0.100 0.049 ET 6.07 0 4.1 350.0 970.0 X1 6.07 47 350 530 1380 1760 1690 GR 142.0 0 140.0 135 130.0 310 120.0 350 114.0 354 GR 102.4 363 98.9 368 96.0 372 91.6 382 89.2 386 GR 88.1 395 85.0 411 84.9 425 84.6 440 84.1 451 GR 83.6 463 82.9 476 85.4 487 84.5 493 92.8 503 GR 97.2 511 99.2 516 101.0 522 102.4 525 107.8 530 GR 110.3 545 109.6 572 109.8 628 109.9 659 110.3 671 GR 110.8 682 110.9 722 110.8 744 110.5 757 110.8 798 GR 110.9 845 111.7 884 111.5 915 112.1 949 112.3 1006 GR 111.8 1044 112.5 1090 112.7 1120 113.1 1139 113.9 1158 GR 135.4 1245 140.0 1441 ET 6.48 0 4.1 1348.0 1650.0 X1 6.48 33 1348 1541 2180 1900 2155 GR 130.3 1000 115.9 1043 113.8 1077 113.6 1104 113.3 1153 GR 113.3 1200 112.9 1258 112.3 1320 114.3 1348 111.5 1350 GR 108.8 1360 103.3 1366 101.3 1368 96.0 1380 92.8 1390 GR 88.9 1400 87.3 1422 86.8 1438 86.7 1464 89.1 1475 GR 90.3 1484 92.0 1492 97.3 1501 99.3 1508 101.1 1510 GR 103.3 1513 107.9 1517 117.8 1541 127.1 1580 130.8 1597 GR 120.3 1808 124.0 1835 132.0 1870 NC 0.100 0.100 0.049 0.1 0.3 ET 6.62 0 4.1 1225.0 1578.0 X1 6.62 29 1342 1578 740 710 835 GR 132.0 970 116.0 1068 116.0 1165 118.0 1250 116.0 1342 GR 108.0 1367 94.4 1383 88.8 1405 88.0 1412 87.4 1430 GR 87.4 1450 87.7 1470 88.4 1480 91.0 1510 96.0 1535 GR 108.0 1550 112.0 1560 114.2 1578 116.0 1595 118.1 1640 GR 116.0 1690 116.0 1732 116.0 1760 116.0 1768 116.0 1780 GR 116.0 1803 120.0 1813 124.0 1832 128.0 1848 29JUN98 13:24:47 PAGE 9 QT 2 25570 25570 ET 6.70 0 4.1 305.0 585.0 X1 6.70 20 305 585 360 325 350 GR 130.0 0 128.0 68 124.0 107 120.0 195 116.0 305 GR 104.0 330 94.4 360 89.5 390 88.7 412 88.1 430 GR 88.1 450 88.4 470 89.1 480 95.0 510 106.0 535 GR 110.2 567 112.0 585 116.0 688 120.0 715 132.0 755 ET 6.82 0 4.1 305.0 540.0 X1 6.82 18 305 540 690 645 685 GR 124.0 0 120.0 295 116.0 305 104.0 330 95.4 360 GR 90.5 390 89.7 412 89.1 430 89.1 450 89.4 470 GR 90.1 480 95.0 510 106.0 535 112.0 540 114.5 645 GR 116.0 730 120.0 755 132.0 780 NC 0.100 0.100 0.050 0.3 0.5 ET 6.92 0 4.1 1057.0 1350.0 X1 6.92 32 1057 1300 470 470 470 GR 0132.0 50 128.0 90 120.0 170 116.0 230 116.0 230.1 GR 115.8 1000 112.5 1052 112.0 1057 110.3 1062 103.4 1069 GR 102.1 1071 97.9 1075 94.9 1084 93.0 1100 92.4 1115 GR 92.4 1130 91.9 1145 92.4 1159 92.6 1172 94.0 1185 GR 94.9 1197 95.6 1207 96.9 1221 100.5 1229 100.9 1232 GR 103.4 1243 106.4 1252 114.1 1300 114.6 1308 116.0 1410 GR 0120.0 1435 132.0 1470 NC 0.1 0.1 0.05 0.30 0.50 QT 2 27000 27000 ET 7.00 0 4.1 1330.0 1551.0 X1 7.00 28 1330 1551 430 430 430 0 0.7 GR 128.0 500 124.0 522 119.3 567 116.0 665 116.0 1050 GR 118.4 1240 116.0 1325 112.8 1330 109.2 1338 106.7 1343 GR 102.6 1348 99.1 1351 93.3 1364 91.5 1380 91.0 1396 GR 89.9 1415 90.6 1433 90.7 1450 92.8 1468 93.8 1483 GR 94.2 1498 97.7 1505 99.6 1514 105.8 1518 114.8 1551 GR 116.0 1558 120.0 1597 132.0 1655 ET 7.08 0 4.1 1048.0 1268.0 X1 7.08 34 1048 1256 465 465 465 GR 128.0 336 124.0 486 120.0 556 116.0 610 116.0 610.1 GR 117.3 1000 119.5 1048 117.0 1056 114.8 1060 112.2 1064 GR 103.5 1067 102.3 1069 97.7 1080 95.5 1087 90.1 1099 GR 87.0 1111 89.5 1124 90.5 1139 90.0 1158 92.5 1175 GR 92.7 1186 93.0 1195 93.0 1206 97.0 1225 100.5 1231 GR 103.5 1234 108.8 1241 112.8 1256 113.4 1296 113.4 1340 GR 116.0 1386 120.0 1401 124.0 1426 132.0 1450 ET 7.20 0 4.1 1065 1299 X1 7.20 35 1065 1253 620 620 620 GR 128.0 440 124.0 520 120.0 615 116.0 730 116.0 730.1 GR 120.0 1000 117.0 1016 114.1 1031 114.5 1045 115.6 1055 GR 114.9 1065 108.9 1074 103.4 1078 102.2 1080 99.6 1086 GR 95.9 1090 93.4 1102 89.4 1121 86.9 1132 86.9 1172 29JUN98 13:24:47 PAGE 10 GR 90.9 1187 93.6 1198 94.6 1207 95.4 1217 95.9 1232 GR 97.9 1235 98.9 1243 101.4 1247 103.4 1248 112.8 1253 GR 111,4 1295 116.4 1304 116.4 1400 120.0 1420 128.0 1480 ET 7.27 0 4.1 1053.0 1288.0 X1 7.27 30 1053 1253 370 370 370 GR 128.0 400 124.0 490 120.0 590 116.0 720 116.0 720.1 GR 114.4 1000 113.8 1053 112.3 1056 103.5 1066 102.3 1068 GR 97.0 1076 96.5 1086 94.0 1094 91.7 1106 93.5 1118 GR 92.7 1134 92.7 1148 93.7 1166 95.5 1180 97.5 1194 GR 96.5 1204 96.4 1217 99.4 1225 100.9 1230 102.4 1233 GR 103.4 1234 112.5 1253 116.0 1410 120.0 1440 128.0 1600 NC 0.100 0.100 0.050 ET 7.35 0 4.1 1000.0 1240.0 X1 7.35 30 1005 1222 370 370 370 GR 128.0 455 124.0 555 120.0 615 116.0 785 116.0 890 GR 116.0 995 112.0 1005 110.0 1015 105.6 1022 101.0 1025 GR 98.0 1033 92.8 1044 92.1 1060 92.0 1070 92.2 1085 GR 92.2 1130 92.1 1147 92.3 1161 93.0 1174 93.0 1186 GR 93.7 1192 101.0 1205 105.4 1207 105.2 1218 108.0 1220 GR 112.0 1222 116.0 1440 120.0 1515 124.0 1572 128.0 1685 ET 7.39 0 4.1 1143.0 1357.0 X1 7.39 32 1143 1357 250 250 250 GR 132.0 440 128.0 560 124.0 760 120.0 820 120.0 820.1 GR 117.9 1100 119.4 1143 117.2 1149 113.5 1160 103.4 1164 GR 101.6 1166 98.4 1175 94.4 1186 96.0 1195 95.0 1206 GR 95.0 1264 95.2 1273 95.2 1283 95.6 1292 95.6 1303 GR 95.8 1314 96.6 1325 97.9 1336 98.4 1340 102.4 1343 GR 103.4 1344 109.0 1349 114.3 1357 114.5 1372 116.5 1680 GR 120.0 1750 132.0 1920 QT 2 25000 27000 ET 7.49 0 4.1 990.0 1260.0 X1 7.49 27 1015 1240 475 475 475 0 GR 135.0 600 130.0 660 124.0 840 120.0 990 112.0 1015 GR 107.6 1022 101.7 1025 98.7 1033 93.5 1044 92.8 1060 GR 92.7 1070 92.9 1085 92.9 1100 92.9 1116 92.9 1130 GR 92.8 1147 93.0 1161 93.7 1174 93.7 1186 94.4 1192 GR 101.7 1205 106.1 1207 105.9 1218 108.0 1225 112.0 1240 GR 114.0 1320 130.0 1325 NC 0.100 0.100 0.050 OT 2 23000 27000 ET 7.62 0 4.1 1015.0 1240.0 X1 7.62 0 0 0 710 710 710 0 0.63 ET 7.74 0 4.1 1035.0 1273.0 X1 7.74 34 1048 1269 630 630 630 GR 132.0 865 128.0 955 124.0 985 120.0 1000 120.0 1000.1 GR 117.2 1030 116.3 1048 112.0 1056 106.1 1063 103.6 1065 GR 101.6 1067 98.1 1079 97.6 1085 96.1 1096 95.1 1111 GR 94.6 1126 94.6 1140 95.1 1154 96.6 1163 94.1 1174 1 29JUN98 13:24:47 PAGE 11 GR 95.6 1187 96.8 1203 97.1 1216 97.8 1221 100.1 1233 GR 102.1 1234 103.6 1237 114.6 1256 117.6 1269 118.6 1284 GR 120.0 1360 124.0 1410 128.0 1490 132.0 1600 ET 7.80 0 4.1 1000.0 1244.0 X1 7.80 34 1000 1244 280 280 280 GR 135.0 600 130.0 660 124.0 775 120.0 825 116.0 895 GR 112.0 1000 112.0 1015 107.6 1022 103.0 1025 100.0 1033 GR 94.8 1044 94.1 1060 94.0 1070 94.2 1085 94.2 1100 GR 94.2 1116 94.2 1130 94.1 1147 94.3 1161 95.0 1174 GR 95.0 1186 95.7 1192 103.0 1205 107.4 1207 107.2 1218 GR 116.9 1244 116.8 1278 117.4 1306 120.6 1330 125.5 1388 GR 128.0 1423 130.0 1487 131.7 1589 132.0 1615 NC 0.100 0.100 0.048 0.1 0.3 ET 7.88 0 4.1 316 560 X1 7.88 30 316.0 560.00 420 420 420 0.97437 GR 132.0 0 128.8 50 127.8 103 125.6 142 117.5 215 GR 118.9 316 116.3 331 101.3 351 100. 365 93.9 375 GR 93.1 386 92.8 393 93.1 397 91.9 418 93.2 425 GR 93.4 440 93.0 453 93.5 460 93.4 473 96.4 487 GR 98.2 489 100.8 494 101.0 511 102.9 530 111.3 541 GR 116.0 560 121.4 620 126.5 711 128.7 725 132.0 860 NC 0.095 0.095 0.047 ET 8.00 0 4.1 155.0 370.0 X1 8.00 31 155 370 580 680 630 GR 132.0 0 130.5 55 116.0 155 101.4 166 100.2 173 GR 99.2 181 95.6 188 92.5 194 92.0 200 91.3 211 GR 92.3 225 92.8 236 93.1 251 92.6 264 92.8 276 GR 92.2 287 93.1 300 96.5 304 99.3 308 99.5 322 GR 99.5 328 100.8 334 103.0 343 108.0 345 112.0 353 GR 117.2 370 119.0 441 120.0 515 124.0 550 128.0 675 GR 132.0 700 NC 0.095 0.095 0.047 ET 8.08 0 4.1 1082.0 1306.0 X1 8.08 29 1082 1306 465 465 465 GR 132.0 1067 132.0 1067.01 132.0 1067.02 132.0 1067.03 132.0 1067.04 GR 121.2 1082 110.6 1095 107.5 1100 103.8 1105 103.0 1111 GR 101.5 1125 100.4 1131 95.7 1133 93.2 1140 93.2 1156 GR 93.9 1171 94.0 1186 94.0 1212 93.2 1229 93.2 1240 GR 96.2 1245 100.2 1260 102.3 1271 103.8 1272 115.0 1291 GR 118.6 1306 118.6 1330 120.0 1560 132.0 1700 ET 8.09 0 4.1 43.0 240.0 NC 0 0 0.046 X1 8.09 19 43 230 125 125 125 0 -0.04 GR 135.4 0 135.0 15 122.6 43 102.4 77 100.3 80 GR 92.2 93 92.0 99 92.2 126 92.6 167 92.1 180 GR 92.7 190 96.7 199 99.8 204 100.2 207 112.5 230 GR 112.5 234 116.0 280 116.8 330 132.0 335 1 29JUN98 13:24:47 PAGE 12 NC 0.105 0.095 0.047 0.3 0.5 ET 8.15 0 4.1 43.0 265.0 X1 8.15 25 43 265 115 115 110 0 0.02 GR 135.4 0 135.0 15 122.6 43 102.4 77 100.8 80 GR 96.2 85 93.6 94 90.0 105 89.7 115 90.7 128 GR 90.7 140 90.9 151 90.8 158 95.9 169 98.5 178 GR 98.6 179 98.9 186 99.4 192 102.4 208 112.5 230 GR 112.5 234 123.8 265 127.5 300 130.0 400 132.0 500 ET 8.16 0 4.1 43.0 265.0 SB 1.25 1.5 2.6 0 100 6 4420 2.08 97.8 97.7 X1 8.16 0 0 0 160 160 160 0 0.02 X2 0 0 1 126.0 132.7 ET 8.18 0 4.1 44.0 260.0 X1 8.18 23 44 260 130 80 100 GR 135.7 0 135.0 15 122.0 44 102.7 77 101.3 88 GR 98.8 90 95.3 94 93.7 101 90.2 109 90.2 121 GR 90.8 133 90.3 141 91.1 150 90.2 162 90.0 170 GR 90.2 179 92.6 194 99.5 204 102.7 208 112.8 230 GR 112.8 234 116.0 260 132.0 270 NC 0.105 0.095 0.046 ET 8.20 0 4.1 1139.0 1362.0 X1 8.20 39 1139 1348 135 135 135 GR 150.9 1098 142.6 1119 126.6 1139 112.8 1156 111.9 1160 GR 103.8 1171 102.3 1173 97.6 1182 95.1 1184 93.1 1189 GR 92.0 1194 91.4 1201 91.6 1208 93.1 1214 91.8 1221 GR 93.1 1228 91.5 1234 91.6 1240 92.2 1247 91.2 1252 GR 91.1 1264 92.4 1273 91.1 1275 91.3 1283 94.1 1290 GR 98.3 1297 100.6 1303 102.3 1309 102.8 1315 103.8 1316 GR 109.9 1322 114.3 1330 118.6 1348 118.2 1400 123.5 1491 GR 124.6 1514 124.5 1549 129.0 1598 130.0 1602 NC 0.100 0.100 0.047 ET 8.28 0 4.1 338.0 588.0 X1 8.28 30 338 588 475 350 410 GR 132.0 175 128.0 195 124.0 220 120.0 235 116.0 338 GR 112.0 362 108.0 375 103.1 391 100.7 400 97.3 410 GR 94.7 419 93.3 431 94.0 441 93.1 451 92.5 462 GR 91.6 471 94.1 479 92.6 490 93.1 501 92.9 515 GR 94.5 528 95.1 534 99.1 538 101.3 543 108.0 550 GR 112.0 559 116.0 588 120.0 630 121.0 660 132.0 662 ET 8.41 0 4.1 1020.0 1267.0 X1 8.41 33 1020 1267 600 850 690 GR 132.0 870 121.5 920 121.5 920.01 121.5 920.02 121.5 920.03 GR 121.5 1000 121.5 1020 118.2 1031 112.5 1045 110.2 1054 GR 104.6 1056 103.9 1057 100.4 1065 95.4 1084 89.4 1102 GR 88.7 1117 89.4 1130 89.6 1140 91.7 1151 92.9 1159 GR 94.4 1174 96.1 1186 96.7 1194 100.4 1206 102.7 1210 GR 103.9 1214 112.9 1222 119.5 1234 123.0 1253 124.8 1267 GR 124.8 1279 128.0 1510 132.0 1640 1 29JUN98 13:24:47 PAGE 13 NC 0.100 0.100 0.048 0.5 0.7 ET 8.49 0 4.1 60.0 260.0 X1 8.49 21 60 260 430 430 430 GR 132.0 0 128.0 15 124.0 25 120.0 45 116.0 50 GR 116.0 60 108.0 70 102.8 80 98.7 92 97.3 110 GR 95.8 131 96.7 156 97.8 177 98.7 192 98.9 206 GR 101.2 221 104.8 235 116.0 260 120.0 320 120.0 420 GR 132.0 422 ET 8.53 0 4.1 37.0 260.0 X1 8.53 21 37 260 180 185 180 0 0.42 GR 128.0 28 124.1 37 102.8 71 100.8 76 97.6 79 GR 95.0 88 93.0 108 93.6 126 93.4 138 94.0 165 GR 93.3 178 93.6 189 93.9 201 95.0 213 97.7 223 GR 100.7 234 102.8 240 109.4 255 112.0 260 120.0 300 GR 132.0 310 5B 1.25 1.5 3.0 0 124 6 6151 1.85 95.0 94.8 ET 8.54 0 4.1 37.0 260.0 X1 8.54 0 0 0 70 70 70 0.20 X2 0 0 1 129.0 132.8 ET 8.56 0 4.1 39.0 268.0 X1 8.56 25 39 268 150 150 155 GR 130.0 28 124.2 39 102.8 80 97.1 90 95.8 113 GR 94.8 127 93.9 137 93.4 151 93.4 166 93.0 179 GR 95.0 194 94.6 197 94.7 209 97.9 213 99.1 220 GR 102.9 226 105.0 235 111.1 255 120.0 268 120.5 292 GR 112.5 320 112.5 340 120.0 360 120.0 480 132.0 485 NC 0.100 0.110 0.047 0.3 0.5 ET 8.66 0 4.1 311.0 548.0 X1 8.66 31 311 548 480 380 440 GR 135.0 0 132.0 278 118.0 311 112.2 350 103.5 360 GR 103.0 366 97.5 377 94.8 387 93.3 393 93.2 405 GR 92.9 419 92.3 430 95.5 444 93.9 459 93.4 474 GR 93.3 486 93.4 501 94.8 505 100.9 512 103.0 520 GR 105.1 525 120.0 548 122.0 557 123.0 591 123.1 600 GR 120.0 713 114.0 768 114.0 811 116.0 842 120.0 877 GR 132.0 900 NC 0.105 0.110 0.050 ET 8.74 0 4.1 280.0 499.0 X1 8.74 27 280 499 380 620 450 GR 137.2 0 134.5 30 133.3 100 133.5 200 131.4 265 GR 124.1 280 100.9 332 99.2 347 99.1 356 97.3 368 GR 93.8 383 93.6 396 94.3 405 96.7 417 99.1 432 GR 99.3 444 103.2 459 105.8 472 124.6 499 126.7 505 GR 128.1 555 123.5 650 120.5 703 114.0 780 114.0 800 GR 120.0 860 132.0 865 1 29JUN98 13:24:47 PAGE 14 NC 0.1 0.3 CT 2 27000 27000 NH 4 0.110 212 0.050 410 0.125 670 0.105 900 ET 8.82 0 4.1 190.0 480.0 X1 8.82 27 190 410 320 710 420 -1.2 GR 134.0 152 121.2 190 115.2 212 99.8 230 98.1 239 GR 97.7 256 97.1 265 95.5 294 95.7 312 96.3 329 GR 95.3 346 97.3 361 101.0 371 102.7 382 110.2 392 GR 115.0 410 121.2 445 122.2 500 121.2 558 120.5 670 GR 121.2 750 121.2 820 113.0 837 113.6 848 113.0 861 GR 121.2 873 132.0 900 ET 8.83 0 4.1 190.0 480.0 X1 8.83 0 0 0 20 20 20 0 0.1 NC 0.110 0.105 0.048 ET 8.90 0 4.1 65.0 433.0 X1 8.90 27 75 328 410 330 400 GR 150.8 0 120.0 75 96.4 129 93.3 146 93.2 158 GR 92.7 170 92.4 186 92.7 196 92.9 206 93.0 218 GR 93.1 227 95.0 238 96.2 250 102.7 265 114.0 297 GR 120.0 328 120.5 380 120.0 433 118.0 488 117.0 550 GR 118.0 665 122.5 685 122.5 710 118.0 720 117.5 820 GR 120.0 910 130.0 935 NC 0.110 0.120 0.050 0.3 0.5 ET 9.18 0 4.1 12.0 305.0 X1 9.18 24 12 260 1440 1470 1440 GR 130.0 5 124.3 12 102.8 43 99.8 73 98.0 85 GR 97.7 95 95.3 110 94.4 122 93.4 127 92.3 148 GR 95.1 160 97.4 172 97.8 183 100.7 193 102.8 201 GR 118.0 260 120.1 305 128.0 320 128.0 330 120.2 345 GR 119.8 400 120.0 490 122.0 540 130.0 665 NC 0.350 0.095 0.048 0.3 0.5 OT 2 26600 26600 ET 9.25 0 4.1 1680.0 2280.0 X1 9.25 33 2000 2280 620 40 380 -0.5 GR 130.5 1350 114.5 1365 112.5 1390 112.5 1760 114.5 1825 GR 116.5 1955 116.5 2000 108.0 2026 103.0 2042 95.0 2055 GR 92.5 2055.3 92.3 2056.5 91.3 2064 89.8 2077 88.7 2093 GR 88.6 2113 88.4 2125 87.8 2144 89.4 2164 94.8 2185 GR 100.0 2195 106.0 2206.5 109.0 2213.5 109.0 2214 110.0 2228 GR 120.5 2280 128.5 2290 128.5 2380 120.5 2405 120.5 2555 GR 122.5 2595 124.5 2645 132.0 2740 ET 9.26 0 4.1 1650.0 2280.0 SB 1.15 1.5 2.5 0 140 0 5221 0.14 88.0 88.0 NC 0.110 0.090 0.047 0.1 0.3 1 29JUN98 13:24:47 PAGE 15 X1 9.26 33 2000 2280 30 30 30 X2 0 0 1 124.0 128.0 BT 16.0 1760.0 112.6 112.5 1825.0 114.6 114.5 1955.0 116.6 116.5 BT 2000.0 122.0 116.5 2042.0 128.0 103.0 2055.0 128.6 95.0 2055.0 BT 128.0 124.0 2064 129.0 124.0 2064.0 129.0 124.0 2206.5 129.0 BT 124.0 2206.5 129.0 106.0 2213.5 129.0 109.0 2214 129.0 109.0 BT 2228.0 129.0 110.0 2280.0 128.0 120.5 2290.0 128.6 128.5 GR 134.0 1350 114.5 1365 112.5 1390 112.5 1760 114.5 1825 GR 116.5 1955 116.5 2000 108.0 2026 103.0 2042 95.0 2055 GR 92.5 2055.3 92.3 2056.5 91.3 2064 89.8 2077 88.7 2093 GR 88.6 2113 88.4 2125 87.8 2144 89.4 2164 94.8 2185 GR 100.0 2195 106.0 2206.5 109.0 2213.5 109.0 2214 110.0 2228 GR 120.5 2280 128.5 2290 128.5 2380 120.5 2405 120.5 2545 GR 124.0 2570 128.0 2590 134.0 2620 NH 5 0.105 930 0.120 1090 0.047 1350 0.115 1528 0.095 NH 1600 ET 9.30 0 4.1 276.62 1338.01 X1 9.30 28 1090 1330 230 110 180 GR 132.0 200 113.0 210 113.0 400 113.5 600 114.0 765 GR 113.0 930 114.0 1000 114.0 1065 112.0 1083 110.0 1090 GR 104.0 1120 99.0 1122 93.3 1139 90.4 1157 89.3 1173 GR 89.2 1193 89.0 1205 88.4 1224 90.0 1244 97.0 1265 GR 101.5 1276 106.5 1289 109.0 1309 111.0 1330 118.0 1350 GR 120.0 1490 128.0 1528 134.0 1600 OT 2 26645 26645 NH 4 0.075 1420 0.100 2105 0.048 2295 0.35 2340 ET 9.84 0 4.1 1087.11 2305.0 X1 9.84 40 2105 2305 2000 1780 2730 0 GR 135.0 750 135.0 800 135.0 850 126.0 860 118.0 870 GR 118.0 975 119.0 1224 120.0 1224.1 120.0 1229.9 120.0 1230 GR 120.0 1420 120.0 14o 118.0 1540 117.0 1675 116.0 1740 GR 114.0 1805 112.0 1880 111.0 1930 112.0 2000 112.0 2045 GR 112.0 2045.1 112.0 2049.9 112.0 2050 110.0 2105 102.6 2123 GR 100.1 2137 99.8 2150 99.3 2167 98.9 2178 98.6 2188 GR 98.7 2202 97.5 2215 97.1 2230 97.2 2243 97.4 2252 GR 100.0 2263 102.6 2270 110.0 2295 120.0 2305 134.0 2340 NC 0.1 0.3 NH 5 0.080 1000 0.110 1120 0.050 1330 0.115 1384 0.080 NH 2805 ET 10.20 0 4.1 940.42 2532.77 X1 10.20 35 1102 1330 740 1860 2030 GR 132.0 560 122.0 570 123.0 1000 122.0 1102 109.2 1120 GR 104.5 1133 102.8 1134 98.6 1144 97.4 1154 97.5 1161 GR 96.5 1178 96.4 1183 96.1 1204 95.7 1217 94.8 1229 GR 95.6 1247 97.5 1263 98.3 1274 102.7 1282 110.0 1330 GR 118.6 1384 122.0 1485 122.0 1600 122.0 1700 122.5 1800 GR 122.0 1900 122.0 2000 121.5 2100 121.0 2200 120.0 2318 GR 120.0 2380 120.0 2510 122.0 2600 120.0 2770 132.0 2805 1 29JUN98 13:24:47 PAGE 16 NC 0.1 0.3 QT 2 26773 26773 NH 5 0.095 120 0.046 393 0.115 590 0.095 1180 0.105 NH 1390 ET 10.87 0 4.1 120.0 1072.14 X1 10.87 30 120 343 3700 2970 3540 GR 135.5 0 120.0 50 116.0 120 112.0 142 103.1 170 GR 95.0 188 90.6 207 87.5 214 84.8 226 86.2 239 GR 87.1 248 86.2 265 87.3 278 90.2 289 100.1 312 GR 103.0 319 109.3 322 116.0 343 120.0 365 125.4 393 GR 124.0 435 120.0 500 120.0 590 120.0 940 120.0 1180 GR 120.0 1230 120.0 1255 128.0 1295 132.0 1320 136.0 1390 NH 5 0.090 427 0.095 532 0.050 727 0.095 848 0.060 NH 998 ET 11.41 0 4.1 532.0 832.0 X1 11.41 25 532 727 2860 2540 2840 GR 136.0 350 136.0 400 136.0 420 118.8 427 114.1 532 GR 103.1 541 93.3 562 88.9 579 86.2 597 85.8 616 GR 86.4 625 87.7 641 87.3 657 90.4 668 91.1 673 GR 97.8 689 103.1 699 112.0 718 116.6 727 120.2 750 GR 119.5 812 120.0 848 124.0 895 128.0 925 135.0 998 NC 0.105 0.095 0.050 0.3 0.5 QT 2 26717 26717 ET 11.50 0 4.1 605.0 938.0 X1 11.50 29 645 856 270 440 340 0.899 -0.1 GR 137.8 0 136.0 70 136.0 110 136.0 138 136.0 210 GR 136.0 315 136.0 400 136.0 475 136.0 575 120.0 600 GR 116.0 645 106.0 668 102.5 669 96.6 685 95.2 692 GR 90.7 707 98.3 715 88.9 727 86.4 737 84.0 751 GR 82.9 770 85.2 784 87.1 796 88.1 806 104.0 818 GR 116.0 856 120.0 960 124.0 972 136.0 1005 S8 1.05 1.75 2.5 0 42 22 8245 2.75 82.9 82.8 ET 11.51 0 4.1 543.9 843.3 X1 11.51 0 0 U 200 200 200 0 0.1 X2 0 0 1 134.0 154.5 NC 0.100 0.090 0.050 0.1 0.3 OT 2 26753 26753 ET 11.63 0 4.1 576.0 1016.0 X1 11.63 27 728 945 790 560 640 0 GR 137.0 0 129.5 200 129.5 300 132.0 395 132.0 445 GR 124.0 495 120.0 585 119.0 650 120.5 728 103.2 752 GR 98.9 761 95.4 771 92.6 780 91.7 792 90.9 803 GR 87.2 814 86.9 827 87.9 848 89.1 867 91.5 877 GR 98.0 891 98.5 898 103.1 911 116.0 945 120.0 1005 GR 124.0 1092 140.0 1155 1 29JUN98 13:24:47 PAGE 17 NC 0.110 0.115 0.050 0.1 0.3 OT 2 26775 26775 ET 12.28 0 4.1 1396.0 2088.0 X1 12.28 38 1897 2088 2750 3400 3350 GR 136.3 0 132.0 50 131.8 200 131.6 300 131.7 400 GR 130.0 500 130.6 600 130.6 700 128.9 800 126.0 900 GR 123.0 1000 122.5 1100 120.0 1175 119.2 1300 118.5 1400 GR 118.2 1440 119.1 1600 120.0 1770 122.2 1800 120.0 1855 GR 116.0 1875 112.0 1897 108.0 1899 104.0 1922 95.2 1938 GR 93.4 1948 90.1 1959 87.6 1977 88.7 1998 88.3 2014 GR 90.0 2027 91.6 2036 94.1 2044 97.7 2056 102.8 2071 GR 116.0 2082 120.0 2088 140.0 2115 OT 2 26798 26798 NH 4 0.075 523 0.110 640 0.050 830 0.115 1245 ET 12.78 0 4.1 504.59 946.83 X1 12.78 28 625 830 2220 2740 2600 GR 136.0 0 133.0 100 130.0 200 128.0 295 127.3 367 GR 124.0 435 120.0 485 119.5 523 119.6 625 116.0 640 GR 110.0 644 95.5 657 93.8 681 91.0 695 91.2 730 GR 90.9 742 90.8 755 91.0 766 91.0 771 91.9 793 GR 99.1 811 102.8 817 108.0 820 112.0 830 116.0 855 GR 120.0 1020 132.0 1155 136.0 1245 NC 0.095 0.105 0.050 ET 13.19 0 4.1 248.0 1725.0 X1 13.19 30 248 452 2150 1480 2110 GR 140.0 0 136.0 20 132.0 62 128.0 98 124.0 119 GR 120.0 163 116.0 248 112.0 273 108.0 285 91.3 295 GR 89.5 321 86.8 335 86.9 370 86.6 381 86.5 394 GR 86.6 405 86.8 415 108.0 425 112.0 435 116.0 452 GR 116.5 550 116.5 850 116.0 950 114.1 1400 112.0 1590 GR 112.0 1900 120.0 1920 124.0 1940 132.0 1968 140.0 2020 NC 0.095 0.115 0.047 0.2 0.4 OT 2 26820 26820 ET 13.45 0 4.1 112.0 2608.0 X1 13.45 29 112 308 1430 680 1410 0 GR 140.0 0 129.5 15 120.4 51 116.0 88 112.0 112 GR 109.8 122 101.3 133 91.3 149 85.2 162 83.7 193 GR 84.5 228 89.2 240 101.4 271 108.0 278 112.0 293 GR 116.0 308 117.0 380 116.0 445 115.5 650 115.5 950 GR 116.0 1200 116.0 12(0 117.3 1700 116.0 1900 114.5 2230 GR 113.5 2600 112.0 2795 120.0 2835 140.0 2900 ET 13.64 0 4.1 222.0 3480.0 X1 13.64 27 222 385 1000 190 1020 GR 140.0 33 120.0 114 116.0 183 112.0 202 110.1 217 GR 110.4 222 101.9 233 91.9 249 85.8 262 84.3 293 GR 85.1 328 98.8 340 102.0 371 112.0 385 116.0 413 GR 117.0 550 116.0 725 115.5 1250 116.0 2010 116.5 2300 GR 117.0 2600 116.0 2900 115.0 3100 112.0 3660 116.0 3685 GR 120.0 3695 140.0 3755 1 29JUN98 13:24:47 PAGE 18 NH 5 0.095 50 0.050 239 0.060 1380 0.110 2400 0.095 NH 4835 ET 13.90 0 4.1 50.0 4610.0 X1 13.90 37 50 239 1540 80 1460 GR 138.9 0 139.6 15 118.0 50 101.9 73 98.7 81 GR 95.1 88 85.1 120 84.8 136 85.7 154 86.2 166 GR 90.4 184 92.2 187 97.1 201 101.9 213 105.2 213 GR 116.0 219 118.5 228 122.1 239 121.5 400 121.5 410 GR 119.0 1370 119.0 1380 116.0 1800 116.0 2400 115.6 2600 GR 116.0 2860 116.5 3200 116.0 3515 115.8 3580 116.0 3635 GR 117.0 3800 116.0 4010 115.0 4220 112.0 4750 116.0 4768 GR 120.0 4780 140.0 4835 NC 0.115 0.105 0.048 0.4 0.6 QT 2 26870 26870 ET 14.46 0 4.1 455.24 4494.44 X1 14.46 38 1342 1545 1860 170 2580 GR 139.4 0 136.0 50 132.0 80 128.0 96 124.0 112 GR 120.0 143 116.0 165 117.5 400 116.0 530 114.0 700 GR 116.0 815 118.0 1160 116.5 1342 101.8 1372 92.0 1397 GR 87.1 1418 86.0 1450 86.7 1468 92.0 1487 101.5 1514 GR 108.0 1520 112.0 1545 116.0 1570 120.0 1612 120.5 1680 GR 120.0 1750 116.5 1950 116.8 2600 116.8 2900 116.0 3320 GR 116.0 3600 117.5 3760 116.0 3940 115.0 4200 112.0 4640 GR 116.0 4668 120.0 4688 140.0 4727 ET 14.61 0 4.1 400.0 4100.0 X1 14.61 32 940 1141 620 180 850 GR 140.0 0 136.0 22 132.0 51 124.0 82 120.0 103 GR 116.0 132 115.5 370 116.0 600 118.5 770 116.0 940 GR 112.0 960 103.0 964 92.9 986 88.0 1009 86.9 1040 GR 87.6 1069 92.9 1078 103.0 1104 108.0 1109 116.0 1141 GR 120.0 1238 120.0 1404 117.8 1810 116.0 2865 116.0 3090 GR 117.7 3400 116.0 3580 114.8 3860 112.5 4230 116.0 4264 GR 120.0 4285 140.0 4322 NC 0.105 0.100 0.049 0.3 0.5 QT 2 26893 26893 ET 14.93 0 4.1 485.0 4023.0 X1 14.93 35 2720 2900 670 700 1720 GR 142.0 0 132.0 60 128.0 83 124.0 113 120.0 155 GR 116.0 230 115.5 450 116.0 570 120.0 875 120.0 1080 GR 119.0 1250 120.0 1510 120.0 1630 116.0 1870 117.5 2350 GR 116.6 2500 116.0 2720 112.0 2740 103.0 2744 93.5 2768 GR 88.5 2788 87.5 2820 88.1 2838 93.5 2858 103.0 2884 GR 112.0 2886 116.0 2900 120.0 2925 120.0 3075 116.8 3500 GR 116.0 3745 112.8 4080 116.0 4185 120.0 4203 140.0 4233 1 29JUN98 13:24:47 PAGE 19 ET 15.08 0 4.1 520.0 3350.0 X1 15.08 32 3145 3317 350 860 750 GR 140.0 0 132.0 110 128.0 141 124.0 158 120.0 187 GR 116.0 345 116.0 570 117.0 730 120.0 815 120.8 970 GR 120.0 1065 117.7 1280 117.0 1750 119.0 2200 116.5 2630 GR 116.0 2910 112.0 3145 103.5 3150 94.0 3175 89.1 3196 GR 88.1 3228 88.8 3245 94.0 3265 104.0 3272 112.0 3306 GR 116.0 3317 117.0 3375 116.0 3397 116.0 3518 120.0 3536 GR 128.0 3570 140.0 3605 ET 15.38 0 4.1 465.0 4404.0 X1 15.38 39 2760 2948 260 2390 1440 GR 140.0 0 136.0 82 132.0 115 128.0 130 124.0 155 GR 120.0 158 118.0 450 120.0 675 121.3 870 120.0 1070 GR 119.0 1250 120.0 1410 120.0 1545 119.5 2225 120.0 2295 GR 122.0 2450 120.0 2720 116.0 2760 108.0 2783 104.0 2798 GR 94.5 2825 89.6 2847 88.5 2878 89.2 2896 94.5 2915 GR 104.0 2942 120.0 2948 120.0 2988 116.0 3325 116.0 3730 GR 112.0 3900 108.0 4030 112.0 4335 116.0 4450 120.0 4462 GR 124.0 4472 128.0 4477 132.0 4520 140.0 4545 NC 0.100 0.100 0.050 0.1 0.3 QT 2 26929 26929 ET 15.62 0 4.1 472.77 3739.82 X1 15.62 34 1180 1395 400 1200 1340 GR 142.0 0 136.0 32 132.0 108 128.0 150 124.0 173 GR 120.0 214 117.0 400 120.0 603 123.5 1030 120.0 1180 GR 116.0 1194 112.0 1207 108.0 1216 94.5 1241 87.5 1263 GR 88.2 1283 86.2 1305 93.0 1333 104.0 1358 108.0 1369 GR 112.0 1395 116.0 1600 112.0 1840 112.0 1960 116.0 1995 GR 120.0 2100 120.0 2355 116.0 2595 112.0 2655 116.0 2705 GR 119.0 3860 116.0 3940 116.0 4005 140.0 4010 ET 15.80 0 4.1 384. 2529.66 X1 15.80 26 384 576 740 1230 980 GR 140.0 0 136.0 65 132.0 230 132.0 315 128.0 324 GR 124.0 335 120.0 345 116.0 384 112.0 412 108.0 433 GR 104.0 447 95.0 465 88.3 487 88.9 508 86.7 528 GR 93.5 557 112.0 562 116.0 576 120.0 597 120.0 695 GR 119.5 950 119.3 1580 118.8 2210 118.7 2800 119.5 2880 GR 140.0 2900 QT 2 26956 26956 NH 5 0.065 279 0.115 283 0.052 418 0.105 486 0.060 NH 1260 ET 16.18 0 4.1 160.0 1065.0 X1 16.18 28 279 418 2040 1850 2050 GR 140.8 0 137.5 48 127.0 66 129.3 70 129.3 92 GR 117.8 121 118.9 217 107.4 259 109.3 272 109.5 279 GR 103.2 283 93.9 298 91.7 315 91.5 326 90.7 334 GR 88.6 345 88.6 362 91.8 371 93.8 392 103.2 413 GR 110.2 418 114.0 455 123.8 486 122.5 635 122.1 680 1 1 GR 120.0 835 119.5 12Ju 140.0 1260 29JUN98 13:24:47 PAGE 20 NC 0.100 0.095 0.050 ET 16.32 0 4.1 305.0 675.0 X1 16.32 26 340 528 510 520 510 GR 140.0 0 137.0 30 128.5 46 130.0 50 130.0 70 GR 118.5 104 119.8 217 116.0 251 112.0 340 108.0 357 GR 104.0 360 94.6 375 92.5 393 92.3 404 91.5 411 GR 89.5 422 89.5 440 92.5 448 94.5 470 108.0 486 GR 112.0 504 116.0 518 120.0 528 122.0 700 122.0 750 GR 140.0 760 NC 0.105 0.090 0.050 ET 16.33 0 4.1 490.0 720.0 X1 16.33 24 504 704 240 200 210 GR 137.8 420 132.0 435 129.0 440 129.0 450 125.5 450 GR 116.0 475 112.5 504 104.0 509 103.2 509.5 97.4 522.5 GR 93.9 531.5 87.0 557.5 87.7 569.5 87.7 582.5 88.7 600.5 GR 92.9 625.5 97.2 640.5 103.2 659 104.0 660 125.5 704 GR 125.5 708 131.5 720 136.9 730.5 137.0 810 NC 0.115 0.100 0.050 SB 1.0 1.6 3.0 0 60.0 11 7380 2.5 87.0 86.9 ET 16.34 0 4.1 490.0 720.0 X1 16.34 0 0 0 80 80 80 X2 0 0 1 132.4 137.0 BT 6 420 137.8 137.8 435 138.4 132.0 440 138.9 132.4 BT 720 138.1 131.6 730.5 138.0 136.9 810 137.0 137.0 ET 16.35 0 4.1 540.0 780.0 X1 16.35 24 550 723 50 60 50 GR 140.0 380 140.0 400 140.0 420 119.0 430 118.2 474 GR 116.5 494 116.0 506 112.2 550 109.6 558 103.2 561 GR 97.4 573 93.9 582 87.0 608 87.7 620 87.7 633 GR 88.7 651 92.9 676 97.2 691 103.2 705 112.0 723 GR 116.0 736 120.0 745 121.2 765 140.0 775 T1 TUALATIN RIVER, RM 2.81 TO RM 16.35, POST CONSTRUCTION T2 100 YEAR FLOODWAY ANALYSIS W /ENCROACHMENTS - METHOD 1 T3 TUALATIN RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ -10 3 107.20 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 29JUN98 13:24:47 PAGE 21 THIS RUN EXECUTED 29JUN98 13:24:52 ****** ** * * * * * * * * * * *** * * * * * ** ** * * * * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST SUMMARY PRINTOUT SECNO CWSEL EG HL OLOSS Q QLOB QCH QROB VLOB VCH VROB 10 *KS 2.810 106.82 106.97 .00 .00 23455.00 3911.15 9410.94 10132.91 .94 3.76 2.93 1.92 2.810 107.20 107.40 .00 .00 23455.00 1737.72 10406.25 11311.04 2.66 4.08 3.22 2.21 2.980 106.94 107.09 .12 .00 23455.00 2.46 22514.83 937.71 .13 3.23 .59 1.65 2.980 107.38 107.54 .13 .01 23455.00 .00 23455.00 .00 .00 3.29 .00 1.72 * 3.080 106.80 107.69 .23 .37 23455.00 72.42 21470.94 1911.64 .59 7.91 1.67 19.61 * 3.080 107.16 108.25 .24 .47 23455.00 .00 23455.00 .00 .00 8.41 .00 22.06 3.190 108.03 108.56 .76 .11 23455.00 196.21 20498.31 2760.48 .72 6.19 2.26 10.59 3.190 108.55 109.28 .91 .11 23455.00 .00 23455.00 .00 .00 6.83 .00 13.28 3.230 108.28 108.91 .30 .05 23455.00 663.63 22730.29 61.07 1.03 6.48 1.09 14.93 3.230 109.01 109.63 .32 .03 23455.00 .00 23455.00 .00 .00 6.29 .00 13.38 3.340 109.01 109.70 .76 .03 23455.00 70.38 23384.62 .00 .71 6.67 .00 14.54 3.340 109.67 110.29 .66 .00 23455.00 .00 23455.00 .00 .00 6.33 .00 12.27 * 3.390 109.35 110.81 .72 .39 23455.00 10.51 23444.49 .00 .38 9.71 .00 33.98 * 3.390 109.93 111.26 .62 .35 23455.00 .00 23455.00 .00 .00 9.25 .00 29.38 3.400 109.20 111.12 .08 .23 23455.00 2.20 23452.80 .00 .24 11.12 .00 52.79 3.400 109.81 111.52 .07 .19 23455.00 .00 23455.00 .00 .00 10.50 .00 44.34 3.410 109.85 111.34 .08 .13 23455.00 8.48 23446.52 .00 .35 9.78 .00 34.76 3.410 110.33 111.70 .07 .10 23455.00 .00 23455.00 .00 .00 9.41 .00 30.88 3.460 110.76 112.17 .83 .01 23455.00 7.66 23447.34 .00 .32 9.56 .00 26.55 3.460 111.12 112.45 .75 .00 23455.00 .00 23455.00 .00 .00 9.27 .00 24.20 3.540 112.10 113.09 .87 .04 23455.00 219.84 23235.16 .00 .88 8.03 .00 14.52 3.540 112.33 113.31 .83 .03 23455.00 .00 23455.00 .00 .00 7.98 .00 14.17 29JUN98 13:24:47 PAGE 22 SECNO CWSEL EG HL OLOSS Q QLOB QCH QROB VLOB VCH VROB 10 *KS 3.670 113.17 113.91 .79 .03 23455.00 43.09 23411.91 .00 .54 6.88 .00 9.02 3.670 113.40 114.11 .77 .03 23455.00 .00 23455.00 .00 .00 6.79 .00 8.85 * 3.760 113.75 114.22 .29 .03 23455.00 .32 23233.63 221.04 .21 5.56 .57 4.45 3.760 113.95 114.43 .29 .02 23455.00 .00 23455.00 .00 .00 5.56 .00 4.53 3.850 114.02 114.48 .25 .00 23455.00 .00 22792.10 662.90 .00 5.50 .75 6.20 3.850 114.21 114.69 .26 .00 23455.00 .00 23455.00 .00 .00 5.60 .00 6.53 * 4.120 114.71 115.01 .52 .02 23455.00 8.72 23231.60 214.68 .39 4.42 .47 2.55 * 4.120 114.95 115.26 .54 .02 23455.00 .00 23455.00 .00 .00 4.42 .00 2.63 4.230 114.86 115.16 .15 .00 23455.00 8.63 23235.58 210.79 .42 4.45 .52 2.74 4.230 115.10 115.41 .15 .00 23455.00 .00 23455.00 .00 .00 4.45 .00 2.81 4.260 114.87 115.22 .05 .01 23455.00 28.50 23325.58 100.92 .55 4.75 .44 2.94 4.260 115.12 115.46 .05 .01 23455.00 .01 23336.79 118.20 .03 4.71 .46 2.85 4.280 114.92 115.27 .05 .00 23455.00 28.67 23324.17 102.16 .55 4.75 .44 2.94 4.280 115.17 115.51 .05 .00 23455.00 .01 23454.99 .00 .03 4.73 .00 2.93 4.290 114.94 115.29 .02 .00 23455.00 28.26 23327.62 99.12 .55 4.76 .44 2.96 4.290 115.19 115.54 .02 .00 23455.00 .01 23454.99 .00 .03 4.74 .00 2.94 4.300 114.97 115.32 .02 .00 23455.00 29.13 23325.38 100.49 .57 4.77 .46 3.26 4.300 115.21 115.56 .02 .00 23455.00 .01 23454.99 .00 .03 4.75 .00 3.24 4.320 115.01 115.36 .05 .00 23455.00 29.29 23324.07 101.65 .57 4.76 .46 3.25 4.320 115.26 115.61 .05 .00 23455.00 .01 23454.99 .00 .03 4.74 .00 3.24 4.400 115.15 115.51 .14 .00 23455.00 5.63 23436.74 12.63 .29 4.84 .32 4.28 4.400 115.40 115.75 .14 .00 23455.00 .00 23455.00 .00 .00 4.78 .00 4.23 4.870 116.07 116.42 .91 .00 23455.00 504.25 22936.92 13.82 .54 4.83 .51 3.33 4.870 116.34 116.71 .95 .00 23455.00 .00 23455.00 .00 .00 4.89 .00 3.63 * 5.280 116.95 117.53 1.04 .07 23455.00 .00 23146.92 308.08 .00 6.18 .81 6.92 5.280 117.28 117.87 1.10 .07 23455.00 .00 23455.00 .00 .00 6.16 .00 7.00 * 5.370 117.50 117.74 .17 .04 23455.00 222.31 23141.66 91.03 .81 3.89 .56 2.28 * 5.370 117.84 118.08 .17 .04 23455.00 .00 23455.00 .00 .00 3.90 .00 2.36 5.380 117.54 117.76 .02 .00 23455.00 .00 23455.00 .00 .00 3.78 .00 2.29 5.380 117.88 118.10 .02 .00 23455.00 .00 23455.00 .00 .00 3.73 .00 2.20 5.390 117.55 117.77 .01 .00 23455.00 .00 23455.00 .00 .00 3.79 .00 2.31 5.390 117.90 118.11 .01 .00 23455.00 .00 23455.00 .00 .00 3.74 .00 2.23 5.400 117.54 117.79 .01 .01 23455.00 500.62 22828.88 125.51 .87 4.05 .55 2.37 5.400 117.87 118.14 .01 .01 23455.00 .00 23455.00 .00 .00 4.11 .00 2.60 29JUN98 13:24:47 PAGE 23 SECNO CWSEL EG HL OLOSS 0 QLOB OCH OROB VLOB VCH VROB 10 *KS 5.490 117.64 117.93 .13 .01 23455.00 165.16 23214.97 74.88 .64 4.34 .55 3.26 5.490 118.00 118.29 .14 .01 23455.00 .00 23455.00 .00 .00 4.32 .00 3.34 5.600 117.83 118.11 .18 .00 23455.00 83.43 22977.79 393.78 .60 4.30 .80 2.94 5.600 118.18 118.47 .19 .00 23455.00 .00 23455.00 .00 .00 4.32 .00 3.12 5.670 117.91 118.26 .13 .02 23455.00 112.74 23047.10 295.16 .63 4.76 .94 4.11 5.670 118.28 118.63 .14 .02 23455.00 .00 23455.00 .00 .00 4.76 .00 4.33 5.750 118.17 118.39 .12 .01 23455.00 484.36 22872.81 97.83 .62 3.80 .55 2.17 5.750 118.54 118.76 .12 .01 23455.00 .00 23455.00 .00 .00 3.84 .00 2.35 6.070 118.56 118.76 .37 .00 23455.00 .00 19552.96 3902.05 .00 3.88 .84 2.19 6.070 118.95 119.15 .39 .00 23455.00 .00 20162.95 3292.05 .00 3.94 .91 2.24 6.480 119.10 119.43 .63 .04 23455.00 1720.81 21733.40 .79 .97 4.82 .22 4.16 * 6.480 119.48 119.89 .67 .06 23455.00 .00 23453.33 1.67 .00 5.11 .28 4.74 6.620 119.47 119.73 .29 .01 23455.00 417.91 22642.88 394.22 .51 4.12 .55 2.99 6.620 119.95 120.21 .31 .01 23455.00 167.80 23287.20 .00 .51 4.16 .00 3.05 6.700 119.59 119.83 .10 .00 25570.00 65.43 25036.86 467.71 .37 3.97 .75 2.80 6.700 120.07 120.32 .10 .00 25570.00 .00 25570.00 .00 .00 3.97 .00 2.87 6.820 119.76 120.04 .20 .01 25570.00 6.63 24659.85 903.51 .37 4.31 .81 3.02 6.820 120.25 120.54 .21 .02 25570.00 .00 25570.00 .00 .00 4.38 .00 3.25 6.920 119.95 120.21 .16 .00 25570.00 2705.18 22413.81 451.01 .76 4.38 .80 3.90 6.920 120.40 120.76 .18 .03 25570.00 .00 25299.73 270.27 .00 4.84 .97 4.85 7.000 120.07 120.46 .19 .06 27000.00 1405.59 25545.44 48.98 .67 5.13 .59 5.00 7.000 120.58 121.02 .22 .04 27000.00 .00 27000.00 .00 .00 5.30 .00 5.55 7.080 120.33 120.69 .22 .01 27000.00 1212.21 24805.12 982.67 .73 5.03 1.11 4.65 7.080 120.83 121.27 .25 .00 27000.00 .00 26908.71 91.29 .00 5.34 .96 5.14 7.200 120.59 120.96 .27 .00 27000.00 837.23 25321.04 841.73 .64 5.05 .97 4.06 7.200 121.17 121.57 .29 .01 27000.00 .00 26468.89 531.11 .00 5.16 1.28 4.30 7.270 120.78 121.13 .16 .01 27000.00 2202.92 23598.68 1198.40 .96 5.05 1.07 4.62 7.270 121.31 121.79 .18 .03 27000.00 .00 26622.14 377.86 .00 5.57 1.28 5.72 7.350 121.03 121.30 .14 .02 27000.00 1173.64 24208.58 1617.77 .71 4.39 .92 3.19 7.350 121.65 121.99 .17 .04 27000.00 27.14 26809.49 163.37 .63 4.75 .96 3.61 7.390 121.08 121.45 .10 .05 27000.00 398.34 24520.14 2081.51 .56 5.11 1.03 5.18 7.390 121.70 122.17 .11 .06 27000.00 .00 27000.00 .00 .00 5.48 .00 6.05 7.490 121.38 121.66 .19 .03 25000.00 113.71 24148.51 737.77 .67 4.35 1.09 3.20 7.490 122.09 122.42 .22 .04 27000.00 130.82 26674.23 194.95 .86 4.67 .99 3.55 29JUN98 13:24:47 PAGE 24 SECNO CWSEL EG HL OLOSS 0 QLOB QCH QROB VLOB VCH VROB 10 *KS 7.620 121.64 121.89 .22 .01 23000.00 92.30 22260.88 646.81 .64 4.07 1.00 2.86 7.620 122.35 122.71 .28 .01 27000.00 .00 27000.00 .00 .00 4.80 .00 4.25 7.740 121.82 122.15 .22 .04 23000.00 149.28 22694.11 156.61 .77 4.67 .58 4.29 7.740 122.61 123.05 .30 .04 27000.00 69.27 26919.30 11.44 .89 5.35 .59 5.37 7.800 122.06 122.28 .10 .03 23000.00 1034.92 21690.75 274.33 .89 3.89 .68 2.82 7.800 122.88 123.22 .13 .03 27000.00 .00 27000.00 .00 .00 4.68 .00 4.23 7.880 122.14 122.43 .13 .02 23000.00 310.93 22562.86 126.21 .64 4.33 .61 3.40 7.880 123.02 123.41 .18 .01 27000.00 .00 26922.94 77.06 .00 5.00 .84 4.29 8.000 122.34 122.63 .20 .00 23000.00 79.23 22591.00 329.78 .57 4.31 .62 2.91 8.000 123.29 123.67 .26 .00 27000.00 .00 27000.00 .00 .00 4.96 .00 3.94 8.080 122.48 122.78 .15 .01 23000.00 .22 22452.95 546.83 .19 4.51 .63 3.55 8.080 123.46 123.88 .20 .01 27000.00 .00 27000.00 .00 .00 5.19 .00 4.62 8.090 122.48 122.85 .05 .02 23000.00 .00 22167.61 832.39 .00 4.94 1.14 3.70 8.090 123.45 123.97 .06 .03 27000.00 .00 26870.77 129.23 .00 5.75 1.19 4.79 8.150 122.51 122.91 .05 .02 23000.00 .00 23000.00 .00 .00 5.07 .00 4.89 8.150 123.53 124.03 .06 .00 27000.00 .00 27000.00 .00 .00 5.67 .00 5.88 8.160 122.54 122.94 .03 .00 23000.00 .00 23000.00 .00 .00 5.07 .00 4.89 8.160 123.57 124.07 .04 .00 27000.00 .00 27000.00 .00 .00 5.67 .00 5.87 8.180 122.64 123.00 .04 .01 23000.00 .06 22993.67 6.27 .12 4.77 .45 3.97 8.180 123.69 124.14 .05 .02 27000.00 .00 27000.00 .00 .00 5.36 .00 4.95 8.200 122.69 123.05 .05 .00 23000.00 .00 22727.66 272.34 .00 4.83 .68 3.82 8.200 123.75 124.21 .06 .01 27000.00 .00 26940.14 59.86 .00 5.48 .82 4.67 8.280 122.96 123.22 .14 .03 23000.00 381.33 22431.59 187.07 .72 4.10 .66 2.89 8.280 124.08 124.42 .17 .04 27000.00 .00 27000.00 .00 .00 4.70 .00 3.85 8.410 123.16 123.47 .22 .03 23000.00 67.69 22932.31 .00 .39 4.50 .00 3.66 8.410 124.34 124.73 .29 .02 27000.00 .00 27000.00 .00 .00 5.02 .00 4.51 8.490 123.31 123.69 .17 .04 23000.00 117.99 22355.56 526.45 .93 4.99 .81 4.34 8.490 124.53 125.04 .22 .08 27000.00 .00 27000.00 .00 .00 5.72 .00 5.89 8.530 123.53 123.80 .06 .05 23000.00 .00 22741.04 258.97 .00 4.21 .90 2.80 8.530 124.85 125.20 .08 .08 27000.00 .00 27000.00 .00 .00 4.74 .00 3.59 8.540 123.55 123.82 .02 .00 23000.00 .00 22749.18 250.83 .00 4.25 .89 2.87 8.540 124.87 125.22 .03 .00 27000.00 .00 27000.00 .00 .00 4.78 .00 3.67 8.560 123.59 123.87 .05 .00 23000.00 .00 22046.90 953.10 .00 4.31 .88 3.29 8.560 124.92 125.31 .06 .02 27000.00 .00 27000.00 .00 .00 4.98 .00 4.22 29JUN98 13:24:47 PAGE 25 SECNO CWSEL EG HL OLOSS Q QLOB QCH QROB VLOB VCH VROB 10 *KS 8.660 123.78 124.01 .13 .01 23000.00 18.26 21748.05 1233.69 .46 4.00 .77 2.65 8.660 125.15 125.49 .17 .01 27000.00 .00 27000.00 .00 .00 4.69 .00 3.59 8.740 123.88 124.24 .17 .06 23000.00 .00 21648.96 1351.04 .00 4.90 1.10 5.27 8.740 125.28 125.79 .22 .08 27000.00 .00 27000.00 .00 .00 5.71 .00 6.70 8.820 124.15 124.47 .23 .00 27000.00 12.47 24726.90 2260.63 .49 4.77 .95 5.30 8.820 125.70 126.05 .25 .02 27000.00 .00 26509.69 490.31 .00 4.79 .99 5.09 8.830 124.16 124.48 .01 .00 27000.00 11.86 24769.39 2218.75 .49 4.79 .95 5.39 8.830 125.71 126.06 .01 .00 27000.00 .00 26516.32 483.68 .00 4.81 .99 5.15 .. t 8.900 124.40 124.65 .16 .01 27000.00 8.95 24299.62 2691.43 .38 4.24 .81 3.08 8.900 125.93 126.22 .15 .01 27000.00 19.00 26535.36 445.64 .49 4.34 .75 2.95 9.180 124.87 125.20 .51 .04 27000.00 .02 26104.12 895.87 .10 4.69 .70 4.16 9.180 126.38 126.70 .46 .01 27000.00 .00 26733.88 266.12 .00 4.50 .81 3.55 * 9.250 125.19 125.35 .09 .05 26600.00 2224.39 23766.08 609.53 .29 3.32 .54 1.61 * 9.250 126.66 126.83 .09 .04 26600.00 1146.64 25453.36 .00 .28 3.36 .00 1.58 * 9.260 125.26 125.36 .01 .01 26600.00 10315.26 15583.58 701.16 1.40 3.10 .90 4.07 * 9.260 126.66 126.84 .01 .00 26600.00 7271.23 19328.77 .00 1.74 3.82 .00 6.27 * 9.300 125.31 125.39 .03 .00 26600.00 7324.48 18573.16 702.37 .70 2.76 .60 .93 * 9.300 126.80 126.88 .03 .01 26600.00 7562.60 18936.47 100.93 .69 2.67 .88 .82 * * 125.71 125.77 .37 .00 26645.00 14190.26 12448.99 5.75 1.28 2.55 .14 3.01 127.18 127.23 .34 .00 26645.00 15110.00 11535.00 .00 1.39 2.23 .00 3.01 10.200 126.10 126.22 .43 .02 26645.00 1215.17 19185.33 6244.50 .63 3.35 .84 2.35 10.200 127.52 127.64 .39 .02 26645.00 468.99 19131.63 7044.38 .60 3.16 .89 1.95 10.870 126.69 126.84 .61 .01 26773.00 502.75 22460.47 3809.77 .74 3.47 .65 1.39 10.870 128.04 128.19 .54 .01 26773.00 .00 22796.21 3976.80 .00 3.36 .72 1.32 11.410 127.09 127.30 .44 .02 26773.00 1125.50 24670.06 977.44 1.00 3.86 .82 1.76 11.410 128.42 128.65 .44 .02 26773.00 .00 25944.84 828.15 .00 3.90 .88 1.87 11.500 127.13 127.40 .07 .03 26717.00 384.19 25347.62 985.19 .94 4.29 1.06 2.51 11.500 128.47 128.76 .08 .03 26717.00 .00 25394.68 1322.32 .00 4.47 1.22 2.81 11.510 127.17 127.44 .04 .00 26717.00 380.94 25359.21 976.85 .94 4.30 1.06 2.53 11.510 128.51 128.76 .00 .00 26717.00 340.64 25521.57 854.79 .88 4.15 1.06 2.22 11.630 127.38 127.59 .14 .01 26753.00 1189.98 24669.60 893.43 .73 3.77 .85 1.86 11.630 128.70 128.89 .12 .01 26753.00 1112.86 24924.81 715.32 .81 3.65 .97 1.64 12.280 127.99 128.15 .55 .00 26775.00 5312.16 21447.81 15.03 .68 3.52 .35 1.54 12.280 129.26 129.43 .53 .00 26775.00 4088.78 22686.22 .00 .80 3.58 .00 1.60 29JUN98 13:24:47 PAGE 26 SECNO CWSEL EG HL OLOSS Q QLOB OCH QROB VLOB VCH VROB 10 *KS 12.780 128.42 128.59 .44 .00 26798.00 1521.89 23248.37 2027.74 .84 3.56 .82 1.91 12.780 129.69 129.87 .44 .00 26798.00 1060.13 24301.23 1436.64 .87 3.58 .93 1.83 * 13.190 128.74 128.78 .18 .01 26798.00 645.08 13401.42 12751.51 .51 2.04 .61 .54 * 13.190 130.03 130.07 .18 .01 26798.00 .00 14255.38 12542.62 .00 2.09 .65 .58 13.450 128.80 128.83 .04 .00 26820.00 394.97 12130.17 14294.87 .45 1.83 .42 .34 13.450 130.10 130.12 .04 .00 26820.00 .00 12161.45 14658.55 .00 1.77 .44 .33 13.640 128.83 128.84 .02 .00 26820.00 665.83 9671.74 16482.43 .43 1.66 .38 .27 13.640 130.12 130.14 .02 .00 26820.00 .00 9485.61 17334.39 .00 1.57 .39 .26 13.900 128.85 128.86 .01 .00 26820.00 17.33 7176.68 19626.00 .18 1.17 .36 .17 13.900 130.14 130.15 .01 .00 26820.00 .00 6737.63 20082.37 .00 1.06 .35 .15 t 14.460 128.87 128.88 .02 .00 26870.00 4585.50 8797.22 13487.29 .30 1.34 .34 .19 14.460 130.16 130.17 .02 .00 26870.00 3860.40 9075.46 13934.14 .32 1.33 .35 .18 14.610 128.88 128.89 .01 .00 26870.00 3618.67 9004.35 14246.98 .34 1.44 .37 .24 14.610 130.16 130.18 .01 .00 26870.00 2516.75 9389.30 14963.95 .35 1.44 .38 .23 14.930 128.90 128.92 .03 .00 26893.00 11172.93 8918.24 6801.83 .39 1.55 .43 .30 14.930 130.19 130.21 .03 .00 26893.00 11046.01 9434.42 6412.57 .41 1.58 .44 .29 15.080 128.92 128.94 .02 .00 26893.00 15604.02 9856.50 1432.49 .46 1.81 .49 .39 15.080 130.21 130.23 .02 .00 26893.00 16195.19 10501.54 196.27 .48 1.85 .43 .39 15.380 128.97 128.98 .04 .00 26893.00 7640.76 8819.30 10432.94 .32 1.49 .47 .27 15.380 130.25 130.27 .03 .00 26893.00 7560.65 8715.42 10616.93 .32 1.41 .46 .23 15.620 129.00 129.01 .03 .00 26929.00 2986.04 9765.42 14177.54 .35 1.52 .44 .30 15.620 130.28 130.29 .03 .00 26929.00 2174.05 10112.26 14642.69 .34 1.51 .46 .28 * 15.800 129.03 129.07 .05 .01 26929.00 316.25 13057.06 13555.69 .59 2.32 .60 .76 * 15.800 130.31 130.35 .05 .01 26929.00 .00 13239.35 13689.65 .00 2.25 .63 .74 16.180 129.18 129.28 .19 .02 26956.00 3363.36 15086.58 8506.06 1.47 3.09 1.16 1.32 16.180 130.46 130.56 .19 .02 26956.00 2972.68 16177.80 7805.52 1.62 3.20 1.22 1.34 16.320 129.19 129.40 .08 .03 26956.00 3494.79 21830.95 1630.26 1.15 3.97 .91 2.16 16.320 130.43 130.70 .09 .05 26956.00 743.44 24727.15 1485.42 1.20 4.31 1.05 2.41 16.330 129.20 129.46 .05 .02 26956.00 716.60 26225.97 13.42 1.11 4.20 .47 2.23 16.330 130.49 130.75 .05 .00 26956.00 191.73 26740.65 23.62 .80 4.11 .53 2.03 16.340 129.21 129.48 .02 .00 26956.00 656.67 26287.13 12.21 1.01 4.20 .43 2.24 16.340 130.50 130.76 .02 .00 26956.00 175.27 26759.28 21.44 .73 4.11 .48 2.03 16.350 129.24 129.49 .01 .00 26956.00 1532.75 24921.27 501.99 .99 4.21 1.03 1.97 16.350 130.50 130.78 .01 .00 26956.00 111.84 26250.93 593.23 .63 4.27 1.08 1.93 29JUN98 13:24:47 PAGE 27 SUMMARY PRINTOUT SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 2.810 .00 23455.00 106.82 .00 .00 83.70 .00 1179.33 69.37 808.00 933.00 1248.70 2.810 .00 23455.00 107.20 .00 .00 83.70 .38 460.00 749.00 808.00 933.00 1209.00 2.980 710.00 23455.00 106.94 .00 .00 80.70 .00 750.76 963.43 1000.00 1389.00 1714.19 2.980 710.00 23455.00 107.38 .00 .00 80.70 .44 389.00 1000.00 1000.00 1389.00 1389.00 * 3.080 580.00 23455.00 106.80 .00 .00 87.90 .00 717.16 822.03 980.00 1190.00 1539.19 * 3.080 580.00 23455.00 107.16 .00 .00 87.90 .36 210.00 980.00 980.00 1190.00 1190.00 3.190 540.00 23455.00 108.03 .00 .00 87.30 .00 650.75 1072.90 1356.00 1590.00 1746.74 3.190 540.00 23455.00 108.55 .00 .00 87.30 .52 234.00 1356.00 1356.00 1590.00 1590.00 3.230 240.00 23455.00 108.28 .00 .00 93.40 .00 617.77 688.59 980.00 1280.00 1306.37 3.230 240.00 23455.00 109.01 .00 .00 93.40 .73 300.00 980.00 980.00 1280.00 1280.00 3.340 515.00 23455.00 109.01 .00 .00 94.20 .00 391.80 843.89 966.00 1270.00 1268.81 3.340 515.00 23455.00 109.67 .00 .00 94.20 .66 303.69 966.00 966.00 1270.00 1269.69 * 3.390 340.00 23455.00 109.35 .00 .00 95.00 .00 300.67 876.76 1000.00 1220.00 1208.29 * 3.390 340.00 23455.00 109.93 .00 .00 95.00 .59 206.23 1002.96 1000.00 1220.00 1209.19 3.400 20.00 23455.00 109.20 .00 .00 98.00 .00 294.28 878.17 1000.00 1220.00 1207.61 3.400 20.00 23455.00 109.81 .00 .00 98.00 .61 204.68 1003.87 1000.00 1220.00 1208.55 3.410 20.00 23455.00 109.85 .00 .00 95.60 .00 299.23 876.68 1000.00 1220.00 1208.16 3.410 20.00 23455.00 110.33 .00 .00 95.60 .47 205.49 1003.39 1000.00 1220.00 1208.88 3.460 275.00 23455.00 110.76 .00 .00 96.45 .00 307.44 877.14 1000.00 1235.00 1216.07 3.460 275.00 23455.00 111.12 .00 .00 96.45 .36 213.09 1003.53 1000.00 1235.00 1216.62 3.540 455.00 23455.00 112.10 .00 .00 92.70 .00 352.64 1269.86 1422.00 1624.00 1622.50 3.540 455.00 23455.00 112.33 .00 .00 92.70 .23 200.60 1422.00 1422.00 1624.00 1622.60 3.670 700.00 23455.00 113.17 .00 .00 93.70 .00 300.51 1189.85 1278.00 1534.00 1490.37 3.670 700.00 23455.00 113.40 .00 .00 93.70 .22 212.84 1278.00 1278.00 1534.00 1490.84 * 3.760 475.00 23455.00 113.75 .00 .00 89.10 .00 390.56 1052.37 1055.00 1260.00 1442.93 3.760 475.00 23455.00 113.95 .00 .00 89.10 .20 205.00 1055.00 1055.00 1260.00 1260.00 3.850 480.00 23455.00 114.02 .00 .00 85.60 .00 613.86 317.93 318.00 550.00 964.34 3.850 480.00 23455.00 114.21 .00 .00 85.60 .19 232.00 318.00 318.00 550.00 550.00 * 4.120 1385.00 23455.00 114.71 .00 .00 78.40 .00 406.30 980.55 990.00 1215.00 1386.85 * 4.120 1385.00 23455.00 114.95 .00 .00 78.40 .24 225.00 990.00 990.00 1215.00 1215.00 4.230 550.00 23455.00 114.86 .00 .00 78.70 .00 378.75 980.89 990.00 1215.00 1359.64 4.230 550.00 23455.00 115.10 .00 .00 78.70 .24 225.00 990.00 990.00 1215.00 1215.00 29JUN98 13:24:47 PAGE 28 SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 4.260 160.00 23455.00 114.87 .00 .00 78.84 .00 326.37 89.02 104.04 308.40 415.39 4.260 160.00 23455.00 115.12 .00 .00 78.84 .25 311.00 104.00 104.04 308.40 415.00 4.280 50.00 23455.00 114.92 157.39 156.23 78.87 .00 326.62 88.98 104.04 308.40 415.60 4.280 50.00 23455.00 115.17 157.39 156.23 78.87 .25 204.40 104.00 104.04 308.40 308.40 4.290 80.00 23455.00 114.94 .00 .00 78.94 .00 326.00 89.08 104.04 308.40 415.08 4.290 80.00 23455.00 115.19 .00 .00 78.94 .25 204.40 104.00 104.04 308.40 308.40 4.300 80.00 23455.00 114.97 .00 .00 79.01 .00 325.37 89.18 104.04 308.40 414.55 4.300 80.00 23455.00 115.21 .00 .00 79.01 .25 204.40 104.00 104.04 308.40 308.40 4.320 50.00 23455.00 115.01 152.04 154.51 79.04 .00 325.60 89.14 104.04 308.40 414.74 4.320 50.00 23455.00 115.26 152.04 154.51 79.04 .25 204.40 104.00 104.04 308.40 308.40 4.400 385.00 23455.00 115.15 .00 .00 79.35 .00 283.50 969.78 990.00 1215.00 1253.27 4.400 385.00 23455.00 115.40 .00 .00 79.35 .25 225.00 990.00 990.00 1215.00 1215.00 IN l A 4.870 2430.00 23455.00 116.07 .00 .00 80.50 .00 541.33 695.39 1035.00 1230.00 1236.72 4.870 2430.00 23455.00 116.34 .00 .00 80.50 .27 195.00 1035.00 1035.00 1230.00 1230.00 * 5.280 2235.00 23455.00 116.95 .00 .00 90.40 .00 321.60 1035.08 1034.00 1219.00 1356.68 5.280 2235.00 23455.00 117.28 .00 .00 90.40 .33 184.64 1034.36 1034.00 1219.00 1219.00 * 5.370 460.00 23455.00 117.50 .00 .00 81.60 .00 313.27 984.27 1025.00 1257.00 1297.54 * 5.370 460.00 23455.00 117.84 .00 .00 81.60 .34 232.00 1025.00 1025.00 1257.00 1257.00 5.380 85.00 23455.00 117.54 .00 .00 82.40 .00 254.71 161.86 158.00 438.00 416.57 5.380 85.00 23455.00 117.88 .00 .00 82.40 .35 256.39 161.35 158.00 438.00 417.74 5.390 40.00 23455.00 117.55 134.50 120.20 82.50 .00 254.23 162.01 158.00 438.00 416.24 5.390 40.00 23455.00 117.90 134.50 120.20 82.50 .35 255.96 161.48 158.00 438.00 417.44 5.400 40.00 23455.00 117.54 .00 .00 83.60 .00 366.59 236.94 324.00 542.00 603.52 5.400 40.00 23455.00 117.87 .00 .00 83.60 .33 218.00 324.00 324.00 542.00 542.00 5.490 485.00 23455.00 117.64 .00 .00 86.90 .00 370.64 1083.79 1157.00 1400.00 1454.43 5.490 485.00 23455.00 118.00 .00 .00 86.90 .35 243.00 1157.00 1157.00 1400.00 1400.00 5.600 580.00 23455.00 117.83 .00 .00 87.10 .00 366.83 978.04 1023.00 1251.00 1344.87 5.600 580.00 23455.00 118.18 .00 .00 87.10 .35 228.00 1023.00 1023.00 1251.00 1251.00 5.670 370.00 23455.00 117.91 .00 .00 93.10 .00 350.27 994.51 1056.00 1283.00 1344.79 5.670 370.00 23455.00 118.28 .00 .00 93.10 .36 227.00 1056.00 1056.00 1283.00 1283.00 5.750 400.00 23455.00 118.17 .00 .00 83.70 .00 463.78 214.53 395.00 635.00 678.31 5.750 400.00 23455.00 118.54 .00 .00 83.70 .36 240.00 395.00 395.00 635.00 635.00 6.070 1690.00 23455.00 118.56 .00 .00 82.90 .00 825.92 350.96 350.00 530.00 1176.88 6.070 1690.00 23455.00 118.95 .00 .00 82.90 .38 619.30 350.70 350.00 530.00 970.00 29JUN98 13:24:47 PAGE 29 SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENOST 6.480 2155.00 23455.00 119.10 .00 .00 86.70 .00 512.98 1033.45 1348.00 1541.00 1546.44 * 6.480 2155.00 23455.00 119.48 .00 .00 86.70 .38 200.04 1348.00 1348.00 1541.00 1548.04 6.620 835.00 23455.00 119.47 .00 .00 87.40 .00 764.97 1046.72 1342.00 1578.00 1811.69 6.620 835.00 23455.00 119.95 .00 .00 87.40 .47 353.00 1225.00 1342.00 1578.00 1578.00 6.700 350.00 25570.00 119.59 .00 .00 88.10 .00 506.23 206.06 305.00 585.00 712.29 6.700 350.00 25570.00 120.07 .00 .00 88.10 .48 280.00 305.00 305.00 585.00 585.00 6.820 685.00 25570.00 119.76 .00 .00 89.10 .00 457.94 295.59 305.00 540.00 753.53 6.820 685.00 25570.00 120.25 .00 .00 89.10 .48 235.00 305.00 305.00 540.00 540.00 6.920 470.00 25570.00 119.95 .00 .00 91.90 .00 1263.84 170.82 1057.00 1300.00 1434.66 6.920 470.00 25570.00 120.40 .00 .00 91.90 .45 293.00 1057.00 1057.00 1300.00 1350.00 7.000 430.00 27000.00 120.07 .00 .00 90.60 .00 1024.59 566.30 1330.00 1551.00 1590.89 7.000 430.00 27000.00 120.58 .00 .00 90.60 .51 221.00 1330.00 1330.00 1551.00 1551.00 7.080 465.00 27000.00 120.33 .00 .00 87.00 .00 852.83 550.23 1048.00 1256.00 1403.06 7.080 465.00 27000.00 120.83 .00 .00 87.00 .50 220.00 1048.00 1048.00 1256.00 1268.00 4 7.200 620.00 27000.00 120.59 .00 .00 86.90 .00 823.54 600.91 1065.00 1253.00 1424.45 7.200 620.00 27000.00 121.17 .00 .00 86.90 .57 234.00 1065.00 1065.00 1253.00 1299.00 7.270 370.00 27000.00 120.78 .00 .00 91.70 .00 885.27 570.40 1053.00 1253.00 1455.68 7.270 370.00 27000.00 121.31 .00 .00 91.70 .53 235.00 1053.00 1053.00 1253.00 1288.00 7.350 370.00 27000.00 121.03 .00 .00 92.00 .00 930.02 599.61 1005.00 1222.00 1529.62 7.350 370.00 27000.00 121.65 .00 .00 92.00 .62 240.00 1000.00 1005.00 1222.00 1240.00 7.390 250.00 27000.00 121.08 .00 .00 94.40 .00 961.39 803.86 1143.00 1357.00 1765.25 7.390 250.00 27000.00 121.70 .00 .00 94.40 .63 214.00 1143.00 1143.00 1357.00 1357.00 7.490 475.00 25000.00 121.38 .00 .00 92.70 .00 384.05 938.26 1015.00 1240.00 1322.31 7.490 475.00 27000.00 122.09 .00 .00 92.70 .71 270.00 990.00 1015.00 1240.00 1260.00 7.620 710.00 23000.00 121.64 .00 .00 93.33 .00 370.08 952.11 1015.00 1240.00 1322.19 7.620 710.00 27000.00 122.35 .00 .00 93.33 .71 225.00 1015.00 1015.00 1240.00 1240.00 7.740 630.00 23000.00 121.82 .00 .00 94.10 .00 389.64 993.16 1048.00 1269.00 1382.80 7.740 630.00 27000.00 122.61 .00 .00 94.10 .79 238.00 1035.00 1048.00 1269.00 1273.00 7.800 280.00 23000.00 122.06 .00 .00 94.00 .00 547.98 799.28 1000.00 1244.00 1347.26 7.800 280.00 27000.00 122.88 .00 .00 94.00 .82 244.00 1000.00 1000.00 1244.00 1244.00 7.880 420.00 23000.00 122.14 .00 .00 91.90 .00 448.33 168.71 307.90 545.65 617.04 7.880 420.00 27000.00 123.02 .00 .00 91.90 .88 244.00 316.00 307.90 545.65 560.00 8.000 630.00 23000.00 122.34 .00 .00 91.30 .00 424.20 111.28 155.00 370.00 535.47 8.000 630.00 27000.00 123.29 .00 .00 91.30 .94 215.00 155.00 155.00 370.00 370.00 29JUN98 13:24:47 PAGE 30 SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 8.080 465.00 23000.00 122.48 .00 .00 93.20 .00 508.74 1080.22 1082.00 1306.00 1588.97 8.080 465.00 27000.00 123.46 .00 .00 93.20 .98 224.00 1082.00 1082.00 1306.00 1306.00 8.090 125.00 23000.00 122.48 .00 .00 91.96 .00 288.75 43.13 43.00 230.00 331.88 8.090 125.00 27000.00 123.45 .00 .00 91.96 .97 197.00 43.00 43.00 230.00 240.00 8.150 110.00 23000.00 122.51 .00 .00 89.72 .00 218.25 43.18 43.00 265.00 261.42 8.150 110.00 27000.00 123.53 .00 .00 89.72 1.02 221.20 43.00 43.00 265.00 264.20 8.160 160.00 23000.00 122.54 132.70 126.00 89.74 .00 218.28 43.16 43.00 265.00 261.44 8.160 160.00 27000.00 123.57 132.70 126.00 89.74 1.03 221.25 43.00 43.00 265.00 264.25 8.180 100.00 23000.00 122.64 .00 .00 90.00 .00 221.59 42.56 44.00 260.00 264.15 8.180 100.00 27000.00 123.69 .00 .00 90.00 1.05 216.00 44.00 44.00 260.00 260.00 8.200 135.00 23000.00 122.69 .00 .00 91.10 .00 333.53 1143.80 1139.00 1348.00 1477.33 8.200 135.00 27000.00 123.75 .00 .00 91.10 1.05 219.50 1142.50 1139.00 1348.00 1362.00 8.280 410.00 23000.00 122.96 .00 .00 91.60 .00 436.47 223.88 338.00 588.00 660.36 8.280 410.00 27000.00 124.08 .00 .00 91.60 1.11 250.00 338.00 338.00 588.00 588.00 8.410 690.00 23000.00 123.16 .00 .00 88.70 .00 342.13 912.10 1020.00 1267.00 1254.23 8.410 690.00 27000.00 124.34 .00 .00 88.70 1.18 243.43 1020.00 1020.00 1267.00 1263.43 8.490 430.00 23000.00 8.490 430.00 27000.00 8.530 180.00 23000.00 8.530 180.00 27000.00 8.540 70.00 23000.00 8.540 70.00 27000.00 8.560 155.00 23000.00 8.560 155.00 27000.00 8.660 440.00 23000.00 8.660 440.00 27000.00 8.740 450.00 23000.00 8.740 450.00 27000.00 8.820 420.00 27000.00 8.820 420.00 27000.00 8.830 8.830 20.00 27000.00 20.00 27000.00 8.900 400.00 27000.00 8.900 400.00 27000.00 123.31 .00 .00 95.80 .00 392.08 28.47 60.00 260.00 420.55 124.53 .00 .00 95.80 1.22 200.00 60.00 60.00 260.00 260.00 123.53 .00 .00 93.42 .00 264.01 38.58 37.00 260.00 302.59 124.85 .00 .00 93.42 1.32 223.00 37.00 37.00 260.00 260.00 123.55 132.80 129.00 93.62 .00 263.56 38.87 37.00 260.00 302.44 124.87 132.80 129.00 93.62 1.32 223.00 37.00 37.00 260.00 260.00 123.59 .00 .00 93.00 .00 441.32 40.17 39.00 268.00 481.50 124.92 .00 .00 93.00 1.33 229.00 39.00 39.00 268.00 268.00 123.78 .00 .00 92.30 .00 586.85 297.39 311.00 548.00 884.24 125.15 .00 .00 92.30 1.37 237.00 311.00 311.00 548.00 548.00 123.88 .00 .00 93.60 .00 437.06 280.48 280.00 499.00 861.62 125.28 .00 .00 93.60 1.40 219.00 280.00 280.00 499.00 499.00 124.15 .00 .00 94.10 .00 705.68 177.69 190.00 410.00 883.37 125.70 .00 .00 94.10 1.55 290.00 190.00 190.00 410.00 480.00 124.16 .00 .00 94.20 .00 705.20 177.95 190.00 410.00 883.15 125.71 .00 .00 94.20 1.55 290.00 190.00 190.00 410.00 480.00 124.40 .00 .00 92.40 .00 856.70 64.29 75.00 328.00 920.99 125.93 .00 .00 92.40 1.54 368.00 65.00 75.00 328.00 433.00 29JUN98 13:24:47 PAGE 31 SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 9.180 1440.00 27000.00 124.87 .00 9.180 1440.00 27000.00 126.38 .00 9.250 380.00 26600.00 9.250 380.00 26600.00 9.260 9.260 30.00 26600.00 30.00 26600.00 .00 92.30 .00 551.59 11.30 12.00 260.00 584.85 .00 92.30 1.51 293.00 12.00 12.00 260.00 305.00 125.19 .00 .00 87.30 .00 1203.35 1354.51 2000.00 2280.00 2660.13 126.66 .00 .00 87.30 1.46 600.00 1680.00 2000.00 2280.00 2280.00 125.26 128.00 124.00 87.80 .00 1115.41 1356.72 2000.00 2280.00 2576.30 126.66 128.00 124.00 87.80 1.40 630.00 1650.00 2000.00 2280.00 2280.00 9.300 180.00 26600.00 125.31 9.300 180.00 26600.00 126.80 9.840 2730.00 26645.00 9.840 2730.00 26645.00 10.200 2030.00 26645.00 126.10 10.200 2030.00 26645.00 127.52 10.870 3540.00 26773.00 126.69 10.870 3540.00 26773.00 128.04 11.410 2840.00 26773.00 127.09 11.410 2840.00 26773.00 128.42 11.500 340.00 26717.00 127.13 11.500 340.00 26717.00 128.47 .00 .00 88.40 .00 1311.70 203.52 1090.00 1330.00 1515.22 .00 .00 88.40 1.49 1061.39 276.62 1090.00 1330.00 1338.01 .00 .00 97.10 .00 1458.91 860.36 2105.00 2305.00 2319.27 .00 .00 97.10 1.47 1217.89 1087.11 2105.00 2305.00 2305.00 .00 .00 94.80 .00 2221.87 565.90 1102.00 1330.00 2787.78 .00 .00 94.80 1.42 1592.35 940.42 1102.00 1330.00 2532.77 .00 .00 84.80 .00 1260.00 28.43 120.00 343.00 1288.43 .00 .00 84.80 1.35 952.14 120.00 120.00 343.00 1072.14 .00 .00 85.80 .00 494.52 423.63 532.00 727.00 918.15 .00 .00 85.80 1.33 300.00 532.00 532.00 727.00 832.00 .00 .00 82.80 .00 352.59 529.24 579.85 769.54 881.83 .00 .00 82.80 1.34 280.13 605.00 579.85 769.54 885.13 I. 11.510 200.00 26717.00 127.17 154.50 134.00 82.90 .00 352.34 529.33 579.85 769.54 881.66 11.510 200.00 26717.00 128.51 154.50 134.00 82.90 , 1.34 299.40 543.90 579.85 769.54 843.30 11.630 640.00 26753.00 127.38 .00 .00 86.90 .00 631.47 473.85 728.00 945.00 1105.32 11.630 640.00 26753.00 128.70 .00 .00 86.90 1.32 440.00 576.00 728.00 945.00 1016.00 12.280 3350.00 26775.00 127.99 .00 .00 87.60 .00 1267.40 831.38 1897.00 2088.00 2098.79 12.280 3350.00 26775.00 129.26 .00 .00 87.60 1.27 692.00 1396.00 1897.00 2088.00 2088.00 12.780 2600.00 26798.00 128.42 .00 .00 90.80 .00 839.54 275.16 625.00 830.00 1114.70 12.780 2600.00 26798.00 129.69 .00 .00 90.80 1.28 442.24 504.59 625.00 830.00 946.83 * 13.190 2110.00 26798.00 128.74 .00 .00 86.50 .00 1865.32 91.29 248.00 452.00 1956.61 * 13.190 2110.00 26798.00 130.03 .00 .00 86.50 1.29 1477.00 248.00 248.00 452.00 1725.00 13.450 1410.00 26820.00 128.80 .00 .00 83.70 .00 2845.83 17.77 112.00 308.00 2863.60 13.450 1410.00 26820.00 130.10 .00 .00 83.70 1.30 2496.00 112.00 112.00 308.00 2608.00 13.640 1020.00 26820.00 128.83 .00 .00 84.30 .00 3643.27 78.23 222.00 385.00 3721.50 13.640 1020.00 26820.00 130.12 .00 .00 84.30 1.30 3258.00 222.00 222.00 385.00 3480.00 13.900 1460.00 26820.00 128.85 .00 .00 84.80 .00 4771.95 32.41 50.00 239.00 4804.36 13.900 1460.00 26820.00 130.14 .00 .00 84.80 1.29 4560.00 50.00 50.00 239.00 4610.00 29JUN98 13:24:47 PAGE 32 SECNO XLCH Q CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 14.460 2580.00 26870.00 128.87 .00 .00 86.00 .00 4612.81 92.50 1342.00 1545.00 4705.31 14.460 2580.00 26870.00 130.16 .00 .00 86.00 1.29 4039.20 455.24 1342.00 1545.00 4494.44 14.610 850.00 26870.00 128.88 .00 .00 86.90 .00 4238.32 63.10 940.00 1141.00 4301.42 14.610 850.00 26870.00 130.16 .00 .00 86.90 1.29 3700.00 400.00 940.00 1141.00 4100.00 14.930 1720.00 26893.00 128.90 .00 .00 87.50 .00 4138.52 77.83 2720.00 2900.00 4216.35 14.930 1720.00 26893.00 130.19 .00 .00 87.50 1.29 3538.00 485.00 2720.00 2900.00 4023.00 15.080 750.00 26893.00 128.92 .00 .00 88.10 .00 3438.82 133.86 3145.00 3317.00 3572.69 15.080 750.00 26893.00 130.21 .00 .00 88.10 1.29 2830.00 520.00 3145.00 3317.00 3350.00 15.380 1440.00 26893.00 128.97 .00 .00 88.50 .00 4361.01 126.38 2760.00 2948.00 4487.39 15.380 1440.00 26893.00 130.25 .00 .00 88.50 1.29 3939.00 465.00 2760.00 2948.00 4404.00 15.620 1340.00 26929.00 129.00 .00 .00 86.20 .00 3868.20 139.51 1180.00 1395.00 4007.71 15.620 1340.00 26929.00 130.28 .00 .00 86.20 1.28 3267.05 472.77 1180.00 1395.00 3739.82 * 15.800 980.00 26929.00 129.03 .00 .00 86.70 .00 2567.60 321.69 384.00 576.00 2889.29 * 15.800 980.00 26929.00 130.31 .00 .00 86.70 1.28 2145.66 384.00 384.00 576.00 2529.66 16.180 2050.00 26956.00 129.18 .00 .00 88.60 .00 1169.98 62.25 279.00 418.00 1254.72 16.180 2050.00 26956.00 130.46 .00 .00 88.60 1.27 905.00 160.00 279.00 418.00 1065.00 16.320 510.00 26956.00 129.19 .00 .00 89.50 .00 684.77 44.69 340.00 528.00 754.00 16.320 510.00 26956.00 130.43 .00 .00 89.50 1.24 370.00 305.00 340.00 528.00 675.00 16.330 210.00 26956.00 129.20 .00 .00 87.00 .00 275.72 439.67 504.00 704.00 715.39 16.330 210.00 26956.00 130.49 .00 .00 87.00 1.29 227.96 490.00 504.00 704.00 717.96 1 1 16.340 16.340 16.350 16.350 29JUN98 80.00 26956.00 80.00 26956.00 50.00 26956.00 50.00 26956.00 13:24:47 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= 29JUN98 FLOODWAY DATA, PROFILE NO. 2 129.21 137.00 132.40 87.00 .00 275.78 439.65 504.00 704.00 715.42 130.50 137.00 132.40 87.00 1.29 228.01 490.00 504.00 704.00 718.01 129.24 .00 .00 87.00 .00 344.14 425.13 550.00 723.00 769.27 130.50 .00 .00 87.00 1.27 229.95 540.00 550.00 723.00 769.95 3.080 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.080 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.390 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.390 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.760 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4.120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5.280 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5.370 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5.370 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 6.480 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.250 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.250 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.260 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.260 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.840 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.840 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 13.190 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 13.190 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15.800 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 13:24:47 PAGE 33 PAGE 34 f e. FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 2.810 460. 6713. 3.5 107.2 106.8 .4 2.980 389. 7140. 3.3 107.3 106.9 .4 3.080 210. 2790. 8.4 107.2 106.8 .4 3.190 234. 3435. 6.8 108.5 108.0 .5 3.230 300. 3729. 6.3 109.0 108.3 .7 3.340 304. 3707. 6.3 109.7 109.0 .7 3.390 206. 2535. 9.3 109.9 109.3 .6 3.400 205. 2233. 10.5 109.8 109.2 .6 3.410 205. 2494. 9.4 110.4 109.9 .5 3.460 213. 2529. 9.3 111.2 110.8 .4 3.540 201. 2939. 8.0 112.3 112.1 .2 3.670 213. 3453. 6.8 113.4 113.2 .2 3.760 205. 4220. 5.6 113.9 113.7 .2 3.850 232. 4188. 5.6 114.2 114.0 .2 4.120 225. 5308. 4.4 114.9 114.7 .2 4.230 225. 5276. 4.4 115.1 114.9 .2 4.260 311. 5214. 4.5 115.1 114.9 .2 4.280 204. 4962. 4.7 115.1 114.9 .2 4.290 204. 4953. 4.7 115.1 114.9 .2 4.300 204. 4943. 4.7 115.2 115.0 .2 4.320 204. 4947. 4.7 115.2 115.0 .2 4.400 225. 4904. 4.8 115.4 115.1 .3 4.870 195. 4800. 4.9 116.4 116.1 .3 5.280 185. 3807. 6.2 117.2 116.9 .3 5.370 232. 6021. 3.9 117.8 117.5 .3 5.380 256. 6293. 3.7 117.8 117.5 .3 5.390 256. 6271. 3.7 117.8 117.5 .3 5.400 218. 5705. 4.1 117.8 117.5 .3 5.490 243. 5427. 4.3 118.0 117.6 .4 5.600 228. 5423. 4.3 118.2 117.8 .4 5.670 227. 4927. 4.8 118.3 117.9 .4 5.750 240. 6112. 3.8 118.6 118.2 .4 6.070 619. 8744. 2.7 119.0 118.6 .4 6.480 200. 4593. 5.1 119.5 119.1 .4 6.620 353. 5929. 4.0 120.0 119.5 .5 6.700 280. 6439. 4.0 120.1 119.6 .5 6.820 235. 5838. 4.4 120.3 119.8 .5 6.920 293. 5505. 4.6 120.4 119.9 .5 7.000 221. 5095. 5.3 120.6 120.1 .5 7.080 220. 5133. 5.3 120.8 120.3 .5 7.200 234. 5540. 4.9 121.2 120.6 .6 7.270 235. 5075. 5.3 121.3 120.8 .5 29JUN98 13:24:47 PAGE 35 FLOODWAY DATA, PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY s 7.350 240. 5860. 4.6 121.6 121.0 .6 7.390 214. 4929. 5.5 121.7 121.1 .6 7.490 270. 6059. 4.5 122.1 121.4 .7 7.620 225. 5628. 4.8 122.3 121.6 .7 7.740 238. 5131. 5.3 122.6 121.8 .8 7.800 244. 5774. 4.7 122.9 122.1 .8 7.880 244. 5478. 4.9 123.0 122.1 .9 8.000 215. 5446. 5.0 123.2 122.3 .9 8.080 224. 5204. 5.2 123.5 122.5 1.0 8.090 197. 4780. 5.6 123.5 122.5 1.0 8.150 221. 4761. 5.7 123.5 122.5 1.0 8.160 221. 4766. 5.7 123.5 122.5 1.0 8.180 216. 5042. 5.4 123.6 122.6 1.0 8.200 219. 4992. 5.4 123.8 122.7 1.1 8.280 250. 5747. 4.7 124.1 123.0 1.1 8.410 243. 5373. 5.0 124.4 123.2 1.2 8.490 200. 4721. 5.7 124.5 123.3 1.2 8.530 223. 5691. 4.7 124.8 123.5 1.3 8.540 223. 5652. 4.8 124.8 123.5 1.3 8.560 229. 5425. 5.0 124.9 123.6 1.3 8.660 237. 5758. 4.7 125.2 123.8 1.4 8.740 219. 4725. 5.7 125.3 123.9 1.4 8.820 290. 6025. 4.5 125.6 124.1 1.5 8.830 290. 6000. 4.5 125.8 124.2 1.6 8.900 368. 6752. 4.0 125.9 124.4 1.5 9.180 293. 6271. 4.3 126.4 124.9 1.5 9.250 600. 11627. 2.3 126.7 125.2 1.5 9.260 630. 9234. 2.9 126.7 125.3 1.4 9.300 1061. 18096. 1.5 126.8 125.3 1.5 9.840 1218. 16050. 1.7 127.2 125.7 1.5 10.200 1592. 14709. 1.8 127.5 126.1 1.4 10.870 952. 12280. 2.2 128.1 126.7 1.4 11.410 300. 7595. 3.5 128.4 127.1 1.3 11.500 280. 6771. 3.9 128.4 127.1 1.3 11.510 299. 7347. 3.6 128.5 127.2 1.3 11.630 440. 8933. 3.0 128.7 127.4 1.3 12.280 692. 11415. 2.3 129.3 128.0 1.3 12.780 442. 9564. 2.8 129.7 128.4 1.3 13.190 1477. 26008. 1.0 130.0 128.7 1.3 13.450 2496. 40103. .7 130.1 128.8 1.3 13.640 3258. 50394. .5 130.1 128.8 1.3 13.900 4560. 63164. .4 130.1 128.8 1.3 29JUN98 13:24:47 PAGE 36 FLOODWAY DATA, PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 14.460 4039. 59417. .5 130.2 128.9 1.3 14.610 3700. 52923. .5 130.2 128.9 1.3 14.930 3538. 47743. .6 130.2 128.9 1.3 15.080 2830. 39543. .7 130.2 128.9 1.3 15.380 3939. 52702. .5 130.3 129.0 1.3 15.620 3267. 45123. .6 130.3 129.0 1.3 15.800 2146. 27492. 1.0 130.3 129.0 1.3 16.180 905. 13287. 2.0 130.5 129.2 1.3 16.320 370. 7759. 3.5 130.4 129.2 1.2 16.330 228. 6793. 4.0 130.5 129.2 1.3 16.340 228. 6798. 4.0 130.5 129.2 1.3 16.350 230. 6871. 3.9 130.5 129.2 1.3 1************* * * * *** * *** ****** * * ** ***** **** ** * HEC-2 WATER SURFACE PROFILES * * Version 4.6.2; May 1991 * * * * * * RUN DATE 29JUN98 TIME 13:15:36 * ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fo-ru x X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX 29JUN98 13:15:36 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC AC AC AC AC AC AC AC AC AC FILENAME ON HEC-2 INPUT TAPE 400: TLN2ID42 FILENAME #47 ON HYDSEC TAPE 531: IDTLC3J4 * * * * * ** TUALATIN RIVER R.M. 2.81 - 16.35 100 YEAR FLOOD AND FLOODWAY POST-CONSTRUCTION - AFTER REMOVAL OF ROCK LEDGES DISCHARGES INCREASED FOR SECTIONS 7.49 AND 7.62 TUALATIN- WASHINGTON COUNTY, OREGON FLOOD INSURANCE STUDY JANUUARY 1984 * * * * * ** XXXXX x x x XXXXX XXXXX x x XXXXXXX AC STUDY REACH : FROM 0.3 MI D/S OF O.S.& I DAM TO U/S OF SCHAMBERG BRIDGE AC CROSS SECTIONS: CHANNEL BY OLSON ENGINEERING, VANCOUVER, WA ******** * * * * * * * * * * * * * * * * * ** * ** * * * * * * * ** * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PAGE 1 THIS RUN EXECUTED 29JUN98 13:15:36 AC • OVERBANK (PHOTOGRAMMETRIC) BY SPENCER B. GROSS, BEAVERTON AC 18 ADDITIONAL X- SECTIONS ADDED TO REFLECT ROCK LEDGES AC TOPOGRAPHY : FROM CITY OF TUALATIN TOPO, 1972 AC CONTOURS AND SPOT ELEVATIONS BY SPENCER GROSS, 1978 AC MAPS USED : WASH CO. FIS WORK MAPS: 106, 107, 108 AND TL -3 -1/2 & 2/2 AC AERIAL PHOTOGRAPHY DATED 9 MAY 1977 BY WAC CORP, EUGENE, ORE AC ORTHOPHOTO BASE BY DAVID C. SMITH, PORTLAND, ORE AC FIELD SURVEYS BY USCE, PORTLAND DISTRICT AC ADDITIONAL FIELD CONTROL BY SPAN INTERNATIONAL, PHOENIX, AZ AC ADDITIONAL HORIZONTAL CONTROL BY SPENCER GROSS, BEAVERTON AC DISCHARGES AC START METHOD : ELEV FROM TUALATIN RIVER D/S MODEL AC * * * * ** AC US ARMY ENGINEER DISTRICT, PORTLAND, OREGON AC ENGINEERING DIVISION, HYDRAULICS & HYDROLOGY BR, HYDROLOGY SEC AC RON MASON, CHIEF, HYDROLOGY SECT. AC KEN SODERLIND, STUDY MANAGER ENG. AC * * * * * ** T1 TUALATIN - WASHINGTON CO, OREGON - RIVER HYDRAULIC STUDY T2 100 YEAR FLOODWAY ANALYSES W/0 ENCROACHMENTS, POST- CONSTRUCTION T1 TUALATIN RIVER, RM 2.81 TO RM 16.35 COMPUTED PROB Q'S J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FO -1 2 0 0 0 0 0 0 106.82 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM !TRACE 1 0 -1 29JUN98 13:15:36 PAGE 2 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 3 11 12 43 13 14 15 55 26 56 5 38 39 43 1 40 41 42 52 4 53 21 22 54 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC 0 0 0 0.3 0.5 QT 2 23455 23455 NH 5 0.100 715.9 0.040 808.0 0.040 933.0 0.040 1234.6 0.100 NH 1990.0 ET 2.81 0 4.1 749.0 1209.0 X1 2.81 58 808.0 933.0 0 0 0 GR 138.6 0 137.8 8.7 109.7 54.1 107.2 68.0 103.5 81.3 GR 101.8 111.7 102.7 154.0 100.1 232.8 99.2 291.6 102.2 312.9 GR 100.8 368.3 101.4 456.4 99.3 525.2 103.6 566.2 101.1 644.1 GR 104.1 715.9 103.0 747.2 91.7 797.9 90.7 808.0 88.7 813.0 GR 86.5 820.0 86.5 832.0 87.8 846.0 87.8 862.0 85.9 875.0 GR 85.4 887.0 85.1 907.0 85.7 914.0 86.7 921.0 90.7 933.0 GR 98.9 949.0 98.5 979.0 98.5 987.8 97.9 999.0 98.3 1029.0 GR 97.9 1059.0 98.0 1061.7 98.4 1079.0 99.2 1099.0 90.7 1122.5 GR 85.7 1124.0 83.7 1129.0 86.2 1174.0 87.3 1181.0 87.7 1185.0 GR 90.7 1196.0 97.5 1203./ 104.8 1210.0 105.4 1234.6 GR 119.0 1339.1 120.0 1350.0 120.0 1400.0 118.5 1410.7 GR 110.0 1712.0 120.0 1890.0 130.0 1990.0 111.0 1290.2 110.0 1517.0 NC 0.100 0.100 0.040 ET 2.98 0 4.1 1000. 1389. X1 2.98 47 1000 1389 735 620 710 GR 120.0 805 114.0 840 112.0 880 110.0 905 108.0 940 GR 106.2 980 106.4 1000 98.2 1013 94.8 1020 93.0 1035 GR 94.5 1045 93.7 1072 93.0 1080 92.2 1085 86.2 1093 GR 86.7 1112 85.0 1127 83.4 1140 82.7 1161 81.7 1180 GR 80.7 1196 81.4 1215 83.5 1238 87.2 1257 90.1 1280 GR 92.2 1290 93.3 1300 93.4 1325 90.7 1345 92.4 1375 GR 97.2 1389 100.0 1405 101.5 1525 102.0 1595 103.3 1617 GR 103.3 1650 104.0 1670 108.0 1730 124.0 1770 124.0 1810 GR 120.0 1863 116.0 1885 112.0 1935 110.0 1952 110.0 2066 GR 112.0 2085 119.9 2280 NC 0.095 0.090 0.045 ET 3.08 0 4.1 980.0 1190.0 1 29JUN98 13:15:36 PAGE 3 X1 3.08 35 980 1190 690 410 580 GR 120.0 740 108.0 810 106.0 830 106.0 980 102.5 1000 GR 98.7 1013 95.4 1025 92.6 1039 95.7 1053 94.2 1060 GR 93.4 1065 89.9 1074 89.5 1084 88.0 1096 87.9 1107 GR 88.6 1123 89.4 1135 89.9 1146 92.8 1158 93.4 1162 GR 93.9 1174 103.0 1190 103.4 1290 101.7 1355 103.0 1375 GR 104.0 1389 104.0 1470 105.0 1532 112.0 1560 111.1 1590 GR 109.0 1662 109.1 1712 114.2 1811 116.9 2016 121.0 2058 ET 3.19 0 4.1 1356.0 1590. X1 3.19 49 1356 1590 540 540 540 GR 130.0 1000 120.1 1030 110.2 1060 106.5 1082 105.4 1100 GR 107.3 1111 107.6 1150 107.9 1184 107.6 1200 107.9 1224 GR 108.0 1229 106.8 1274 104.5 1300 115.0 1323 105.2 1334 GR 105.5 1344 105.2 1356 100.7 1364 99.8 1378 98.4 1400 GR 97.6 1434 96.8 1457 95.6 1468 93.9 1476 92.7 1478 GR 90.7 1479 90.2 1487 89.5 1498 88.1 1514 88.2 1527 GR 87.9 1540 87.3 1551 87.7 1566 88.7 1570 89.5 1575 GR 92.7 1580 95.1 1588 97.4 1590 97.8 1600 98.0 1621 GR 99.9 1700 106.1 1735 111.2 1766 118.0 1798 118.5 1800 GR 124.3 1849 128.3 1900 129.1 1908 130.0 1920 ET 3.23 0 4.1 980. 1280. X1 3.23 40 980 1280 200 300 240 GR 140.0 520 130.0 590 120.0 630 110.0 680 108.0 690 GR 106.0 710 106.0 980 104.3 1000 102.9 1010 99.3 1020 GR 96.4 1029 94.6 1041 93.9 1050 93.9 1061 93.9 1069 GR 94.4 1075 93.9 1082 93.9 1092 93.4 1104 93.6 1116 GR 93.9 1121 94.4 1132 96.4 1136 97.3 1145 97.5 1161 GR 96.4 1166 93.6 1171 93.4 1184 96.4 1193 97.4 1223 GR 96.4 1236 95.1 1248 94.4 1263 96.4 1270 105.0 1280 GR 107.0 1304 120.0 1328 130.0 1352 140.0 1376 150.0 1400 ET 3.34 0 4.1 966. 1270. NC 0.095 0.095 0.043 X1 3.34 35 966 1270 460 615 515 0 -0.6 0 , GR 140.0 600 130.0 695 120.0 805 110.0 840 108.0 860 GR 108.0 900 110.5 940 110.0 950 109.3 966 106.0 971 GR 101.7 986 100.5 1000 100.1 1009 99.1 1018 96.7 1041 GR 96.6 1050 96.1 1064 94.8 1082 96.3 1100 95.9 1110 GR 96.1 1123 95.8 1136 96.1 1154 96.1 1173 96.9 1192 GR 97.1 1210 98.0 1226 99.0 1239 100.1 1256 106.0 1264 GR 110.5 1270 120.0 1280 130.0 1300 142.0 1325 151.0 1392 NC 0.100 0.100 0.045 ET 3.39 0 4.1 1000. 1220. X1 3.39 30 1000 1220 290 400 340 0 -0.3 GR 135.0 500 132.0 610 130.0 690 120.0 780 109.3 880 GR 109.4 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 97.8 1032 97.4 1044 97.3 1061 GR 96.6 1076 96.7 1090 96.1 1106 95.8 1121 95.3 1138 GR 95.9 1151 96.0 1162 98.5 1181 100.8 1196 102.3 1202 GR 108.8 1207 117.3 1220 122.0 1235 135.0 1268 140.0 1292 29JUN98 13:15:36 PAGE 4 ET 3.40 0 4.1 1000. 1220. X1 3.40 22 1000 1220 20 20 20 0 GR 135.0 500 132.0 610 130.0 690 120.0 780 109.0 880 GR 109.2 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 98.0 1024 98.0 1180 98.5 1181 GR 100.8 1196 102.3 1202 108.8 1207 117.3 1220 122.0 1235 GR 135.0 1268 140.0 1292 ET 3.41 0 4.1 1000. 1220. X1 3.41 30 1000 1220 20 20 20 0 0.3 GR 135.0 500 132.0 610 130.0 690 120.0 780 109.2 880 GR 109.4 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 97.8 1032 97.4 1044 97.3 1061 GR 96.6 1076 96.7 1090 96.1 1106 95.8 1121 95.3 1138 GR 95.9 1151 96.0 1162 98.5 1181 100.8 1196 102.3 1202 GR 108.8 1207 117.3 1220 122.0 1235 135.0 1268 140.0 1292 NC 0.095 0.095 0.040 0.1 0.3 ET 3.46 0 4.1 1000. 1235. X1 3.46 28 1000 1235 240 300 275 0 1.15 GR 135.0 500 134.0 610 130.0 690 120.0 780 109.3 880 GR 109.4 970 111.6 1000 107.9 1008 102.3 1010 100.5 1012 GR 99.6 1017 98.5 1023 97.8 1032 97.4 1044 97.3 1061 GR 96.6 1076 96.7 1090 96.1 1106 95.8 1121 95.3 1138 GR 95.9 1151 96.0 1162 98.5 1181 100.8 1196 101.7 1204 GR 122.0 1235 135.0 1268 140.0 1292 ET 3.54 0 4.1 1422. 1624. X1 3.54 40 1422 1624 455 455 455 GR 130.0 1105 126.8 1121 127.3 1124 127.5 1135 126.1 1143 GR 122.7 1167 121.0 1200 116.2 1241 110.8 1279 109.5 1300 GR 109.9 1336 111.0 1366 110.7 1400 111.2 1422 107.5 1434 GR 102.7 1437 100.3 1438 99.6 1443 99.3 1454 98.4 1456 GR 97.0 1467 96.5 1477 96.3 1485 95.8 1493 95.2 1502 GR 95.1 1513 94.7 1524 93.5 1531 93.1 1540 92.7 1551 GR 92.7 1560 92.9 1573 100.3 1589 100.6 1594 101.7 1612 GR 102.7 1616 104.4 1616.1 104.4 1619 115.4 1624 125.8 1635 ET 3.67 0 4.1 1278. 1534. X1 3.67 38 1278 1534 700 700 700 GR 132.8 1000 130.2 1017 129.7 1027 127.1 1042 125.0 1059 GR 118.0 1101 115.2 1149 113.5 1181 112.8 1200 112.4 1242 GR 111.7 1266 111.1 1273 110.2 1276 109.8 1278 106.1 1280 GR 102.7 1286 101.5 1289 99.5 1294 97.2 1303 96.4 1312 GR 95.9 1334 95.5 1345 95.4 1355 94.4 1373 93.9 1386 GR 93.7 1401 94.1 1412 95.7 1424 95.9 1437 97.2 1446 GR 96.9 1454 97.9 1466 99.2 1475 101.7 1478 111.1 1486 GR 118.7 1502 125.5 1521 131.5 1534 29JUN98 13:15:36 PAGE 5 ET 3.76 0 4.1 1055. 1260. X1 3.76 34 1055 1260 475 475 475 GR 127.0 810 118.0 868 118.0 868.1 118.0 868.2 118.0 868.3 GR 116.0 1000 113.9 1050 113.9 1052 112.6 1055 102.6 1059 GR 101.1 1065 99.4 1069 97.6 1075 95.8 1087 95.6 1097 GR 93.7 1113 92.3 1123 91.1 1135 89.8 1149 89.1 1165 GR 90.1 1186 89.3 1204 90.1 1217 92.4 1236 93.6 1240 GR 95.1 1244 97.8 1248 98.6 1251 99.6 1255 109.6 1260 GR 111.4 1294 112.0 1419 116.0 1474 120.0 1494 ET 3.85 0 4.1 318. 550. NH 5 0.100 266 0.045 318 0.045 550 0.045 587 0.100 NH 1130 X1 3.85 25 318 550 380 480 480 GR 135.0 0 135.0 100 135.0 200 135.0 240 129.3 266 GR 114.0 318 105.3 348 95.0 369 88.0 391 85.6 420 GR 87.1 458 94.7 491 102.3 510 109.3 550 114.9 587 GR 112.0 675 110.8 827 111.0 849 111.1 907 112.3 949 GR 116.0 982 120.0 1000 124.0 1015 128.0 1063 131.4 1130 ET 4.12 0 4.1 990. 1215. NC 0.100 0.100 0.042 X1 4.12 37 990 1215 1500 1140 1385 GR 134.0 800 132.0 900 130.0 950 120.0 970 110.0 990 GR 107.0 1000 106.0 1015 102.4 1016 100.2 1026 96.0 1035 GR 90.7 1049 86.2 1057 82.7 1068 79.9 1079 78.6 1090 GR 78.4 1100 78.6 1110 80.9 1120 82.3 1140 84.6 1150 GR 89.2 1163 93.0 1177 96.4 1184 100.1 1190 102.4 1196 GR 109.3 1202 109.5 1210 112.1 1215 112.3 1217 111.5 1283 GR 111.8 1325 112.0 1362 120.0 1435 124.0 1468 128.0 1475 GR 132.0 1515 134.0 1660 NC 0.095 0.095 0.043 ET 4.23 0 4.1 990. 1215. X1 4.23 34 990 1215 570 520 550 GR 127.0 800 125.0 900 122.0 950 120.3 970 110.3 990 GR 107.3 1000 106.3 1015 102.7 1016 100.5 1026 96.3 1035 GR 91.0 1049 86.5 1057 83.0 1068 80.2 1079 78.9 1090 GR 78.7 1100 78.9 1110 81.2 1120 82.5 1140 84.9 1150 GR 89.5 1163 93.3 1177 96.7 1184 100.4 1190 102.7 1196 GR 109.6 1202 109.8 1210 112.4 1215 111.5 1283 112.0 1340 GR 120.0 1395 124.0 1475 127.0 1554 128.0 1660 ET 4.26 0 4.1 104.0 415.0 NC 0.100 0.100 0.043 X1 4.26 12 140 415 70 280 160 0.74314 -0.06 GR 134.0 0 130.0 50 120.0 105 108.0 140 80.5 GR 78.9 300 104.0 385 112.0 415 113.0 530 116.0 GR 120.0 640 132.0 710 1 29JUN98 13:15:36 225 575 PAGE 6 ET 4.28 0 4.1 104.0 308.4 SB 0.90 1.5 2.5 0 80 32 22330 2.7 79.00 78.80 X1 4.28 0 0 0 50 50 50 0 0.03 X2 0 0 1 156.23 157.39 ET 4.29 0 4.1 104.0 308.4 X1 4.29 0 0 0 80 80 80 0 0.07 NC 0.100 0.100 0.045 ET 4.30 0 4.1 104.0 308.4 X1 4.30 0 0 0 80 80 80 0 0.07 ET 4.32 0 4.1 104.0 308.4 SB 0.90 1.5 2.5 0 80 30 20820 2.6 79.20 79.00 X1 4.32 0 0 0 50 50 50 0 0.03 X2 0 0 1 154.51 152.04 NC 0.100 0.100 0.047 ET 4.40 0 4.1 990. 1215. X1 4.40 35 990 1215 510 255 385 0 0.05 GR 136.0 800 132.0 855 120.0 928 116.0 960 113.2 990 GR 112.5 1000 110.5 1015 110.5 1016 108.7 1026 104.0 1035 GR 91.6 1049 87.1 1057 83.6 1068 80.8 1079 79.5 1090 GR 79.3 1100 79.5 1110 81.8 1120 83.1 1140 85.5 1150 GR 90.1 1163 93.9 1177 97.3 1184 101.0 1190 103.3 1196 GR 110.2 1202 110.4 1210 113.0 1215 116.0 1270 120.0 1308 GR 124.0 1332 128.0 1337 132.0 1358 136.0 1468 138.0 1551 NC 0.100 0.100 0.045 ET 4.87 0 4.1 1035. 1230. X1 4.87 21 1035 1230 2370 2450 2430 GR 126.0 600 120.0 646 114.5 715 112.5 760 112.5 802 GR 114.4 880 112.0 1035 108.0 1050 98.0 1067 86.3 1082 GR 83.7 1085 80.5 1103 81.1 1120 84.8 1150 89.5 1165 GR 94.5 1196 96.7 1210 101.5 1225 108.0 1230 120.0 1240 GR 132.0 1265 ET 5.28 0 4.1 1034. 1219. X1 5.28 28 1034 1219 2235 2235 2235 GR 123.7 1000 122.3 1025 122.9 1034 117.4 1034.1 114.2 1041 GR 106.6 1049 102.9 1055 101.4 1057 98.9 1063 96.4 1073 GR 95.9 1081 94.1 1095 94.1 1107 93.4 1122 92.7 1134 GR 91.9 1144 91.1 1161 90.4 1174 91.7 1187 95.9 1196 GR 97.4 1203 100.4 1205 107.6 1216 112.2 1219 112.9 1244 GR 116.0 1351 120.0 1375 0128.0 0 1416 NC 0.100 0.100 0.048 ET 5.37 0 4.1 1025.0 1257.0 X1 5.37 35 1025 1257 450 530 460 GR 142.0 510 140.0 560 130.0 730 124.0 870 120.0 980 GR 108.3 1000 108.5 1011 111.3 1020 110.5 1025 102.4 1031 1 1 GR 98.6 1040 95.1 1048 90.3 1056 86.4 1070 85.4 1084 GR 85.5 1098 84.3 1113 81.6 1125 82.1 1139 83.5 1153 29JUN98 13:15:36 PAGE 7 GR 85.2 1163 88.2 1176 89.9 1187 92.4 1200 93.6 1209 GR 96.7 1216 98.9 1221 102.4 1228 108.2 1231 110.1 1240 GR 115.7 1257 115.6 1261 110.8 1295 124.0 1300 132.0 1406 ET 5.38 0 4.1 158.0 438.0 X1 5.38 34 158 438 85 85 85 GR 142.2 0 124.8 149 120.1 158 109.5 174 102.4 184 GR 98.5 196 95.6 200 86.5 218 83.4 235 82.4 250 GR 82.4 266 83.9 277 84.3 292 84.6 306 84.6 315 GR 89.4 332 90.9 348 93.1 363 95.5 367 98.3 378 GR 100.4 385 102.4 386 109.7 398 114.5 406 116.5 413 GR 123.8 438 132.9 462 134.4 463 135.2 470 134.7 529 GR 133.8 570 134.2 611 135.0 687 136.0 730 ET 5.39 0 4.1 155.0 438.0 SB 0.90 1.5 2.5 0 115 14 6930 1.98 82.5 82.4 NC 0.100 0.100 0.048 X1 5.39 0 0 0 40 40 40 0 0.1 X2 0 0 1 120.2 134.5 BT 6 0 142.3 142.3 149 140.5 124.9 158 140.2 120.2 BT 413 136.0 116.0 462 135.2 133.0 463 134.5 134.5 NC 0.100 0.100 0.047 ET 5.40 0 4.1 324.0 542.0 X1 5.40 34 324 542 40 40 40 0.2 GR 142.0 0 140.0 110 132.0 180 120.0 225 110.0 270 GR 109.6 300 108.0 310 106.1 324 102.4 326 98.8 330 GR 97.3 338 86.1 350 86.5 362 84.2 375 83.4 390 GR 83.4 405 84.7 420 84.1 427 84.3 441 84.8 456 GR 91.5 469 95.6 485 95.1 495 95.6 502 98.3 506 GR 100.6 512 101.1 517 102.4 518 106.6 520 111.8 533 GR 114.4 542 113.9 564 112.5 600 140.0 620 ET 5.49 0 4.1 1157. 1400. X1 5.49 31 1157 1400 485 485 485 GR 130.0 1047 119.6 1076 114.1 1098 113.5 1150 112.7 1157 GR 111.2 1160 106.7 1169 102.9 1173 100.1 1176 98.0 1182 GR 93.5 1190 90.9 1193 89.2 1202 88.9 1216 87.7 1230 GR 87.3 1243 87.1 1258 86.9 1269 87.1 1282 87.3 1296 GR 89.4 1309 91.5 1321 95.9 1339 99.1 1342 102.9 1347 GR 108.1 1358 112.9 1400 114.2 1418 117.8 1456 126.1 1496 GR 130.0 1512 ET 5.60 0 4.1 1023. 1251. X1 5.60 31 1023 1251 580 580 580 GR 132.0 938 120.0 963 120.0 963.1 120.0 963.2 120.0 963.3 GR 114.6 1000 112.1 1023 108.8 1030 102.9 1038 99.4 1041 GR 95.4 1047 92.4 1056 90.1 1069 89.5 1082 88.4 1095 GR 88.1 1109 87.9 1128 87.4 1145 87.1 1163 89.9 1178 GR 93.1 1193 95.5 1203 98.9 1215 101.5 1219 102.9 1222 GR 106.0 1225 109.6 1231 111.7 1251 112.0 1323 120.0 1353 GR 128.0 1373 29JUN98 13:15:36 PAGE 8 1 ET 5.67 0 4.1 1056. 1283. X1 5.67 35 1056 1283 370 370 370 GR 0132.0 950 120.0 990 120.0 990.1 120.0 990.2 120.0 990.3 GR 115.2 1000 115.2 1042 113.9 1050 112.0 1056 103.0 1060 GR 100.7 1062 97.1 1069 96.5 1084 96.7 1095 96.4 1113 GR 96.1 1124 95.9 1134 94.7 1145 95.5 1155 95.1 1165 GR 94.9 1177 93.4 1190 93.9 1204 93.5 1217 93.1 1228 GR 93.4 1237 97.4 1253 99.4 1256 101.9 1264 102.9 1274 GR 111.0 1283 111.2 1308 116.0 1340 120.0 1350 132.0 1390 NC 0.100 0.100 0.048 ET 5.75 0 4.1 395. 635. X1 5.75 23 395 635 525 320 400 GR 140.0 125 130.0 158 120.0 195 119.5 202 116.0 235 GR 114.0 268 112.0 395 110.0 408 108.0 411 106.0 418 GR 99.0 431 97.6 442 87.0 463 83.9 492 83.7 508 GR 84.5 530 85.3 559 96.0 587 96.0 605 102.5 622 GR 110.0 635 120.0 688 130.0 753 NC 0.100 0.100 0.049 ET 6.07 0 4.1 350.0 970.0 X1 6.07 47 350 530 1380 1760 1690 GR 142.0 0 140.0 135 130.0 310 120.0 350 114.0 354 GR 102.4 363 98.9 368 96.0 372 91.6 382 89.2 386 GR 88.1 395 85.0 411 84.9 425 84.6 440 84.1 451 GR 83.6 463 82.9 476 85.4 487 84.5 493 92.8 503 GR 97.2 511 99.2 516 101.0 522 102.4 525 107.8 530 GR 110.3 545 109.6 572 109.8 628 109.9 659 110.3 671 GR 110.8 682 110.9 722 110.8 744 110.5 757 110.8 798 GR 110.9 845 111.7 884 111.5 915 112.1 949 112.3 1006 GR 111.8 1044 112.5 1090 112.7 1120 113.1 1139 113.9 1158 GR 135.4 1245 140.0 1441 ET 6.48 0 4.1 1348.0 1650.0 X1 6.48 33 1348 1541 2180 1900 2155 GR 130.3 1000 115.9 1043 113.8 1077 113.6 1104 113.3 1153 GR 113.3 1200 112.9 1258 112.3 1320 114.3 1348 111.5 1350 GR 108.8 1360 103.3 1366 101.3 1368 96.0 1380 92.8 1390 GR 88.9 1400 87.3 1422 86.8 1438 86.7 1464 89.1 1475 GR 90.3 1484 92.0 1492 97.3 1501 99.3 1508 101.1 1510 GR 103.3 1513 107.9 1517 117.8 1541 127.1 1580 130.8 1597 GR 120.3 1808 124.0 1835 132.0 1870 NC 0.100 0.100 0.049 0.1 0.3 ET 6.62 0 4.1 1225.0 1578.0 X1 6.62 29 1342 1578 740 710 835 GR 132.0 970 116.0 1068 116.0 1165 118.0 1250 116.0 1342 GR 108.0 1367 94.4 1383 88.8 1405 88.0 1412 87.4 1430 GR 87.4 1450 87.7 1470 88.4 1480 91.0 1510 96.0 1535 GR 108.0 1550 112.0 1560 114.2 1578 116.0 1595 118.1 1640 GR 116.0 1690 116.0 1732 116.0 1760 116.0 1768 116.0 1780 GR 116.0 1803 120.0 1813 124.0 1832 128.0 1848 29JUN98 13:15:36 PAGE 9 QT 2 25570 25570 ET 6.70 0 4.1 305.0 585.0 X1 6.70 20 305 585 360 325 350 GR 130.0 0 128.0 68 124.0 107 120.0 195 116.0 305 GR 104.0 330 94.4 360 89.5 390 88.7 412 88.1 430 GR 88.1 450 88.4 470 89.1 480 95.0 510 106.0 535 GR 110.2 567 112.0 585 116.0 688 120.0 715 132.0 755 ET 6.82 0 4.1 305.0 540.0 X1 6.82 18 305 540 690 645 685 GR 124.0 0 120.0 295 116.0 305 104.0 330 95.4 360 GR 90.5 390 89.7 412 89.1 430 89.1 450 89.4 470 GR 90.1 480 95.0 510 106.0 535 112.0 540 114.5 645 GR 116.0 730 120.0 755 132.0 780 NC 0.100 0.100 0.050 0.3 0.5 ET 6.92 0 4.1 1057.0 1350.0 X1 6.92 32 1057 1300 470 470 470 GR 0132.0 50 128.0 90 120.0 170 116.0 230 116.0 230.1 GR 115.8 1000 112.5 1052 112.0 1057 110.3 1062 103.4 1069 GR 102.1 1071 97.9 1075 94.9 1084 93.0 1100 92.4 1115 GR 92.4 1130 91.9 1145 92.4 1159 92.6 1172 94.0 1185 GR 94.9 1197 95.6 1207 96.9 1221 100.5 1229 100.9 1232 GR 103.4 1243 106.4 1252 114.1 1300 114.6 1308 116.0 1410 GR 0120.0 1435 132.0 1470 NC 0.1 0.1 0.05 0.30 0.50 QT 2 27000 27000 ET 7.00 0 4.1 1330.0 1551.0 X1 7.00 28 1330 1551 430 430 430 0 0.7 GR 128.0 500 124.0 522 119.3 567 116.0 665 116.0 1050 GR 118.4 1240 116.0 1325 112.8 1330 109.2 1338 106.7 1343 GR 102.6 1348 99.1 1351 93.3 1364 91.5 1380 91.0 1396 GR 89.9 1415 90.6 1433 90.7 1450 92.8 1468 93.8 1483 GR 94.2 1498 97.7 1505 99.6 1514 105.8 1518 114.8 1551 GR 116.0 1558 120.0 1597 132.0 1655 ET 7.08 0 4.1 1048.0 1268.0 X1 7.08 34 1048 1256 465 465 465 GR 128.0 336 124.0 486 120.0 556 116.0 610 116.0 610.1 GR 117.3 1000 119.5 1048 117.0 1056 114.8 1060 112.2 1064 GR 103.5 1067 102.3 1069 97.7 1080 95.5 1087 90.1 1099 GR 87.0 1111 89.5 1124 90.5 1139 90.0 1158 92.5 1175 GR 92.7 1186 93.0 1195 93.0 1206 97.0 1225 100.5 1231 GR 103.5 1234 108.8 1241 112.8 1256 113.4 1296 113.4 1340 GR 116.0 1386 120.0 1401 124.0 1426 132.0 1450 ET 7.20 0 4.1 1065 1299 X1 7.20 35 1065 1253 620 620 620 GR 128.0 440 124.0 520 120.0 615 116.0 730 116.0 730.1 GR 120.0 1000 117.0 1016 114.1 1031 114.5 1045 115.6 1055 GR 114.9 1065 108.9 1074 103.4 1078 102.2 1080 99.6 1086 GR 95.9 1090 93.4 1102 89.4 1121 86.9 1132 86.9 1172 29JUN98 13:15:36 PAGE 10 GR 90.9 1187 93.6 1198 94.6 1207 95.4 1217 95.9 1232 GR 97.9 1235 98.9 1243 101.4 1247 103.4 1248 112.8 1253 GR 111.4 1295 116.4 1304 116.4 1400 120.0 1420 128.0 1480 ET 7.27 0 4.1 1053.0 1288.0 X1 7.27 30 1053 1253 370 370 370 GR 128.0 400 124.0 490 120.0 590 116.0 720 116.0 720.1 GR 114.4 1000 113.8 1053 112.3 1056 103.5 1066 102.3 1068 GR 97.0 1076 96.5 1086 94.0 1094 91.7 1106 93.5 1118 GR 92.7 1134 92.7 1148 93.7 1166 95.5 1180 97.5 1194 GR 96.5 1204 96.4 1217 99.4 1225 100.9 1230 102.4 1233 GR 103.4 1234 112.5 1253 116.0 1410 120.0 1440 128.0 1600 NC 0.100 0.100 0.050 ET 7.35 0 4.1 1000.0 1240.0 X1 7.35 30 1005 1222 370 370 370 GR 128.0 455 124.0 555 120.0 615 116.0 785 116.0 890 GR 116.0 995 112.0 1005 110.0 1015 105.6 1022 101.0 1025 GR 98.0 1033 92.8 1044 92.1 1060 92.0 1070 92.2 1085 GR 92.2 1130 92.1 1147 92.3 1161 93.0 1174 93.0 1186 GR 93.7 1192 101.0 1205 105.4 1207 105.2 1218 108.0 1220 GR 112.0 1222 116.0 1440 120.0 1515 124.0 1572 128.0 1685 ET 7.39 0 4.1 1143.0 1357.0 X1 7.39 32 1143 1357 250 250 250 GR 132.0 440 128.0 560 124.0 760 120.0 820 120.0 820.1 GR 117.9 1100 119.4 1143 117.2 1149 113.5 1160 103.4 1164 GR 101.6 1166 98.4 1175 94.4 1186 96.0 1195 95.0 1206 GR 95.0 1264 95.2 1273 95.2 1283 95.6 1292 95.6 1303 GR 95.8 1314 96.6 1325 97.9 1336 98.4 1340 102.4 1343 GR 103.4 1344 109.0 1349 114.3 1357 114.5 1372 116.5 1680 GR 120.0 1750 132.0 1920 OT 2 25000 27000 ET 7.49 0 4.1 990.0 1260.0 X1 7.49 27 1015 1240 475 475 475 0 GR 135.0 600 130.0 660 124.0 840 120.0 990 112.0 1015 GR 107.6 1022 101.7 1025 98.7 1033 93.5 1044 92.8 1060 GR 92.7 1070 92.9 1085 92.9 1100 92.9 1116 92.9 1130 GR 92.8 1147 93.0 1161 93.7 1174 93.7 1186 94.4 1192 GR 101.7 1205 106.1 1207 105.9 1218 108.0 1225 112.0 1240 GR 114.0 1320 130.0 1325 NC 0.100 0.100 0.050 OT 2 23000 27000 ET 7.62 0 4.1 1015.0 1240.0 X1 7.62 0 0 0 710 710 710 0 0.63 ET 7.74 0 4.1 1035.0 1273.0 X1 7.74 34 1048 1269 630 630 630 GR 132.0 865 128.0 955 124.0 985 120.0 1000 120.0 1000.1 GR 117.2 1030 116.3 1048 112.0 1056 106.1 1063 103.6 1065 GR 101.6 1067 98.1 1079 97.6 1085 96.1 1096 95.1 1111 GR 94.6 1126 94.6 1140 95.1 1154 96.6 1163 94.1 1174 29JUN98 13:15:36 PAGE 11 GR 95.6 1187 96.8 1203 97.1 1216 97.8 1221 100.1 1233 GR 102.1 1234 103.6 1237 114.6 1256 117.6 1269 118.6 1284 GR 120.0 1360 124.0 1410 128.0 1490 132.0 1600 ET 7.80 0 4.1 1000.0 1244.0 X1 7.80 34 1000 1244 280 280 280 GR 135.0 600 130.0 660 124.0 775 120.0 825 116.0 895 GR 112.0 1000 112.0 1015 107.6 1022 103.0 1025 100.0 1033 GR 94.8 1044 94.1 1060 94.0 1070 94.2 1085 94.2 1100 GR 94.2 1116 94.2 1130 94.1 1147 94.3 1161 95.0 1174 GR 95.0 1186 95.7 1192 103.0 1205 107.4 1207 107.2 1218 GR 116.9 1244 116.8 1278 117.4 1306 120.6 1330 125.5 1388 GR 128.0 1423 130.0 1487 131.7 1589 132.0 1615 NC 0.100 0.100 0.048 0.1 0.3 ET 7.88 0 4.1 316 560 X1 7.88 30 316.0 560.00 420 420 420 0.97437 GR 132.0 0 128.8 50 127.8 103 125.6 142 117.5 215 GR 118.9 316 116.3 331 101.3 351 100. 365 93.9 375 GR 93.1 386 92.8 393 93.1 397 91.9 418 93.2 425 GR 93.4 440 93.0 453 93.5 460 93.4 473 96.4 487 GR 98.2 489 100.8 494 101.0 511 102.9 530 111.3 541 GR 116.0 560 121.4 620 126.5 711 128.7 725 132.0 860 NC 0.095 0.095 0.047 ET 8.00 0 4.1 155.0 370.0 X1 8.00 31 155 370 580 680 630 GR 132.0 0 130.5 55 116.0 155 101.4 166 100.2 173 GR 99.2 181 95.6 188 92.5 194 92.0 200 91.3 211 GR 92.3 225 92.8 236 93.1 251 92.6 264 92.8 276 GR 92.2 287 93.1 300 96.5 304 99.3 308 99.5 322 GR 99.5 328 100.8 334 103.0 343 108.0 345 112.0 353 GR 117.2 370 119.0 441 120.0 515 124.0 550 128.0 675 GR 132.0 700 NC 0.095 0.095 0.047 ET 8.08 0 4.1 1082.0 1306.0 X1 8.08 29 1082 1306 465 465 465 GR 132.0 1067 132.0 1067.01 132.0 1067.02 132.0 1067.03 132.0 1067.04 GR 121.2 1082 110.6 1095 107.5 1100 103.8 1105 103.0 1111 GR 101.5 1125 100.4 1131 95.7 1133 93.2 1140 93.2 1156 GR 93.9 1171 94.0 1186 94.0 1212 93.2 1229 93.2 1240 GR 96.2 1245 100.2 1260 102.3 1271 103.8 1272 115.0 1291 GR 118.6 1306 118.6 1330 120.0 1560 132.0 1700 ET 8.09 0 4.1 43.0 240.0 NC 0 0 0.046 X1 8.09 19 43 230 125 125 125 0 -0.04 GR 135.4 0 135.0 15 122.6 43 102.4 77 100.3 80 GR 92.2 93 92.0 99 92.2 126 92.6 167 92.1 180 GR 92.7 190 96.7 199 99.8 204 100.2 207 112.5 230 GR 112.5 234 116.0 280 116.8 330 132.0 335 29JUN98 13:15:36 PAGE 12 NC 0.105 0.095 0.047 0.3 0.5 ET 8.15 0 4.1 43.0 265.0 X1 8.15 25 43 265 115 115 110 0 0.02 GR 135.4 0 135.0 15 122.6 43 102.4 77 100.8 80 GR 96.2 85 93.6 94 90.0 105 89.7 115 90.7 128 GR 90.7 140 90.9 151 90.8 158 95.9 169 98.5 178 GR 98.6 179 98.9 186 99.4 192 102.4 208 112.5 230 GR 112.5 234 123.8 265 127.5 300 130.0 400 132.0 500 ET 8.16 0 4.1 43.0 265.0 SB 1.25 1.5 2.6 0 100 6 4420 2.08 97.8 97.7 X1 8.16 0 0 0 160 160 160 0 0.02 X2 0 0 1 126.0 132.7 ET 8.18 0 4.1 44.0 260.0 X1 8.18 23 44 260 130 80 100 GR 135.7 0 135.0 15 122.0 44 102.7 77 101.3 88 GR 98.8 90 95.3 94 93.7 101 90.2 109 90.2 121 GR 90.8 133 90.3 141 91.1 150 90.2 162 90.0 170 GR 90.2 179 92.6 194 99.5 204 102.7 208 112.8 230 GR 112.8 234 116.0 260 132.0 270 NC 0.105 0.095 0.046 ET 8.20 0 4.1 1139.0 1362.0 X1 8.20 39 1139 1348 135 135 135 GR 150.9 1098 142.6 1119 126.6 1139 112.8 1156 111.9 1160 GR 103.8 1171 102.3 1173 97.6 1182 95.1 1184 93.1 1189 GR 92.0 1194 91.4 1201 91.6 1208 93.1 1214 91.8 1221 GR 93.1 1228 91.5 1234 91.6 1240 92.2 1247 91.2 1252 GR 91.1 1264 92.4 1273 91.1 1275 91.3 1283 94.1 1290 GR 98.3 1297 100.6 1303 102.3 1309 102.8 1315 103.8 1316 GR 109.9 1322 114.3 1330 118.6 1348 118.2 1400 123.5 1491 GR 124.6 1514 124.5 1549 129.0 1598 130.0 1602 NC 0.100 0.100 0.047 ET 8.28 0 4.1 338.0 588.0 X1 8.28 30 338 588 475 350 410 GR 132.0 175 128.0 195 124.0 220 120.0 235 116.0 338 GR 112.0 362 108.0 375 103.1 391 100.7 400 97.3 410 GR 94.7 419 93.3 431 94.0 441 93.1 451 92.5 462 GR 91.6 471 94.1 479 92.6 490 93.1 501 92.9 515 GR 94.5 528 95.1 534 99.1 538 101.3 543 108.0 550 GR 112.0 559 116.0 588 120.0 630 121.0 660 132.0 662 ET 8.41 0 4.1 1020.0 1267.0 X1 8.41 33 1020 1267 600 850 690 GR 132.0 870 121.5 920 121.5 920.01 121.5 920.02 121.5 920.03 GR 121.5 1000 121.5 1020 118.2 1031 112.5 1045 110.2 1054 GR 104.6 1056 103.9 1057 100.4 1065 95.4 1084 89.4 1102 GR 88.7 1117 89.4 1130 89.6 1140 91.7 1151 92.9 1159 GR 94.4 1174 96.1 1186 96.7 1194 100.4 1206 102.7 1210 GR 103.9 1214 112.9 1222 119.5 1234 123.0 1253 124.8 1267 GR 124.8 1279 128.0 1510 132.0 1640 29JUN98 13:15:36 PAGE 13 NC 0.100 0.100 0.048 0.5 0.7 ET 8.49 0 4.1 60.0 260.0 X1 8.49 21 60 260 430 430 430 GR 132.0 0 128.0 15 124.0 25 120.0 45 116.0 50 GR 116.0 60 108.0 70 102.8 80 98.7 92 97.3 110 GR 95.8 131 96.7 156 97.8 177 98.7 192 98.9 206 GR 101.2 221 104.8 235 116.0 260 120.0 320 120.0 420 GR 132.0 422 ET 8.53 0 4.1 37.0 260.0 X1 8.53 21 37 260 180 185 180 0 0.42 GR 128.0 28 124.1 37 102.8 71 100.8 76 97.6 79 GR 95.0 88 93.0 108 93.6 126 93.4 138 94.0 165 GR 93.3 178 93.6 189 93.9 201 95.0 213 97.7 223 GR 100.7 234 102.8 240 109.4 255 112.0 260 120.0 300 GR 132.0 310 SB 1.25 1.5 3.0 0 124 6 6151 1.85 95.0 94.8 ET 8.54 0 4.1 37.0 260.0 X1 8.54 0 0 0 70 70 70 0.20 X2 0 0 1 129.0 132.8 ET 8.56 0 4.1 39.0 268.0 X1 8.56 25 39 268 150 150 155 GR 130.0 28 124.2 39 102.8 80 97.1 90 95.8 113 GR 94.8 127 93.9 137 93.4 151 93.4 166 93.0 179 GR 95.0 194 94.6 197 94.7 209 97.9 213 99.1 220 GR 102.9 226 105.0 235 111.1 255 120.0 268 120.5 292 GR 112.5 320 112.5 340 120.0 360 120.0 480 132.0 485 NC 0.100 0.110 0.047 0.3 0.5 ET 8.66 0 4.1 311.0 548.0 X1 8.66 31 311 548 480 380 440 GR 135.0 0 132.0 278 118.0 311 112.2 350 103.5 360 GR 103.0 366 97.5 377 94.8 387 93.3 393 93.2 405 GR 92.9 419 92.3 430 95.5 444 93.9 459 93.4 474 GR 93.3 486 93.4 501 94.8 505 100.9 512 103.0 520 GR 105.1 525 120.0 548 122.0 557 123.0 591 123.1 600 GR 120.0 713 114.0 768 114.0 811 116.0 842 120.0 877 GR 132.0 900 NC 0.105 0.110 0.050 ET 8.74 0 4.1 280.0 499.0 X1 8.74 27 280 499 380 620 450 GR 137.2 0 134.5 30 133.3 100 133.5 200 131.4 265 GR 124.1 280 100.9 332 99.2 347 99.1 356 97.3 368 GR 93.8 383 93.6 396 94.3 405 96.7 417 99.1 432 GR 99.3 444 103.2 459 105.8 472 124.6 499 126.7 505 GR 128.1 555 123.5 650 120.5 703 114.0 780 114.0 800 GR 120.0 860 132.0 865 1 29JUN98 13:15:36 PAGE 14 NC 0.1 0.3 QT 2 27000 27000 NH 4 0.110 212 0.050 410 0.125 670 0.105 900 ET 8.82 0 4.1 190.0 480.0 X1 8.82 27 190 410 320 710 420 -1.2 GR 134.0 152 121.2 190 115.2 212 99.8 230 98.1 239 GR 97.7 256 97.1 265 95.5 294 95.7 312 96.3 329 GR 95.3 346 97.3 361 101.0 371 102.7 382 110.2 392 GR 115.0 410 121.2 445 122.2 500 121.2 558 120.5 670 GR 121.2 750 121.2 820 113.0 837 113.6 848 113.0 861 GR 121.2 873 132.0 900 ET 8.83 0 4.1 190.0 480.0 X1 8.83 0 0 0 20 20 20 0 0.1 NC 0.110 0.105 0.048 ET 8.90 0 4.1 65.0 433.0 X1 8.90 27 75 328 410 330 400 GR 150.8 0 120.0 75 96.4 129 93.3 146 93.2 158 GR 92.7 170 92.4 186 92.7 196 92.9 206 93.0 218 GR 93.1 227 95.0 238 96.2 250 102.7 265 114.0 297 GR 120.0 328 120.5 380 120.0 433 118.0 488 117.0 550 GR 118.0 665 122.5 685 122.5 710 118.0 720 117.5 820 GR 120.0 910 130.0 935 NC 0.110 0.120 0.050 0.3 0.5 ET 9.18 0 4.1 12.0 305.0 X1 9.18 24 12 260 1440 1470 1440 GR 130.0 5 124.3 12 102.8 43 99.8 73 98.0 85 GR 97.7 95 95.3 110 94.4 122 93.4 127 92.3 148 GR 95.1 160 97.4 172 97.8 183 100.7 193 102.8 201 GR 118.0 260 120.1 305 128.0 320 128.0 330 120.2 345 GR 119.8 400 120.0 490 122.0 540 130.0 665 NC 0.350 0.095 0.048 0.3 0.5 QT 2 26600 26600 ET 9.25 0 4.1 1680.0 2280.0 X1 9.25 33 2000 2280 620 40 380 -0.5 GR 130.5 1350 114.5 1365 112.5 1390 112.5 1760 114.5 1825 GR 116.5 1955 116.5 2000 108.0 2026 103.0 2042 95.0 2055 GR 92.5 2055.3 92.3 2056.5 91.3 2064 89.8 2077 88.7 2093 GR 88.6 2113 88.4 2125 87.8 2144 89.4 2164 94.8 2185 GR 100.0 2195 106.0 2206.5 109.0 2213.5 109.0 2214 110.0 2228 GR 120.5 2280 128.5 2290 128.5 2380 120.5 2405 120.5 2555 GR 122.5 2595 124.5 2645 132.0 2740 ET 9.26 0 4.1 1650.0 2280.0 SB 1.15 1.5 2.5 0 140 0 5221 0.14 88.0 88.0 NC 0.110 0.090 0.047 0.1 0.3 1 29JUN98 13:15:36 PAGE 15 X1 9.26 33 2000 2280 30 30 30 X2 0 0 1 124.0 128.0 BT 16.0 1760.0 112.6 112.5 1825.0 114.6 114.5 1955.0 116.6 116.5 BT 2000.0 122.0 116.5 2042.0 128.0 103.0 2055.0 128.6 95.0 2055.0 BT 128.0 124.0 2064 129.0 124.0 2064.0 129.0 124.0 2206.5 129.0 BT 124.0 2206.5 129.0 106.0 2213.5 129.0 109.0 2214 129.0 109.0 BT 2228.0 129.0 110.0 2280.0 128.0 120.5 2290.0 128.6 128.5 GR 134.0 1350 114.5 1365 112.5 1390 112.5 1760 114.5 1825 GR 116.5 1955 116.5 2000 108.0 2026 103.0 2042 95.0 2055 GR 92.5 2055.3 92.3 2056.5 91.3 2064 89.8 2077 88.7 2093 GR 88.6 2113 88.4 2125 87.8 2144 89.4 2164 94.8 2185 GR 100.0 2195 106.0 2206.5 109.0 2213.5 109.0 2214 110.0 2228 GR 120.5 2280 128.5 2290 128.5 2380 120.5 2405 120.5 2545 GR 124.0 2570 128.0 2590 134.0 2620 NH 5 0.105 930 0.120 1090 0.047 1350 0.115 1528 0.095 NH 1600 ET 9.30 0 4.1 276.62 1338.01 X1 9.30 28 1090 1330 230 110 180 GR 132.0 200 113.0 210 113.0 400 113.5 600 114.0 765 GR 113.0 930 114.0 1000 114.0 1065 112.0 1083 110.0 1090 GR 104.0 1120 99.0 1122 93.3 1139 90.4 1157 89.3 1173 GR 89.2 1193 89.0 1205 88.4 1224 90.0 1244 97.0 1265 GR 101.5 1276 106.5 1289 109.0 1309 111.0 1330 118.0 1350 GR 120.0 1490 128.0 1528 134.0 1600 QT 2 26645 26645 NH 4 0.075 1420 0.100 2105 0.048 2295 0.35 2340 ET 9.84 0 4.1 1087.11 2305.0 X1 9.84 40 2105 2305 2000 1780 2730 0 GR 135.0 750 135.0 800 135.0 850 126.0 860 118.0 870 GR 118.0 975 119.0 1224 120.0 1224.1 123.0 1229.9 123.0 1230 GR 120.0 1420 120.0 1475 118.0 1540 117.0 1675 116.0 1740 GR 114.0 1805 112.0 1880 111.0 1930 112.0 2000 112.0 2045 GR 120.0 2045.1 120.0 2049.9 112.0 2050 110.0 2105 102.6 2123 GR 100.1 2137 99.8 2150 99.3 2167 98.9 2178 98.6 2188 GR 98.7 2202 97.5 2215 97.1 2230 97.2 2243 97.4 2252 GR 100.0 2263 102.6 2270 110.0 2295 120.0 2305 134.0 2340 NC 0.1 0.3 NH 5 0.080 1000 0.110 1120 0.050 1330 0.115 1384 0.080 NH 2805 ET 10.20 0 4.1 940.42 2532.77 X1 10.20 35 1102 1330 740 1860 2030 GR 132.0 560 122.0 570 123.0 1000 122.0 1102 109.2 1120 GR 104.5 1133 102.8 1134 98.6 1144 97.4 1154 97.5 1161 GR 96.5 1178 96.4 1183 96.1 1204 95.7 1217 94.8 1229 GR 95.6 1247 97.5 1263 98.3 1274 102.7 1282 110.0 1330 GR 118.6 1384 122.0 1485 122.0 1600 122.0 1700 122.5 1800 GR 122.0 1900 122.0 2000 121.5 2100 121.0 2200 120.0 2318 GR 120.0 2380 120.0 2510 122.0 2600 120.0 2770 132.0 2805 29JUN98 13:15:36 PAGE 16 NC 0.1 0.3 QT 2 26773 26773 NH 5 0.095 120 0.046 393 0.115 590 0.095 1180 0.105 NH 1390 ET 10.87 0 4.1 120.0 1072.14 X1 10.87 30 120 343 3700 2970 3540 GR 135.5 0 120.0 50 116.0 120 112.0 142 103.1 170 GR 95.0 188 90.6 207 87.5 214 84.8 226 86.2 239 GR 87.1 248 86.2 265 87.3 278 90.2 289 100.1 312 GR 103.0 319 109.3 322 116.0 343 120.0 365 125.4 393 GR 124.0 435 120.0 500 120.0 590 120.0 940 120.0 1180 GR 120.0 1230 120.0 1255 128.0 1295 132.0 1320 136.0 1390 NH 5 0.090 427 0.095 532 0.050 727 0.095 848 0.060 NH 998 ET 11.41 0 4.1 532.0 832.0 X1 11.41 25 532 727 2860 2540 2840 GR 136.0 350 136.0 400 136.0 420 118.8 427 114.1 532 GR 103.1 541 93.3 562 88.9 579 86.2 597 85.8 616 GR 86.4 625 87.7 641 87.3 657 90.4 668 91.1 673 GR 97.8 689 103.1 699 112.0 718 116.6 727 120.2 750 GR 119.5 812 120.0 848 124.0 895 128.0 925 135.0 998 NC 0.105 0.095 0.050 0.3 0.5 OT 2 26717 26717 ET 11.50 0 4.1 605.0 938.0 X1 11.50 29 645 856 270 440 340 0.899 -0.1 GR 137.8 0 136.0 70 136.0 110 136.0 138 136.0 210 GR 136.0 315 136.0 400 136.0 475 136.0 575 120.0 600 GR 116.0 645 106.0 668 102.5 669 96.6 685 95.2 692 GR 90.7 707 98.3 715 88.9 727 86.4 737 84.0 751 GR 82.9 770 85.2 784 87.1 796 88.1 806 104.0 818 GR 116.0 856 120.0 960 124.0 972 136.0 1005 SB 1.05 1.75 2.5 0 42 22 8245 2.75 82.9 82.8 ET 11.51 0 4.1 543.9 843.3 X1 11.51 0 0 0 200 200 200 0 0.1 X2 0 0 1 134.0 154.5 NC 0.100 0.090 0.050 0.1 0.3 OT 2 26753 26753 ET 11.63 0 4.1 576.0 1016.0 X1 11.63 27 728 945 790 560 640 0 GR 137.0 0 129.5 200 129.5 300 132.0 395 132.0 445 GR 124.0 495 120.0 585 119.0 650 120.5 728 103.2 752 GR 98.9 761 95.4 771 92.6 780 91.7 792 90.9 803 GR 87.2 814 86.9 827 87.9 848 89.1 867 91.5 877 GR 98.0 891 98.5 898 103.1 911 116.0 945 120.0 1005 GR 124.0 1092 140.0 1155 1 29JUN98 13:15:36 PAGE 17 NC 0.110 0.115 0.050 0.1 0.3 QT 2 26775 26775 ET 12.28 0 4.1 1396.0 2088.0 X1 12.28 38 1897 2088 2750 3400 3350 GR 136.3 0 132.0 50 131.8 200 131.6 300 131.7 400 GR 130.0 500 130.6 600 130.6 700 128.9 800 126.0 900 GR 123.0 1000 122.5 1100 120.0 1175 119.2 1300 118.5 1400 GR 118.2 1440 119.1 1600 120.0 1770 122.2 1800 120.0 1855 GR 116.0 1875 112.0 1897 108.0 1899 104.0 1922 95.2 1938 GR 93.4 1948 90.1 1959 87.6 1977 88.7 1998 88.3 2014 GR 90.0 2027 91.6 2036 94.1 2044 97.7 2056 102.8 2071 GR 116.0 2082 120.0 2088 140.0 2115 QT 2 26798 26798 NH 4 0.075 523 0.110 640 0.050 830 0.115 1245 ET 12.78 0 4.1 504.59 946.83 X1 12.78 28 625 830 2220 2740 2600 GR 136.0 0 133.0 100 130.0 200 128.0 295 127.3 367 GR 124.0 435 120.0 485 119.5 523 119.6 625 116.0 640 GR 110.0 644 95.5 657 93.8 681 91.0 695 91.2 730 GR 90.9 742 90.8 755 91.0 766 91.0 771 91.9 793 GR 99.1 811 102.8 817 108.0 820 112.0 830 116.0 855 GR 120.0 1020 132.0 1155 136.0 1245 NC 0.095 0.105 0.050 ET 13.19 0 4.1 248.0 1725.0 X1 13.19 30 248 452 2150 1480 2110 GR 140.0 0 136.0 20 132.0 62 128.0 98 124.0 119 GR 120.0 163 116.0 248 112.0 273 108.0 285 91.3 295 GR 89.5 321 86.8 335 86.9 370 86.6 381 86.5 394 GR 86.6 405 86.8 415 108.0 425 112.0 435 116.0 452 GR 116.5 550 116.5 850 116.0 950 114.1 1400 112.0 1590 GR 112.0 1900 120.0 1920 124.0 1940 132.0 1968 140.0 2020 NC 0.095 0.115 0.047 0.2 0.4 QT 2 26820 26820 ET 13.45 0 4.1 112.0 2608.0 X1 13.45 29 112 308 1430 680 1410 0 GR 140.0 0 129.5 15 120.4 51 116.0 88 112.0 112 GR 109.8 122 101.3 133 91.3 149 85.2 162 83.7 193 GR 84.5 228 89.2 240 101.4 271 108.0 278 112.0 293 GR 116.0 308 117.0 380 116.0 445 115.5 650 115.5 950 GR 116.0 1200 116.0 1270 117.3 1700 116.0 1900 114.5 2230 GR 113.5 2600 112.0 2795 120.0 2835 140.0 2900 ET 13.64 0 4.1 222.0 3480.0 X1 13.64 27 222 385 1000 190 1020 GR 140.0 33 120.0 114 116.0 183 112.0 202 110.1 217 GR 110.4 222 101.9 233 91.9 249 85.8 262 84.3 293 GR 85.1 328 98.8 340 102.0 371 112.0 385 116.0 413 GR 117.0 550 116.0 725 115.5 1250 116.0 2010 116.5 2300 GR 117.0 2600 116.0 2900 115.0 3100 112.0 3660 116.0 3685 GR 120.0 3695 140.0 3755 1 29JUN98 13:15:36 PAGE 18 NH 5 0.095 50 0.050 239 0.060 1380 0.110 2400 0.095 NH 4835 ET 13.90 0 4.1 50.0 4610.0 X1 13.90 37 50 239 1540 80 1460 GR 138.9 0 139.6 15 118.0 50 101.9 73 98.7 81 GR 95.1 88 85.1 120 84.8 136 85.7 154 86.2 166 GR 90.4 184 92.2 187 97.1 201 101.9 213 105.2 213 GR 116.0 219 118.5 228 122.1 239 121.5 400 121.5 410 GR 119.0 1370 119.0 1380 116.0 1800 116.0 2400 115.6 2600 GR 116.0 2860 116.5 3200 116.0 3515 115.8 3580 116.0 3635 GR 117.0 3800 116.0 4010 115.0 4220 112.0 4750 116.0 4768 GR 120.0 4780 140.0 4835 NC 0.115 0.105 0.048 0.4 0.6 QT 2 26870 26870 ET 14.46 0 4.1 455.24 4494.44 X1 14.46 38 1342 1545 1860 170 2580 GR 139.4 0 136.0 50 132.0 80 128.0 96 124.0 112 GR 120.0 143 116.0 165 117.5 400 116.0 530 114.0 700 GR 116.0 815 118.0 1160 116.5 1342 101.8 1372 92.0 1397 GR 87.1 1418 86.0 1450 86.7 1468 92.0 1487 101.5 1514 GR 108.0 1520 112.0 1545 116.0 1570 120.0 1612 120.5 1680 GR 120.0 1750 116.5 1950 116.8 2600 116.8 2900 116.0 3320 GR 116.0 3600 117.5 3760 116.0 3940 115.0 4200 112.0 4640 GR 116.0 4668 120.0 4688 140.0 4727 ET 14.61 0 4.1 400.0 4100.0 X1 14.61 32 940 1141 620 180 850 GR 140.0 0 136.0 22 132.0 51 124.0 82 120.0 103 GR 116.0 132 115.5 370 116.0 600 118.5 770 116.0 940 GR 112.0 960 103.0 964 92.9 986 88.0 1009 86.9 1040 GR 87.6 1069 92.9 1078 103.0 1104 108.0 1109 116.0 1141 GR 120.0 1238 120.0 1404 117.8 1810 116.0 2865 116.0 3090 GR 117.7 3400 116.0 3580 114.8 3860 112.5 4230 116.0 4264 GR 120.0 4285 140.0 4322 NC 0.105 0.100 0.049 0.3 0.5 OT 2 26893 26893 ET 14.93 0 4.1 485.0 4023.0 X1 14.93 35 2720 2900 670 700 1720 GR 142.0 0 132.0 60 128.0 83 124.0 113 120.0 155 GR 116.0 230 115.5 450 116.0 570 120.0 875 120.0 1080 GR 119.0 1250 120.0 1510 120.0 1630 116.0 1870 117.5 2350 GR 116.6 2500 116.0 2720 112.0 2740 103.0 2744 93.5 2768 GR 88.5 2788 87.5 2820 88.1 2838 93.5 2858 103.0 2884 GR 112.0 2886 116.0 2900 120.0 2925 120.0 3075 116.8 3500 GR 116.0 3745 112.8 4080 116.0 4185 120.0 4203 140.0 4233 1 29JUN98 13:15:36 PAGE 19 ET 15.08 0 4.1 520.0 3350.0 X1 15.08 32 3145 3317 350 860 750 GR 140.0 0 132.0 110 128.0 141 124.0 158 120.0 187 GR 116.0 345 116.0 570 117.0 730 120.0 815 120.8 970 GR 120.0 1065 117.7 1280 117.0 1750 119.0 2200 116.5 2630 GR 116.0 2910 112.0 3145 103.5 3150 94.0 3175 89.1 3196 GR 88.1 3228 88.8 3245 94.0 3265 104.0 3272 112.0 3306 GR 116.0 3317 117.0 3375 116.0 3397 116.0 3518 120.0 3536 GR 128.0 3570 140.0 3605 ET 15.38 0 4.1 465.0 4404.0 X1 15.38 39 2760 2948 260 2390 1440 GR 140.0 0 136.0 82 132.0 115 128.0 130 124.0 155 GR 120.0 158 118.0 450 120.0 675 121.3 870 120.0 1070 GR 119.0 1250 120.0 1410 120.0 1545 119.5 2225 120.0 2295 GR 122.0 2450 120.0 2720 116.0 2760 108.0 2783 104.0 2798 GR 94.5 2825 89.6 2847 88.5 2878 89.2 2896 94.5 2915 GR 104.0 2942 120.0 2948 120.0 2988 116.0 3325 116.0 3730 GR 112.0 3900 108.0 4030 112.0 4335 116.0 4450 120.0 4462 GR 124.0 4472 128.0 4477 132.0 4520 140.0 4545 NC 0.100 0.100 0.050 0.1 0.3 OT 2 26929 26929 ET 15.62 0 4.1 472.77 3739.82 X1 15.62 34 1180 1395 400 1200 1340 GR 142.0 0 136.0 32 132.0 108 128.0 150 124.0 173 GR 120.0 214 117.0 400 120.0 603 123.5 1030 120.0 1180 GR 116.0 1194 112.0 1207 108.0 1216 94.5 1241 87.5 1263 GR 88.2 1283 86.2 1305 93.0 1333 104.0 1358 108.0 1369 GR 112.0 1395 116.0 1600 112.0 1840 112.0 1960 116.0 1995 GR 120.0 2100 120.0 2355 116.0 2595 112.0 2655 116.0 2705 GR 119.0 3860 116.0 3940 116.0 4005 140.0 4010 ET 15.80 0 4.1 384. 2529.66 X1 15.80 26 384 576 740 1230 980 GR 140.0 0 136.0 65 132.0 230 132.0 315 128.0 324 GR 124.0 335 120.0 345 116.0 384 112.0 412 108.0 433 GR 104.0 447 95.0 465 88.3 487 88.9 508 86.7 528 GR 93.5 557 112.0 562 116.0 576 120.0 597 120.0 695 GR 119.5 950 119.3 1580 118.8 2210 118.7 2800 119.5 2880 GR 140.0 2900 QT 2 26956 26956 NH 5 0.065 279 0.115 283 0.052 418 0.105 486 0.060 NH 1260 ET 16.18 0 4.1 160.0 1065.0 X1 16.18 28 279 418 2040 1850 2050 GR 140.8 0 137.5 48 127.0 66 129.3 70 129.3 92 GR 117.8 121 118.9 217 107.4 259 109.3 272 109.5 279 GR 103.2 283 93.9 298 91.7 315 91.5 326 90.7 334 GR 88.6 345 88.6 362 91.8 371 93.8 392 103.2 413 GR 110.2 418 114.0 455 123.8 486 122.5 635 122.1 680 GR 120.0 835 119.5 1250 140.0 1260 1 29JUN98 13:15:36 PAGE 20 NC 0.100 0.095 0.050 ET 16.32 0 4.1 305.0 675.0 X1 16.32 26 340 528 510 520 510 GR 140.0 0 137.0 30 128.5 46 130.0 50 130.0 70 GR 118.5 104 119.8 217 116.0 251 112.0 340 108.0 357 GR 104.0 360 94.6 375 92.5 393 92.3 404 91.5 411 GR 89.5 422 89.5 440 92.5 448 94.5 470 108.0 486 GR 112.0 504 116.0 518 120.0 528 122.0 700 122.0 750 GR 140.0 760 NC 0.105 0.090 0.050 ET 16.33 0 4.1 490.0 720.0 X1 16.33 24 504 704 240 200 210 GR 137.8 420 132.0 435 129.0 440 129.0 450 125.5 450 GR 116.0 475 112.5 504 104.0 509 103.2 509.5 97.4 522.5 GR 93.9 531.5 87.0 557.5 87.7 569.5 87.7 582.5 88.7 600.5 GR 92.9 625.5 97.2 640.5 103.2 659 104.0 660 125.5 704 GR 125.5 708 131.5 720 136.9 730.5 137.0 810 NC 0.115 0.100 0.050 SB 1.0 1.6 3.0 0 60.0 11 7380 2.5 87.0 86.9 ET 16.34 0 4.1 490.0 720.0 X1 16.34 0 0 0 80 80 80 X2 0 0 1 132.4 137.0 BT 6 420 137.8 137.8 435 138.4 132.0 440 138.9 132.4 BT 720 138.1 131.6 730.5 138.0 136.9 810 137.0 137.0 ET 16.35 0 4.1 540.0 780.0 X1 16.35 24 550 723 50 60 50 GR 140.0 380 140.0 400 140.0 420 119.0 430 118.2 474 GR 116.5 494 116.0 506 112.2 550 109.6 558 103.2 561 GR 97.4 573 93.9 582 87.0 608 87.7 620 87.7 633 GR 88.7 651 92.9 676 97.2 691 103.2 705 112.0 723 GR 116.0 736 120.0 745 121.2 765 140.0 775 T1 TUALATIN RIVER, RM 2.81 TO RM 16.35, POST CONSTRUCTION T2 100 YEAR FLOODWAY ANALYSIS W /ENCROACHMENTS - METHOD 1 T3 TUALATIN RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ -10 3 107.20 J2 NPROF (PLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 1 15 0 -1 29JUN98 13:15:36 PAGE 21 THIS RUN EXECUTED 29JUN98 13:15:41 ****** * * * * * * * * * * * * * * **** *** * * * * ** * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ****** **** ****************** * * * * * * * ** NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST SUMMARY PRINTOUT SECNO CWSEL EG HL OLOSS Q QLOB QCH QROB VLOB VCH VROB 10 *KS 2.810 106.82 106.97 .00 .00 23455.00 3911.15 9410.94 10132.91 .94 3.76 2.93 1.92 2.810 107.20 107.40 .00 .00 23455.00 1737.72 10406.25 11311.04 2.66 4.08 3.22 2.21 2.980 106.94 107.09 .12 .00 23455.00 2.46 22514.83 937.71 .13 3.23 .59 1.65 2.980 107.38 107.54 .13 .01 23455.00 .00 23455.00 .00 .00 3.29 .00 1.72 * 3.080 106.80 107.69 .23 .37 23455.00 72.42 21470.94 1911.64 .59 7.91 1.67 19.61 * 3.080 107.16 108.25 .24 .47 23455.00 .00 23455.00 .00 .00 8.41 .00 22.06 3.190 108.03 108.56 .76 .11 23455.00 196.21 20498.31 2760.48 .72 6.19 2.26 10.59 3.190 108.55 109.28 .91 .11 23455.00 .00 23455.00 .00 .00 6.83 .00 13.28 3.230 108.28 108.91 .30 .05 23455.00 663.63 22730.29 61.07 1.03 6.48 1.09 14.93 3.230 109.01 109.63 .32 .03 23455.00 .00 23455.00 .00 .00 6.29 .00 13.38 3.340 109.01 109.70 .76 .03 23455.00 70.38 23384.62 .00 .71 6.67 .00 14.54 3.340 109.67 110.29 .66 .00 23455.00 .00 23455.00 .00 .00 6.33 .00 12.27 * 3.390 109.35 110.81 .72 .39 23455.00 10.51 23444.49 .00 .38 9.71 .00 33.98 * 3.390 109.93 111.26 .62 .35 23455.00 .00 23455.00 .00 .00 9.25 .00 29.38 3.400 109.20 111.12 .08 .23 23455.00 2.20 23452.80 .00 .24 11.12 .00 52.79 3.400 109.81 111.52 .07 .19 23455.00 .00 23455.00 .00 .00 10.50 .00 44.34 3.410 109.85 111.34 .08 .13 23455.00 8.48 23446.52 .00 .35 9.78 .00 34.76 3.410 110.33 111.70 .07 .10 23455.00 .00 23455.00 .00 .00 9.41 .00 30.88 3.460 110.76 112.17 .83 .01 23455.00 7.66 23447.34 .00 .32 9.56 .00 26.55 3.460 111.12 112.45 .75 .00 23455.00 .00 23455.00 .00 .00 9.27 .00 24.20 3.540 112.10 113.09 .87 .04 23455.00 219.84 23235.16 .00 .88 8.03 .00 14.52 1 1 3.540 112.33 113.31 .83 .03 23455.00 .00 23455.00 .00 .00 7.98 .00 14.17 29JUN98 13:15:36 PAGE 22 SECNO CWSEL EG HL OLOSS Q GLOB OCH GROB VLOB VCH VROB 10 *KS 3.670 113.17 113.91 .79 .03 23455.00 43.09 23411.91 .00 .54 6.88 .00 9.02 3.670 113.40 114.11 .77 .03 23455.00 .00 23455.00 .00 .00 6.79 .00 8.85 * 3.760 113.75 114.22 .29 .03 23455.00 .32 23233.63 221.04 .21 5.56 .57 4.45 3.760 113.95 114.43 .29 .02 23455.00 .00 23455.00 .00 .00 5.56 .00 4.53 3.850 114.02 114.48 .25 .00 23455.00 .00 22792.10 662.90 .00 5.50 .75 6.20 3.850 114.21 114.69 .26 .00 23455.00 .00 23455.00 .00 .00 5.60 .00 6.53 * 4.120 114.71 115.01 .52 .02 23455.00 8.72 23231.60 214.68 .39 4.42 .47 2.55 * 4.120 114.95 115.26 .54 .02 23455.00 .00 23455.00 .00 .00 4.42 .00 2.63 4.230 114.86 115.16 .15 .00 23455.00 8.63 23235.58 210.79 .42 4.45 .52 2.74 4.230 115.10 115.41 .15 .00 23455.00 .00 23455.00 .00 .00 4.45 .00 2.81 4.260 114.87 115.22 .05 .01 23455.00 28.50 23325.58 100.92 .55 4.75 .44 2.94 4.260 115.12 115.46 .05 .01 23455.00 .01 23336.79 118.20 .03 4.71 .46 2.85 4.280 114.92 115.27 .05 .00 23455.00 28.67 23324.17 102.16 .55 4.75 .44 2.94 4.280 115.17 115.51 .05 .00 23455.00 .01 23454.99 .00 .03 4.73 .00 2.93 4.290 114.94 115.29 .02 .00 23455.00 28.26 23327.62 99.12 .55 4.76 .44 2.96 4.290 115.19 115.54 .02 .00 23455.00 .01 23454.99 .00 .03 4.74 .00 2.94 4.300 114.97 115.32 .02 .00 23455.00 29.13 23325.38 100.49 .57 4.77 .46 3.26 4.300 115.21 115.56 .02 .00 23455.00 .01 23454.99 .00 .03 4.75 .00 3.24 4.320 115.01 115.36 .05 .00 23455.00 29.29 23324.07 101.65 .57 4.76 .46 3.25 4.320 115.26 115.61 .05 .00 23455.00 .01 23454.99 .00 .03 4.74 .00 3.24 4.400 115.15 115.51 .14 .00 23455.00 5.63 23436.74 12.63 .29 4.84 .32 4.28 4.400 115.40 115.75 .14 .00 23455.00 .00 23455.00 .00 .00 4.78 .00 4.23 4.870 116.07 116.42 .91 .00 23455.00 504.25 22936.92 13.82 .54 4.83 .51 3.33 4.870 116.34 116.71 .95 .00 23455.00 .00 23455.00 .00 .00 4.89 .00 3.63 * 5.280 116.95 117.53 1.04 .07 23455.00 .00 23146.92 308.08 .00 6.18 .81 6.92 5.280 117.28 117.87 1.10 .07 23455.00 .00 23455.00 .00 .00 6.16 .00 7.00 * 5.370 117.50 117.74 .17 .04 23455.00 222.31 23141.66 91.03 .81 3.89 .56 2.28 * 5.370 117.84 118.08 .17 .04 23455.00 .00 23455.00 .00 .00 3.90 .00 2.36 5.380 117.54 117.76 .02 .00 23455.00 .00 23455.00 .00 .00 3.78 .00 2.29 5.380 117.88 118.10 .02 .00 23455.00 .00 23455.00 .00 .00 3.73 .00 2.20 5.390 117.55 117.77 .01 .00 23455.00 .00 23455.00 .00 .00 3.79 .00 2.31 5.390 117.90 118.11 .01 .00 23455.00 .00 23455.00 .00 .00 3.74 .00 2.23 5.400 117.54 117.79 .01 .01 23455.00 500.62 22828.88 125.51 .87 4.05 .55 2.37 5.400 117.87 118.14 .01 .01 23455.00 .00 23455.00 .00 .00 4.11 .00 2.60 1 29JUN98 13:15:36 PAGE 23 SECNO CWSEL EG HL OLOSS Q QLOB OCH QROB VLOB VCH VROB 10 *KS 5.490 117.64 117.93 .13 .01 23455.00 165.16 23214.97 74.88 .64 4.34 .55 3.26 5.490 118.00 118.29 .14 .01 23455.00 .00 23455.00 .00 .00 4.32 .00 3.34 5.600 117.83 118.11 .18 .00 23455.00 83.43 22977.79 393.78 .60 4.30 .80 2.94 5.600 118.18 118.47 .19 .00 23455.00 .00 23455.00 .00 .00 4.32 .00 3.12 5.670 117.91 118.26 .13 .02 23455.00 112.74 23047.10 295.16 .63 4.76 .94 4.11 5.670 118.28 118.63 .14 .02 23455.00 .00 23455.00 .00 .00 4.76 .00 4.33 5.750 118.17 118.39 .12 .01 23455.00 484.36 22872.81 97.83 .62 3.80 .55 2.17 5.750 118.54 118.76 .12 .01 23455.00 .00 23455.00 .00 .00 3.84 .00 2.35 6.070 118.56 118.76 .37 .00 23455.00 .00 19552.96 3902.05 .00 3.88 .84 2.19 6.070 118.95 119.15 .39 .00 23455.00 .00 20162.95 3292.05 .00 3.94 .91 2.24 6.480 119.10 119.43 .63 .04 23455.00 1720.81 21733.40 .79 .97 4.82 .22 4.16 * 6.480 119.48 119.89 .67 .06 23455.00 .00 23453.33 1.67 .00 5.11 .28 4.74 6.620 119.47 119.73 .29 .01 23455.00 417.91 22642.88 394.22 .51 4.12 .55 2.99 6.620 119.95 120.21 .31 .01 23455.00 167.80 23287.20 .00 .51 4.16 .00 3.05 6.700 119.59 119.83 .10 .00 25570.00 65.43 25036.86 467.71 .37 3.97 .75 2.80 6.700 120.07 120.32 .10 .00 25570.00 .00 25570.00 .00 .00 3.97 .00 2.87 6.820 119.76 120.04 .20 .01 25570.00 6.63 24659.85 903.51 .37 4.31 .81 3.02 6.820 120.25 120.54 .21 .02 25570.00 .00 25570.00 .00 .00 4.38 .00 3.25 6.920 119.95 120.21 .16 .00 25570.00 2705.18 22413.81 451.01 .76 4.38 .80 3.90 6.920 120.40 120.76 .18 .03 25570.00 .00 25299.73 270.27 .00 4.84 .97 4.85 7.000 120.07 120.46 .19 .06 27000.00 1405.59 25545.44 48.98 .67 5.13 .59 5.00 7.000 120.58 121.02 .22 .04 27000.00 .00 27000.00 .00 .00 5.30 .00 5.55 7.080 120.33 120.69 .22 .01 27000.00 1212.21 24805.12 982.67 .73 5.03 1.11 4.65 7.080 120.83 121.27 .25 .00 27000.00 .00 26908.71 91.29 .00 5.34 .96 5.14 7.200 120.59 120.96 .27 .00 27000.00 837.23 25321.04 841.73 .64 5.05 .97 4.06 7.200 121.17 121.57 .29 .01 27000.00 .00 26468.89 531.11 .00 5.16 1.28 4.30 7.270 120.78 121.13 .16 .01 27000.00 2202.92 23598.68 1198.40 .96 5.05 1.07 4.62 7.270 121.31 121.79 .18 .03 27000.00 .00 26622.14 377.86 .00 5.57 1.28 5.72 7.350 121.03 121.30 .14 .02 27000.00 1173.64 24208.58 1617.77 .71 4.39 .92 3.19 7.350 121.65 121.99 .17 .04 27000.00 27.14 26809.49 163.37 .63 4.75 .96 3.61 7.390 121.08 121.45 .10 .05 27000.00 398.34 24520.14 2081.51 .56 5.11 1.03 5.18 7.390 121.70 122.17 .11 .06 27000.00 .00 27000.00 .00 .00 5.48 .00 6.05 7.490 121.38 121.66 .19 .03 25000.00 113.71 24148.51 737.77 .67 4.35 1.09 3.20 7.490 122.09 122.42 .22 .04 27000.00 130.82 26674.23 194.95 .86 4.67 .99 3.55 29JUN98 13:15:36 PAGE 24 SECNO CWSEL EG HL OLOSS Q QLOB QCH QROB VLOB VCH VROB 10 *KS 7.620 121.64 121.89 .22 .01 23000.00 92.30 22260.88 646.81 .64 4.07 1.00 2.86 7.620 122.35 122.71 .28 .01 27000.00 .00 27000.00 .00 .00 4.80 .00 4.25 7.740 121.82 122.15 .22 .04 23000.00 149.28 22694.11 156.61 .77 4.67 .58 4.29 7.740 122.61 123.05 .30 .04 27000.00 69.27 26919.30 11.44 .89 5.35 .59 5.37 7.800 122.06 122.28 .10 .03 23000.00 1034.92 21690.75 274.33 .89 3.89 .68 2.82 7.800 122.88 123.22 .13 .03 27000.00 .00 27000.00 .00 .00 4.68 .00 4.23 7.880 122.14 122.43 .13 .02 23000.00 310.93 22562.86 126.21 .64 4.33 .61 3.40 7.880 123.02 123.41 .18 .01 27000.00 .00 26922.94 77.06 .00 5.00 .84 4.29 8.000 122.34 122.63 .20 .00 23000.00 79.23 22591.00 329.78 .57 4.31 .62 2.91 8.000 123.29 123.67 .26 .00 27000.00 .00 27000.00 .00 .00 4.96 .00 3.94 8.080 122.48 122.78 .15 .01 23000.00 .22 22452.95 546.83 .19 4.51 .63 3.55 8.080 123.46 123.88 .20 .01 27000.00 .00 27000.00 .00 .00 5.19 .00 4.62 8.090 122.48 122.85 .05 .02 23000.00 .00 22167.61 832.39 .00 4.94 1.14 3.70 8.090 123.45 123.97 .06 .03 27000.00 .00 26870.77 129.23 .00 5.75 1.19 4.79 8.150 122.51 122.91 .05 .02 23000.00 .00 23000.00 .00 .00 5.07 .00 4.89 8.150 123.53 124.03 .06 .00 27000.00 .00 27000.00 .00 .00 5.67 .00 5.88 8.160 122.54 122.94 .03 .00 23000.00 .00 23000.00 .00 .00 5.07 .00 4.89 8.160 123.57 124.07 .04 .00 27000.00 .00 27000.00 .00 .00 5.67 .00 5.87 8.180 122.64 123.00 .04 .01 23000.00 .06 22993.67 6.27 .12 4.77 .45 3.97 8.180 123.69 124.14 .05 .02 27000.00 .00 27000.00 .00 .00 5.36 .00 4.95 8.200 122.69 123.05 .05 .00 23000.00 .00 22727.66 272.34 .00 4.83 .68 3.82 8.200 123.75 124.21 .06 .01 27000.00 .00 26940.14 59.86 .00 5.48 .82 4.67 8.280 122.96 123.22 .14 .03 23000.00 381.33 22431.59 187.07 .72 4.10 .66 2.89 8.280 124.08 124.42 .17 .04 27000.00 .00 27000.00 .00 .00 4.70 .00 3.85 8.410 123.16 123.47 .22 .03 23000.00 67.69 22932.31 .00 .39 4.50 .00 3.66 8.410 124.34 124.73 .29 .02 27000.00 .00 27000.00 .00 .00 5.02 .00 4.51 8.490 123.31 123.69 .17 .04 23000.00 117.99 22355.56 526.45 .93 4.99 .81 4.34 8.490 124.53 125.04 .22 .08 27000.00 .00 27000.00 .00 .00 5.72 .00 5.89 8.530 123.53 123.80 .06 .05 23000.00 .00 22741.04 258.97 .00 4.21 .90 2.80 8.530 124.85 125.20 .08 .08 27000.00 .00 27000.00 .00 .00 4.74 .00 3.59 8.540 123.55 123.82 .02 .00 23000.00 .00 22749.18 250.83 .00 4.25 .89 2.87 8.540 124.87 125.22 .03 .00 27000.00 .00 27000.00 .00 .00 4.78 .00 3.67 8.560 123.59 123.87 .05 .00 23000.00 .00 22046.90 953.10 .00 4.31 .88 3.29 8.560 124.92 125.31 .06 .02 27000.00 .00 27000.00 .00 .00 4.98 .00 4.22 29JUN98 13:15:36 PAGE 25 SECNO CWSEL EG HL OLOSS Q QLOB OCH NOB VLOB VCH VROB 10 *KS 8.660 123.78 124.01 .13 .01 23000.00 18.26 21748.05 1233.69 .46 4.00 .77 2.65 8.660 125.15 125.49 .17 .01 27000.00 .00 27000.00 .00 .00 4.69 .00 3.59 8.740 123.88 124.24 .17 .06 23000.00 .00 21648.96 1351.04 .00 4.90 1.10 5.27 8.740 125.28 125.79 .22 .08 27000.00 .00 27000.00 .00 .00 5.71 .00 6.70 8.820 124.15 124.47 .23 .00 27000.00 12.47 24726.90 2260.63 .49 4.77 .95 5.30 8.820 125.70 126.05 .25 .02 27000.00 .00 26509.69 490.31 .00 4.79 .99 5.09 8.830 124.16 124.48 .01 .00 27000.00 11.86 24769.39 2218.75 .49 4.79 .95 5.39 8.830 125.71 126.06 .01 .00 27000.00 .00 26516.32 483.68 .00 4.81 .99 5.15 8.900 124.40 124.65 .16 .01 27000.00 8.95 24299.62 2691.43 .38 4.24 .81 3.08 8.900 125.93 126.22 .15 .01 27000.00 19.00 26535.36 445.64 .49 4.34 .75 2.95 9.180 124.87 125.20 .51 .04 27000.00 .02 26104.12 895.87 .10 4.69 .70 4.16 9.180 126.38 126.70 .46 .01 27000.00 .00 26733.88 266.12 .00 4.50 .81 3.55 * 9.250 125.19 125.35 .09 .05 26600.00 2224.39 23766.08 609.53 .29 3.32 .54 1.61 * 9.250 126.66 126.83 .09 .04 26600.00 1146.64 25453.36 .00 .28 3.36 .00 1.58 * 9.260 125.26 125.36 .01 .01 26600.00 10315.26 15583.58 701.16 1.40 3.10 .90 4.07 * 9.260 126.66 126.84 .01 .00 26600.00 7271.23 19328.77 .00 1.74 3.82 .00 6.27 * 9.300 125.31 125.39 .03 .00 26600.00 7324.48 18573.16 702.37 .70 2.76 .60 .93 * 9.300 126.80 126.88 .03 .01 26600.00 7562.60 18936.47 100.93 .69 2.67 .88 .82 * 9.840 125.71 * 9.840 127.18 .38 .00 26645.00 13821.82 12817.25 5.93 1.29 2.62 .15 3.19 .35 .00 26645.00 14705.69 11939.31 .00 1.39 2.31 .00 3.23 10.200 126.12 126.24 .45 .02 26645.00 1223.04 19155.50 6266.47 10.200 127.54 127.66 .40 .02 26645.00 471.20 19109.75 7064.05 .63 3.35 .84 2.34 .60 3.16 .89 1.94 10.870 126.70 126.86 .61 .01 26773.00 503.75 22448.33 3820.92 .74 3.46 .65 1.39 10.870 128.06 128.21 .54 .01 26773.00 .00 22785.90 3987.10 .00 3.36 .72 1.31 11.410 127.10 127.32 .44 .02 26773.00 1127.21 24665.31 980.48 1.00 3.85 .82 1.76 11.410 128.44 128.67 .44 .02 26773.00 .00 25942.89 830.11 .00 3.89 .88 1.86 11.500 127.15 127.42 .07 .03 26717.00 384.98 25344.81 987.21 .94 4.28 1.06 2.50 11.500 128.48 128.78 .08 .03 26717.00 .00 25392.00 1325.00 .00 4.46 1.22 2.81 11.510 127.19 127.46 .04 .00 26717.00 381.73 25356.41 978.86 .94 4.29 1.06 2.52 11.510 128.53 128.78 .00 .00 26717.00 341.15 25519.72 856.12 .88 4.14 1.06 2.22 11.630 127.40 127.60 .14 .01 26753.00 1193.21 24664.12 895.67 .73 3.77 .85 1.85 11.630 128.72 128.91 .12 .01 26753.00 1115.20 24921.30 716.50 .81 3.65 .97 1.64 12.280 128.00 128.16 .55 .00 26775.00 5321.55 21438.36 15.08 .68 3.52 .35 1.53 12.280 129.28 129.45 .53 .00 26775.00 4095.21 22679.79 .00 .80 3.58 .00 1.60 29JUN98 13:15:36 PAGE 26 SECNO CWSEL EG HL OLOSS Q QLOB OCH QROB VLOB VCH VROB 10 *KS 12.780 128.43 128.60 .44 .00 26798.00 1525.48 23242.23 2030.28 .84 3.55 .82 1.91 12.780 129.71 129.89 .44 .00 26798.00 1061.78 24298.23 1437.99 .87 3.57 .93 1.83 * 13.190 128.76 128.79 .18 .01 26798.00 645.86 13395.60 12756.54 .51 2.04 .61 .54 * 13.190 130.05 130.09 .18 .01 26798.00 .00 14249.31 12548.70 .00 2.09 .65 .58 13.450 128.81 128.84 .04 .00 26820.00 395.26 12123.81 14300.93 .45 1.83 .42 .33 13.450 130.11 130.13 .04 .00 26820.00 .00 12154.66 14665.34 .00 1.76 .44 .33 13.640 128.84 128.86 .02 .00 26820.00 666.14 9665.61 16488.25 .43 1.66 .38 .27 13.640 130.14 130.15 .02 .00 26820.00 .00 9479.06 17340.94 .00 1.57 .39 .26 13.900 128.86 128.87 .01 .00 26820.00 17.35 7170.75 19631.90 .18 1.17 .36 .17 13.900 130.16 130.16 .01 .00 26820.00 .00 6731.59 20088.41 .00 1.06 .35 .15 14.460 128.88 128.89 .02 .00 26870.00 4587.19 8791.28 13491.52 .30 1.34 .34 .19 14.460 130.17 130.18 .02 .00 26870.00 3861.67 9069.34 13938.99 .32 1.33 .35 .18 14.610 128.89 128.90 .01 .00 26870.00 3619.88 8998.25 14251.87 .34 1.44 .37 .24 14.610 130.18 130.19 .01 .00 26870.00 2517.60 9382.91 14969.49 .35 1.44 .38 .23 14.930 128.92 128.93 .03 .00 26893.00 11177.82 8911.48 6803.70 .39 1.55 .43 .30 14.930 130.21 130.22 .03 .00 26893.00 11051.04 9427.27 6414.69 .41 1.58 .44 .29 15.080 128.93 128.95 .02 .00 26893.00 15610.49 9849.52 1432.99 .46 1.80 .49 .39 15.080 130.22 130.24 .02 .00 26893.00 16202.32 10494.38 196.29 .48 1.85 .43 .39 15.380 128.98 128.99 .04 .00 26893.00 7647.32 8812.88 10432.80 .32 1.49 .47 .27 15.380 130.27 130.28 .03 .00 26893.00 7567.00 8709.11 10616.88 .32 1.41 .46 .23 15.620 129.01 129.02 .03 .00 26929.00 2988.97 9758.83 14181.20 .35 1.52 .44 .30 15.620 130.29 130.31 .03 .00 26929.00 2176.55 10105.73 14646.72 .34 1.51 .46 .28 * 15.800 129.04 129.08 .05 .01 26929.00 316.47 13048.01 13564.52 .59 2.31 .60 .76 * 15.800 130.32 130.36 .05 .01 26929.00 .00 13230.11 13698.89 .00 2.25 .63 .74 16.180 129.20 129.29 .19 .02 26956.00 3364.25 15077.27 8514.48 1.46 3.09 1.16 1.31 16.180 130.47 130.58 .19 .02 26956.00 2973.20 16168.84 7813.96 1.62 3.19 1.22 1.34 16.320 129.21 129.41 .08 .03 26956.00 3497.21 21826.08 1632.72 1.15 3.97 .91 2.16 16.320 130.45 130.71 .09 .05 26956.00 743.63 24724.80 1487.56 1.20 4.31 1.05 2.41 16.330 129.21 129.47 .05 .02 26956.00 717.22 26225.28 13.50 1.11 4.19 .47 2.23 16.330 130.50 130.76 .05 .00 26956.00 191.79 26740.48 23.73 .80 4.11 .53 2.03 16.340 129.22 129.49 .02 .00 26956.00 657.24 26286.49 12.28 1.01 4.20 .43 2.24 16.340 130.52 130.78 .02 .00 26956.00 175.33 26759.13 21.55 .73 4.11 .48 2.02 16.350 129.25 129.50 .01 .00 26956.00 1534.03 24919.48 502.49 .99 4.21 1.03 1.96 16.350 130.51 130.79 .01 .00 26956.00 111.87 26250.26 593.87 .63 4.27 1.08 1.93 29JUN98 13:15:36 PAGE 27 SUMMARY PRINTOUT SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 2.810 .00 23455.00 106.82 .00 .00 83.70 .00 1179.33 69.37 808.00 933.00 1248.70 2.810 .00 23455.00 107.20 .00 .00 83.70 .38 460.00 749.00 808.00 933.00 1209.00 2.980 710.00 23455.00 2.980 710.00 23455.00 * 3.080 580.00 23455.00 106.80 * 3.080 580.00 23455.00 107.16 3.190 540.00 23455.00 3.190 540.00 23455.00 3.230 240.00 23455.00 108.28 3.230 240.00 23455.00 109.01 3.340 515.00 23455.00 109.01 3.340 515.00 23455.00 109.67 * 3.390 340.00 23455.00 * 3.390 340.00 23455.00 3.400 20.00 23455.00 3.400 20.00 23455.00 3.410 20.00 23455.00 3.410 20.00 23455.00 3.460 275.00 23455.00 3.460 275.00 23455.00 3.540 455.00 23455.00 3.540 455.00 23455.00 3.670 700.00 23455.00 3.670 700.00 23455.00 * 3.760 475.00 23455.00 3.760 475.00 23455.00 3.850 480.00 23455.00 114.02 3.850 480.00 23455.00 114.21 * 4.120 1385.00 23455.00 114.71 * 4.120 1385.00 23455.00 114.95 4.230 550.00 23455.00 114.86 4.230 550.00 23455.00 115.10 106.94 .00 .00 80.70 .00 750.76 963.43 1000.00 1389.00 1714.19 107.38 .00 .00 80.70 .44 389.00 1000.00 1000.00 1389.00 1389.00 .00 .00 .00 87.90 .00 87.90 .00 717.16 822.03 980.00 1190.00 1539.19 .36 210.00 980.00 980.00 1190.00 1190.00 108.03 .00 .00 87.30 .00 650.75 1072.90 1356.00 1590.00 1746.74 108.55 .00 .00 87.30 .52 234.00 1356.00 1356.00 1590.00 1590.00 .00 .00 .00 .00 .00 93.40 .00 93.40 .00 94.20 .00 94.20 .00 617.77 688.59 980.00 1280.00 1306.37 .73 300.00 980.00 980.00 1280.00 1280.00 .00 391.80 843.89 966.00 1270.00 1268.81 .66 303.69 966.00 966.00 1270.00 1269.69 109.35 .00 .00 95.00 .00 300.67 876.76 1000.00 1220.00 1208.29 109.93 .00 .00 95.00 .59 206.23 1002.96 1000.00 1220.00 1209.19 109.20 .00 .00 98.00 .00 294.28 878.17 1000.00 1220.00 1207.61 109.81 .00 .00 98.00 .61 204.68 1003.87 1000.00 1220.00 1208.55 109.85 .00 .00 95.60 .00 299.23 876.68 1000.00 1220.00 1208.16 110.33 .00 .00 95.60 .47 205.49 1003.39 1000.00 1220.00 1208.88 110.76 .00 .00 96.45 .00 307.44 877.14 1000.00 1235.00 1216.07 111.12 .00 .00 96.45 .36 213.09 1003.53 1000.00 1235.00 1216.62 112.10 .00 .00 92.70 .00 352.64 1269.86 1422.00 1624.00 1622.50 112.33 .00 .00 92.70 .23 200.60 1422.00 1422.00 1624.00 1622.60 113.17 .00 .00 93.70 .00 300.51 1189.85 1278.00 1534.00 1490.37 113.40 .00 .00 93.70 .22 212.84 1278.00 1278.00 1534.00 1490.84 113.75 .00 .00 89.10 .00 390.56 1052.37 1055.00 1260.00 1442.93 113.95 .00 .00 89.10 .20 205.00 1055.00 1055.00 1260.00 1260.00 29JUN98 13:15:36 SECNO XLCH .00 .00 .00 .00 .00 .00 .00 85.60 .00 85.60 .00 78.40 .00 78.40 .00 78.70 .00 78.70 .00 613.86 317.93 318.00 550.00 964.34 .19 232.00 318.00 318.00 550.00 550.00 .00 406.30 980.55 990.00 1215.00 1386.85 .24 225.00 990.00 990.00 1215.00 1215.00 .00 378.75 980.89 990.00 1215.00 1359.64 .24 225.00 990.00 990.00 1215.00 1215.00 PAGE 28 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 4.260 160.00 23455.00 4.260 160.00 23455.00 4.280 4.280 4.290 4.290 50.00 23455.00 50.00 23455.00 80.00 23455.00 80.00 23455.00 114.87 .00 .00 78.84 .00 326.37 89.02 104.04 308.40 415.39 115.12 .00 .00 78.84 .25 311.00 104.00 104.04 308.40 415.00 114.92 157.39 156.23 78.87 .00 326.62 88.98 104.04 308.40 415.60 115.17 157.39 156.23 78.87 .25 204.40 104.00 104.04 308.40 308.40 114.94 .00 .00 78.94 .00 326.00 89.08 104.04 308.40 415.08 115.19 .00 .00 78.94 .25 204.40 104.00 104.04 308.40 308.40 4.300 80.00 23455.00 114.97 .00 .00 79.01 .00 325.37 89.18 104.04 308.40 414.55 4.300 80.00 23455.00 115.21 .00 .00 79.01 .25 204.40 104.00 104.04 308.40 308.40 4.320 50.00 23455.00 115.01 152.04 154.51 79.04 .00 325.60 89.14 104.04 308.40 414.74 4.320 50.00 23455.00 115.26 152.04 154.51 79.04 .25 204.40 104.00 104.04 308.40 308.40 4.400 385.00 23455.00 115.15 .00 .00 79.35 .00 283.50 969.78 990.00 1215.00 1253.27 4.400 385.00 23455.00 115.40 .00 .00 79.35 .25 225.00 990.00 990.00 1215.00 1215.00 4.870 2430.00 23455.00 116.07 .00 .00 80.50 .00 541.33 695.39 1035.00 1230.00 1236.72 4.870 2430.00 23455.00 116.34 .00 .00 80.50 .27 195.00 1035.00 1035.00 1230.00 1230.00 * 5.280 2235.00 23455.00 116.95 .00 .00 90.40 .00 321.60 1035.08 1034.00 1219.00 1356.68 5.280 2235.00 23455.00 117.28 .00 .00 90.40 .33 184.64 1034.36 1034.00 1219.00 1219.00 * 5.370 460.00 23455.00 117.50 .00 .00 81.60 .00 313.27 984.27 1025.00 1257.00 1297.54 * 5.370 460.00 23455.00 117.84 .00 .00 81.60 .34 232.00 1025.00 1025.00 1257.00 1257.00 5.380 85.00 23455.00 117.54 .00 .00 82.40 .00 254.71 161.86 158.00 438.00 416.57 5.380 85.00 23455.00 117.88 .00 .00 82.40 .35 256.39 161.35 158.00 438.00 417.74 5.390 40.00 23455.00 117.55 134.50 120.20 82.50 .00 254.23 162.01 158.00 438.00 416.24 5.390 40.00 23455.00 117.90 134.50 120.20 82.50 .35 255.96 161.48 158.00 438.00 417.44 5.400 40.00 23455.00 117.54 .00 .00 83.60 .00 366.59 236.94 324.00 542.00 603.52 5.400 40.00 23455.00 117.87 .00 .00 83.60 .33 218.00 324.00 324.00 542.00 542.00 5.490 485.00 23455.00 117.64 .00 .00 86.90 .00 370.64 1083.79 1157.00 1400.00 1454.43 5.490 485.00 23455.00 118.00 .00 .00 86.90 .35 243.00 1157.00 1157.00 1400.00 1400.00 5.600 580.00 23455.00 117.83 .00 .00 87.10 .00 366.83 978.04 1023.00 1251.00 1344.87 5.600 580.00 23455.00 118.18 .00 .00 87.10 .35 228.00 1023.00 1023.00 1251.00 1251.00 5.670 370.00 23455.00 117.91 .00 .00 93.10 .00 350.27 994.51 1056.00 1283.00 1344.79 5.670 370.00 23455.00 118.28 .00 .00 93.10 .36 227.00 1056.00 1056.00 1283.00 1283.00 5.750 400.00 23455.00 118.17 .00 .00 83.70 .00 463.78 214.53 395.00 635.00 678.31 5.750 400.00 23455.00 118.54 .00 .00 83.70 .36 240.00 395.00 395.00 635.00 635.00 6.070 1690.00 23455.00 118.56 .00 .00 82.90 .00 825.92 350.96 350.00 530.00 1176.88 6.070 1690.00 23455.00 118.95 .00 .00 82.90 .38 619.30 350.70 350.00 530.00 970.00 29JUN98 13:15:36 PAGE 29 SECNO XLCH Q CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 6.480 2155.00 23455.00 119.10 .00 .00 86.70 .00 512.98 1033.45 1348.00 1541.00 1546.44 * 6.480 2155.00 23455.00 119.48 .00 .00 86.70 .38 200.04 1348.00 1348.00 1541.00 1548.04 6.620 835.00 23455.00 119.47 .00 .00 87.40 .00 764.97 1046.72 1342.00 1578.00 1811.69 6.620 835.00 23455.00 119.95 .00 .00 87.40 .47 353.00 1225.00 1342.00 1578.00 1578.00 6.700 350.00 25570.00 119.59 .00 .00 88.10 .00 506.23 206.06 305.00 585.00 712.29 6.700 350.00 25570.00 120.07 .00 .00 88.10 .48 280.00 305.00 305.00 585.00 585.00 6.820 685.00 25570.00 119.76 .00 .00 89.10 .00 457.94 295.59 305.00 540.00 753.53 6.820 685.00 25570.00 120.25 .00 .00 89.10 .48 235.00 305.00 305.00 540.00 540.00 6.920 470.00 25570.00 119.95 .00 .00 91.90 .00 1263.84 170.82 1057.00 1300.00 1434.66 6.920 470.00 25570.00 120.40 .00 .00 91.90 .45 293.00 1057.00 1057.00 1300.00 1350.00 7.000 430.00 27000.00 120.07 .00 .00 90.60 .00 1024.59 566.30 1330.00 1551.00 1590.89 7.000 430.00 27000.00 120.58 .00 .00 90.60 .51 221.00 1330.00 1330.00 1551.00 1551.00 7.080 465.00 27000.00 120.33 .00 .00 87.00 .00 852.83 550.23 1048.00 1256.00 1403.06 7.080 465.00 27000.00 120.83 .00 .00 87.00 .50 220.00 1048.00 1048.00 1256.00 1268.00 7.200 620.00 27000.00 120.59 .00 .00 86.90 .00 823.54 600.91 1065.00 1253.00 1424.45 7.200 620.00 27000.00 121.17 .00 .00 86.90 .57 234.00 1065.00 1065.00 1253.00 1299.00 7.270 370.00 27000.00 120.78 .00 .00 91.70 .00 885.27 570.40 1053.00 1253.00 1455.68 7.270 370.00 27000.00 121.31 .00 .00 91.70 .53 235.00 1053.00 1053.00 1253.00 1288.00 7.350 370.00 27000.00 121.03 .00 .00 92.00 .00 930.02 599.61 1005.00 1222.00 1529.62 7.350 370.00 27000.00 121.65 .00 .00 92.00 .62 240.00 1000.00 1005.00 1222.00 1240.00 7.390 250.00 27000.00 121.08 .00 .00 94.40 .00 961.39 803.86 1143.00 1357.00 1765.25 7.390 250.00 27000.00 121.70 .00 .00 94.40 .63 214.00 1143.00 1143.00 1357.00 1357.00 7.490 475.00 25000.00 121.38 .00 .00 92.70 .00 384.05 938.26 1015.00 1240.00 1322.31 7.490 475.00 27000.00 122.09 .00 .00 92.70 .71 270.00 990.00 1015.00 1240.00 1260.00 7.620 710.00 23000.00 121.64 .00 .00 93.33 .00 370.08 952.11 1015.00 1240.00 1322.19 7.620 710.00 27000.00 122.35 .00 .00 93.33 .71 225.00 1015.00 1015.00 1240.00 1240.00 7.740 630.00 23000.00 121.82 .00 .00 94.10 .00 389.64 993.16 1048.00 1269.00 1382.80 7.740 630.00 27000.00 122.61 .00 .00 94.10 .79 238.00 1035.00 1048.00 1269.00 1273.00 7.800 280.00 23000.00 122.06 .00 .00 94.00 .00 547.98 799.28 1000.00 1244.00 1347.26 7.800 280.00 27000.00 122.88 .00 .00 94.00 .82 244.00 1000.00 1000.00 1244.00 1244.00 7.880 420.00 23000.00 122.14 .00 .00 91.90 .00 448.33 168.71 307.90 545.65 617.04 7.880 420.00 27000.00 123.02 .00 .00 91.90 .88 244.00 316.00 307.90 545.65 560.00 8.000 630.00 23000.00 122.34 .00 .00 91.30 .00 424.20 111.28 155.00 370.00 535.47 8.000 630.00 27000.00 123.29 .00 .00 91.30 .94 215.00 155.00 155.00 370.00 370.00 29JUN98 13:15:36 PAGE 30 SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 8.080 465.00 23000.00 122.48 .00 .00 93.20 .00 508.74 1080.22 1082.00 1306.00 1588.97 8.080 465.00 27000.00 123.46 .00 .00 93.20 .98 224.00 1082.00 1082.00 1306.00 1306.00 8.090 125.00 23000.00 122.48 .00 .00 91.96 .00 288.75 43.13 43.00 230.00 331.88 8.090 125.00 27000.00 123.45 .00 .00 91.96 .97 197.00 43.00 43.00 230.00 240.00 8.150 110.00 23000.00 122.51 .00 .00 89.72 .00 218.25 43.18 43.00 265.00 261.42 8.150 110.00 27000.00 123.53 .00 .00 89.72 1.02 221.20 43.00 43.00 265.00 264.20 8.160 160.00 23000.00 122.54 132.70 126.00 89.74 .00 218.28 43.16 43.00 265.00 261.44 8.160 160.00 27000.00 123.57 132.70 126.00 89.74 1.03 221.25 43.00 43.00 265.00 264.25 8.180 100.00 23000.00 122.64 .00 .00 90.00 .00 221.59 42.56 44.00 260.00 264.15 8.180 100.00 27000.00 123.69 .00 .00 90.00 1.05 216.00 44.00 44.00 260.00 260.00 8.200 135.00 23000.00 122.69 .00 .00 91.10 .00 333.53 1143.80 1139.00 1348.00 1477.33 8.200 135.00 27000.00 123.75 .00 .00 91.10 1.05 219.50 1142.50 1139.00 1348.00 1362.00 8.280 410.00 23000.00 122.96 .00 .00 91.60 .00 436.47 223.88 338.00 588.00 660.36 8.280 410.00 27000.00 124.08 .00 .00 91.60 1.11 250.00 338.00 338.00 588.00 588.00 8.410 690.00 23000.00 123.16 .00 .00 88.70 .00 342.13 912.10 1020.00 1267.00 1254.23 8.410 690.00 27000.00 124.34 .00 .00 88.70 1.18 243.43 1020.00 1020.00 1267.00 1263.43 8.490 430.00 23000.00 123.31 .00 .00 95.80 .00 392.08 28.47 60.00 260.00 420.55 8.490 430.00 27000.00 124.53 .00 .00 95.80 1.22 200.00 60.00 60.00 260.00 260.00 8.530 180.00 23000.00 123.53 .00 .00 93.42 .00 264.01 38.58 37.00 260.00 302.59 8.530 180.00 27000.00 124.85 .00 .00 93.42 1.32 223.00 37.00 37.00 260.00 260.00 8.540 70.00 23000.00 123.55 132.80 129.00 93.62 .00 263.56 38.87 37.00 260.00 302.44 8.540 70.00 27000.00 124.87 132.80 129.00 93.62 1.32 223.00 37.00 37.00 260.00 260.00 8.560 155.00 23000.00 123.59 .00 .00 93.00 .00 441.32 40.17 39.00 268.00 481.50 8.560 155.00 27000.00 124.92 .00 .00 93.00 1.33 229.00 39.00 39.00 268.00 268.00 8.660 440.00 23000.00 123.78 .00 .00 92.30 .00 586.85 297.39 311.00 548.00 884.24 8.660 440.00 27000.00 125.15 .00 .00 92.30 1.37 237.00 311.00 311.00 548.00 548.00 8.740 450.00 23000.00 123.88 .00 .00 93.60 .00 437.06 280.48 280.00 499.00 861.62 8.740 450.00 27000.00 125.28 .00 .00 93.60 1.40 219.00 280.00 280.00 499.00 499.00 8.820 420.00 27000.00 124.15 .00 .00 94.10 .00 705.68 177.69 190.00 410.00 883.37 8.820 420.00 27000.00 125.70 .00 .00 94.10 1.55 290.00 190.00 190.00 410.00 480.00 8.830 20.00 27000.00 124.16 .00 .00 94.20 .00 705.20 177.95 190.00 410.00 883.15 8.830 20.00 27000.00 125.71 .00 .00 94.20 1.55 290.00 190.00 190.00 410.00 480.00 8.900 400.00 27000.00 124.40 .00 .00 92.40 .00 856.70 64.29 75.00 328.00 920.99 8.900 400.00 27000.00 125.93 .00 .00 92.40 1.54 368.00 65.00 75.00 328.00 433.00 29JUN98 13:15:36 PAGE 31 SECNO XLCH 0 CWSEL ELTRD ELLC ELMIN DIFKWS TOPWID SSTA STCHL STCHR ENDST 9.180 1440.00 27000.00 124.87 .00 .00 92.30 .00 551.59 11.30 12.00 260.00 584.85 9.180 1440.00 27000.00 126.38 .00 .00 92.30 1.51 293.00 12.00 12.00 260.00 305.00 * 9.250 380.00 26600.00 * 9.250 380.00 26600.00 125.19 .00 .00 87.30 .00 1203.35 1354.51 2000.00 2280.00 2660.13 126.66 .00 .00 87.30 1.46 600.00 1680.00 2000.00 2280.00 2280.00 * 9.260 30.00 26600.00 125.26 128.00 124.00 87.80 .00 1115.41 1356.72 2000.00 2280.00 2576.30 * 9.260 30.00 26600.00 126.66 128.00 124.00 87.80 1.40 630.00 1650.00 2000.00 2280.00 2280.00 * 9.300 180.00 26600.00 125.31 .00 .00 88.40 .00 1311.70 203.52 1090.00 1330.00 1515.22 * 9.300 180.00 26600.00 126.80 .00 .00 88.40 1.49 1061.39 276.62 1090.00 1330.00 1338.01 * 9.840 2730.00 26645.00 * 9.840 2730.00 26645.00 .00 .00 97.10 .00 1458.93 860.36 2105.00 2305.00 2319.28 .00 .00 97.10 1.47 1217.89 1087.11 2105.00 2305.00 2305.00 10.200 2030.00 26645.00 126.12 .00 .00 94.80 .00 2221.95 565.88 1102.00 1330.00 2787.84 10.200 2030.00 26645.00 127.54 .00 .00 94.80 1.43 1592.35 940.42 1102.00 1330.00 2532.77 10.870 3540.00 26773.00 10.870 3540.00 26773.00 11.410 2840.00 26773.00 11.410 2840.00 26773.00 11.500 340.00 26717.00 11.500 340.00 26717.00 11.510 200.00 26717.00 11.510 200.00 26717.00 11.630 640.00 26753.00 11.630 640.00 26753.00 12.280 3350.00 26775.00 12.280 3350.00 26775.00 126.70 .00 .00 84.80 .00 1260.14 28.37 120.00 343.00 1288.52 128.06 .00 .00 84.80 1.35 952.14 120.00 120.00 343.00 1072.14 127.10 .00 .00 85.80 .00 494.65 423.62 532.00 727.00 918.27 128.44 .00 .00 85.80 1.34 300.00 532.00 532.00 727.00 832.00 127.15 .00 .00 82.80 .00 352.65 529.21 579.85 769.54 881.87 128.48 .00 .00 82.80 1.34 280.17 605.00 579.85 769.54 885.17 127.19 154.50 134.00 82.90 .00 352.40 529.31 579.85 769.54 881.70 128.53 154.50 134.00 82.90 1.34 299.40 543.90 579.85 769.54 843.30 127.40 .00 .00 86.90 .00 631.63 473.76 728.00 945.00 1105.38 128.72 .00 .00 86.90 1.32 440.00 576.00 728.00 945.00 1016.00 128.00 .00 .00 87.60 .00 1267.92 830.89 1897.00 2088.00 2098.81 129.28 .00 .00 87.60 1.27 692.00 1396.00 1897.00 2088.00 2088.00 12.780 2600.00 26798.00 128.43 12.780 2600.00 26798.00 129.71 * 13.190 2110.00 26798.00 128.76 * 13.190 2110.00 26798.00 130.05 13.450 1410.00 26820.00 128.81 13.450 1410.00 26820.00 130.11 13.640 1020.00 26820.00 128.84 13.640 1020.00 26820.00 130.14 13.900 1460.00 26820.00 128.86 13.900 1460.00 26820.00 130.16 29JUN98 13:15:36 SECNO XLCH 0 CWSEL 14.460 2580.00 26870.00 128.88 14.460 2580.00 26870.00 130.17 14.610 850.00 26870.00 128.89 14.610 850.00 26870.00 130.18 14.930 1720.00 26893.00 128.92 14.930 1720.00 26893.00 130.21 15.080 750.00 26893.00 128.93 15.080 750.00 26893.00 130.22 15.380 1440.00 26893.00 128.98 15.380 1440.00 26893.00 130.27 .00 .00 90.80 .00 840.32 274.52 625.00 830.00 1114.85 .00 .00 90.80 1.28 442.24 504.59 625.00 830.00 946.83 .00 .00 86.50 .00 1865.48 91.18 248.00 452.00 1956.65 .00 .00 86.50 1.29 1477.00 248.00 248.00 452.00 1725.00 .00 .00 83.70 .00 2845.92 .00 .00 83.70 1.30 2496.00 17.72 112.00 308.00 2863.64 112.00 112.00 308.00 2608.00 .00 .00 84.30 .00 3643.36 78.18 222.00 385.00 3721.53 .00 .00 84.30 1.30 3258.00 222.00 222.00 385.00 3480.00 .00 .00 84.80 .00 4772.00 .00 .00 84.80 1.29 4560.00 ELTRD ELLC 32.39 50.00 239.00 4804.39 50.00 50.00 239.00 4610.00 ELMIN DIFKWS TOPWID SSTA PAGE 32 STCHL STCHR ENDST .00 .00 86.00 .00 4612.88 92.45 1342.00 1545.00 4705.33 .00 .00 86.00 1.29 4039.20 455.24 1342.00 1545.00 4494.44 .00 .00 86.90 .00 4238.39 63.05 940.00 1141.00 4301.45 .00 .00 86.90 1.29 3700.00 400.00 940.00 1141.00 4100.00 .00 .00 87.50 .00 4138.61 77.76 2720.00 2900.00 4216.37 .00 .00 87.50 1.29 3538.00 485.00 2720.00 2900.00 4023.00 .00 .00 88.10 .00 3438.95 133.77 3145.00 3317.00 3572.72 .00 .00 88.10 1.29 2830.00 520.00 3145.00 3317.00 3350.00 .00 .00 88.50 .00 4361.19 .00 .00 88.50 1.29 3939.00 15.620 1340.00 26929.00 129.01 .00 15.620 1340.00 26929.00 130.29 .00 * 15.800 980.00 26929.00 129.04 * 15.800 980.00 26929.00 130.32 126.33 2760.00 2948.00 4487.52 465.00 2760.00 2948.00 4404.00 .00 86.20 .00 3868.32 139.39 1180.00 1395.00 4007.71 .00 86.20 1.28 3267.05 472.77 1180.00 1395.00 3739.82 .00 .00 86.70 .00 2567.64 321.67 384.00 576.00 2889.30 .00 .00 86.70 1.28 2145.66 384.00 384.00 576.00 2529.66 16.180 2050.00 26956.00 129.20 .00 .00 88.60 .00 1170.05 62.23 279.00 418.00 1254.73 16.180 2050.00 26956.00 130.47 .00 .00 88.60 1.27 905.00 160.00 279.00 418.00 1065.00 16.320 16.320 16.330 16.330 16.340 16.340 16.350 16.350 29JUN98 510.00 26956.00 510.00 26956.00 210.00 26956.00 210.00 26956.00 80.00 26956.00 80.00 26956.00 50.00 26956.00 50.00 26956.00 13:15:36 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= 129.21 .00 .00 89.50 .00 684.86 44.67 340.00 528.00 754.00 130.45 .00 .00 89.50 1.24 370.00 305.00 340.00 528.00 675.00 129.21 .00 .00 87.00 .00 275.76 439.66 504.00 704.00 715.41 130.50 .00 .00 87.00 1.29 227.99 490.00 504.00 704.00 717.99 129.22 137.00 132.40 87.00 .00 275.82 439.63 504.00 704.00 715.45 130.52 137.00 132.40 87.00 1.29 228.03 490.00 504.00 704.00 718.03 129.25 .00 .00 87.00 .00 344.15 425.12 550.00 723.00 769.28 130.51 .00 .00 87.00 1.27 229.96 540.00 550.00 723.00 769.96 3.080 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.080 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.390 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.390 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3.760 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4.120 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4.120 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5.280 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5.370 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5.370 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 6.480 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.250 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.250 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.260 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.260 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9.840 PROFILE= 9.840 PROFILE= 13.190 PROFILE= 13.190 PROFILE= 15.800 PROFILE= 15.800 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 33 1 1 Y • 29JUN98 13:15:36 PAGE 34 FLOODWAY DATA, PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 2.810 460. 6713. 3.5 107.2 106.8 .4 2.980 389. 7140. 3.3 107.3 106.9 .4 3.080 210. 2790. 8.4 107.2 106.8 .4 3.190 234. 3435. 6.8 108.5 108.0 .5 3.230 300. 3729. 6.3 109.0 108.3 .7 3.340 304. 3707. 6.3 109.7 109.0 .7 3.390 206. 2535. 9.3 109.9 109.3 .6 3.400 205. 2233. 10.5 109.8 109.2 .6 3.410 205. 2494. 9.4 110.4 109.9 .5 3.460 213. 2529. 9.3 111.2 110.8 .4 3.540 201. 2939. 8.0 112.3 112.1 .2 3.670 213. 3453. 6.8 113.4 113.2 .2 3.760 205. 4220. 5.6 113.9 113.7 .2 3.850 232. 4188. 5.6 114.2 114.0 .2 4.120 225. 5308. 4.4 114.9 114.7 .2 4.230 225. 5276. 4.4 115.1 114.9 .2 4.260 311. 5214. 4.5 115.1 114.9 .2 4.280 204. 4962. 4.7 115.1 114.9 .2 4.290 204. 4953. 4.7 115.1 114.9 .2 4.300 204. 4943. 4.7 115.2 115.0 .2 4.320 204. 4947. 4.7 115.2 115.0 .2 4.400 225. 4904. 4.8 115.4 115.1 .3 4.870 195. 4800. 4.9 116.4 116.1 .3 5.280 185. 3807. 6.2 117.2 116.9 .3 5.370 232. 6021. 3.9 117.8 117.5 .3 5.380 256. 6293. 3.7 117.8 117.5 .3 5.390 256. 6271. 3.7 117.8 117.5 .3 5.400 218. 5705. 4.1 117.8 117.5 .3 5.490 243. 5427. 4.3 118.0 117.6 .4 5.600 228. 5423. 4.3 118.2 117.8 .4 5.670 227. 4927. 4.8 118.3 117.9 .4 5.750 240. 6112. 3.8 118.6 118.2 .4 6.070 619. 8744. 2.7 119.0 118.6 .4 6.480 200. 4593. 5.1 119.5 119.1 .4 6.620 353. 5929. 4.0 120.0 119.5 .5 6.700 280. 6439. 4.0 120.1 119.6 .5 6.820 235. 5838. 4.4 120.3 119.8 .5 6.920 293. 5505. 4.6 120.4 119.9 .5 7.000 221. 5095. 5.3 120.6 120.1 .5 7.080 220. 5133. 5.3 120.8 120.3 .5 7.200 234. 5540. 4.9 121.2 120.6 .6 7.270 235. 5075. 5.3 121.3 120.8 .5 29JUN98 13:15:36 PAGE 35 1 FLOODWAY DATA, PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 7.350 240. 5860. 4.6 121.6 121.0 .6 7.390 214. 4929. 5.5 121.7 121.1 .6 7.490 270. 6059. 4.5 122.1 121.4 .7 7.620 225. 5628. 4.8 122.3 121.6 .7 7.740 238. 5131. 5.3 122.6 121.8 .8 7.800 244. 5774. 4.7 122.9 122.1 .8 7.880 244. 5478. 4.9 123.0 122.1 .9 8.000 215. 5446. 5.0 123.2 122.3 .9 8.080 224. 5204. 5.2 123.5 122.5 1.0 8.090 197. 4780. 5.6 123.5 122.5 1.0 8.150 221. 4761. 5.7 123.5 122.5 1.0 8.160 221. 4766. 5.7 123.5 122.5 1.0 8.180 216. 5042. 5.4 123.6 122.6 1.0 8.200 219. 4992. 5.4 123.8 122.7 1.1 8.280 250. 5747. 4.7 124.1 123.0 1.1 8.410 243. 5373. 5.0 124.4 123.2 1.2 8.490 200. 4721. 5.7 124.5 123.3 1.2 8.530 223. 5691. 4.7 124.8 123.5 1.3 8.540 223. 5652. 4.8 124.8 123.5 1.3 8.560 229. 5425. 5.0 124.9 123.6 1.3 8.660 237. 5758. 4.7 125.2 123.8 1.4 8.740 219. 4725. 5.7 125.3 123.9 1.4 8.820 290. 6025. 4.5 125.6 124.1 1.5 8.830 290. 6000. 4.5 125.8 124.2 1.6 8.900 368. 6752. 4.0 125.9 124.4 1.5 9.180 293. 6271. 4.3 126.4 124.9 1.5 9.250 600. 11627. 2.3 126.7 125.2 1.5 9.260 630. 9234. 2.9 126.7 125.3 1.4 9.300 1061. 18096. 1.5 126.8 125.3 1.5 9.840 1218. 15723. 1.7 127.2 125.7 1.5 10.200 1592. 14743. 1.8 127.5 126.1 1.4 10.870 952. 12298. 2.2 128.1 126.7 1.4 11.410 300. 7600. 3.5 128.4 127.1 1.3 11.500 280. 6776. 3.9 128.4 127.1 1.3 11.510 299. 7352. 3.6 128.5 127.2 1.3 11.630 440. 8941. 3.0 128.7 127.4 1.3 12.280 692. 11426. 2.3 129.3 128.0 1.3 12.780 442. 9571. 2.8 129.7 128.4 1.3 13.190 1477. 26029. 1.0 130.1 128.8 1.3 13.450 2496. 40140. .7 130.1 128.8 1.3 13.640 3258. 50441. .5 130.1 128.8 1.3 13.900 4560. 63229. .4 130.2 128.9 1.3 29JUN98 13:15:36 PAGE 36 FLOODWAY DATA, PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 14.460 4039. 59475. .5 130.2 128.9 1.3 14.610 3700. 52976. .5 130.2 128.9 1.3 14.930 3538. 47793. .6 130.2 128.9 1.3 15.080 2830. 39583. .7 130.2 128.9 1.3 15.380 3939. 52757. .5 130.3 129.0 1.3 15.620 3267. 45168. .6 130.3 129.0 1.3 15.800 2146. 27522. 1.0 130.3 129.0 1.3 16.180 905. 13299. 2.0 130.5 129.2 1.3 16.320 370. 7764. 3.5 130.4 129.2 1.2 16.330 228. 6796. 4.0 130.5 129.2 1.3 16.340 228. 6801. 4.0 130.5 129.2 1.3 16.350 230. 6874. 3.9 130.5 129.2 1.3 YEARS Of SERVILE June 30, 1998 Julia Hajduk Associate Planner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 EN' "'`' EERS I ARCHITECTS I PLANNERS I APPLIED SCIE TS KCM A SUBSIDIARY OF TETRA TECH INC. Re: Cook Park Band Pavilion and Picnic Shelter Dear Julia Hajduk: A neighborhood meeting was held for the band pavilion and picnic shelter project proposed for Cook Park. The meeting was at Cook Park at 6:00 pm on June 24, 1998. The attached sign -up sheet list the attendees. John Roy from the City of Tigard and Jim Harper from KCM were at the meeting. The following are the questions raised at the meeting followed by the responses. The number corresponds to the person asking the question on the sign -up sheet. 2. Will both the structures be constructed at the same time. John Roy: Yes, later this year, no later then November. 1. What kind of event - size of crowd. John Roy: Community bands and similar events - no big events. 2. Hours of use. John Roy: Same as the park - Dawn to dusk - after dark needs a general permit. 1. Where will the power be coming from. John Roy: Existing power at the park. 2. Will it effect flooding. John Roy: It will not effect the floodplain. French drains will be used to address area flooding. 2. Will additional parking be part of the project. John Roy: No, but will be part of the park expansion in later years. 2. Will it take out any tress. John Roy: Three trees may be removed, however the Parks Department will be planting more this year. Thank you, and if you have any questions or comments or I can be of further assistance, please contact me at 684 -9097. Sincerely, 14CM, Inc. im Harper, P.E. Project Engineer JAH:2840078/JH63098 Seattle Portland Juneau Taiwan KCM. Inc. 7080 SW Fir Loop Portland, OR 97223 -8022 Tel 503.684.9097 Fax 503.598.0583 kcmpdx©kcmmc.com YEARS OF SERVICE EN- - I E E R S I ARCHITECTS I PLANNERS I APPLIED SCIE 4 A SUBSIDIARY OF TETRA TECH INC. June 29, 1998 Julia Hajduk Associate Planner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 Re: Cook Park Band Pavilion and Picnic Shelter TS Dear Julia Hajduk: The band pavilion and picnic shelter proposed for Cook Park were investigated to determine if construction of these structures would impact the floodplain of the Tualatin River. The Army Corps of Engineer's HEC -II model of the Tualatin River for the 100 - year event was modified. This was the model used for the FEMA Flood Study of the Tualitin River. The modifications to the model included adding additional points to the cross - section at river mile 9.84. These additional points were at the location of the proposed structures. The points were set at ground elevation and this became the existing conditions model. The model was run and the water surface elevation at the cross- section was 125.77 (127.23 with floodplain encroachment). The cross - section was then modified to include the proposed structures and the water surface elevations did not change to the 1/100th of a foot. It is therefore concluded that the proposed structures will not have an effect on the Tualatin River floodplain. Thank you, and if you have any questions or comments or I can be of further assistance, please contact me at 684 -9097. Sincerely, KCM, Inc. im Harper, P.E. Project Engineer JAH:2840078/JH62998 c: Central Files Seattle Portland Juneau Taiwan KCM, Inc. 7080 SW Fir Loop Portland, OR 97223-8022 Tel 503.684.9097 Fax 503.598.0583 kcmpdx®kcminc.com City of Tigard Cook Park Improvements Speaker Sign -up Sheet Neighborhood Meeting 6/24/1998 @6:00 pm Name Address Phone Number 1 41 05 e tIol, 66 '57U W`ii- Rilac- 47-6 - 4R-ser, 2 %d / G�(s ---eLt Zr r- 46124 3 L.t 4 6 Cpµ.* A00 Su) a:w ad 1-r1 CI r c - 5a3 1 cr 4 5 6 7 8 9 10 11 regon John A. Kitzhaber, M.D., Governor June 10, 1998 JV -02 JIM HARPER KCM INC 7080 SW FIR LOOP PORTLAND OR 97223 RE: State File No. 15388 Dear Mr. Harper: Division of State Lands 775 Summer Street NE Salem, OR 97310 -1337 (503) 378-3805 FAX (503) 378 -4844 1 1'Y (503) 378 -4615 State Land Board John A. Kitzhaber Governor Phil Keisling Secretary of State Jim Hill State Treasurer We have received your fax of June 4, 1998, for the proposed picnic shelter and bank pavilion at Cook Park in Tigard in Washington County. The Division of State Lands requires a permit if you plan to remove, fill or alter 50 cubic yards or more of material within the banks of a waterway. Based upon an on -site visit of April 15, 1998 and your subsequent memo and drawings, your project doesn't have state jurisdiction, therefore a State removal -fill permit is not required. If you have any questions, please call me at 503 - 378 -3805, extension 234. Sincerely, ,C/L William L. Parks Natural Resource Coordinator Field Operations — Western Region attachmentAwest \NSP- 15388.doc c: Jan Stuart, Corps of Engineers Washington County Planning USA City of Tigard (Hajduk) Reply to Attention of: Construction - Operations Division DEPARTMENT OF THE ARMY PORTLAND DISTRICT, CORPS OF ENGINEERS P.O. BOX 2946 PORTLAND, OREGON 97208 -2946 May 15, 1998 SUBJECT: Permit Requirements KCM, Inc. Attn: Jim Harper 7080 S.W. Fir Loop Portland, Oregon 97223 Dear Mr. Harper: Recently we discussed a proposed picnic and band pavilions at Cook Park in Tigard. You are proposing to install these features on a grassy area in the floodplain of the Tualatin River. Mr. Bill Parks, Oregon Division of State Lands, visited the site to determine whether the proposed footprint would impact wetlands. He did not think the area contained jurisdictional wetlands. The U.S. Army Corps of Engineers has jurisdiction over water bodies under two statutory authorities of the Clean Water Act. Under Section 404 of the Clean Water Act, the Corps has authority to issue permits for the placement of fill or dredged material in waters of the United States. The term "waters of the United States" includes the territorial seas and tidally influenced waters up to the high tide line. "Waters" also include all other waters, up to their ordinary high water mark, that are part of a surface tributary system to and including navigable (non -tidal) waters of the United States. Wetlands adjacent to these waters are also "waters of the United States ". Since your project appears to involve no discharge of fill or dredged material in waters of the United States, a Department of the Army permit is not required. If you have any questions regarding our regulatory authority, please contact me at the above address or telephone (503) 808 -4381. Sincerely, Jan Stuart Project Manager Regulatory Branch Copies Furnished: ODSL (Parks) City of Tigard (Hajduk) AFFIDAVIT OF MAILING STATE OF OREGON ) City of Tigard ) , being duly sworn, depose and say that on June 8, 1998, I caused to have mailed to each of the persons on the attached list, a notice of a meeting to discuss a proposed—development at or near: Cook Park 17005 SW 92nd Avenue Tigard, Oregon A copy of which notice so mailed is attached hereto and made a part of hereof. I further state that said notices were enclosed in envelopes plainly addressed to said persons and were deposited on the date indicated above in the United States Post Office located at with postage prepaid thereon. G ' Signatur (signed in the esence of a Notary Public) Subscribed and sworn/affirmed before me on the d ay of �hPn.�ae u> Notary Public of Ore o� g d My Commission Expires: , 1998. OFFICIAL SEAL CATHERINE WHEATLEY NOTARY PUBLIC- OREGON COMMISSION NO. 042176 • MISSION EXPIRES MAY 10, 1999 i AFFIDA VIT OF POSTING NOTICE Within seven (7) calendar days of the sign posting, return this affidavit to: City of Tigard Planning Division 13125 SW Hall Blvd Tigard, Oregon 97223 I, John Roy, Property Manager, do affirm that I am the party initiating interest in a proposed Site Development Permit affecting the land located at Cook Park, 17005 SW 92nd Avenue, Tigard, Oregon. Tax lot number(s) 2S114AC000700, 2S114A000500, and 2S114D000101, currently registered , and did on the — day of ' uA1 L 1998, personally post notice indicating that the site may be proposed for a Site Development application, and the time, date and place of the neighborhood meeting to discuss the proposal. I deciejig/701/ The s ign was posted at A 4.14 - of A)GE -o Subscribed and sworn/affirmed to me on the tS " day of Notary Public of Oregon My commission expires: 1998. OFFICIAL SEAL CATHERINE WHEATLEY NOTARY PUBLIC - OREGON COMMISSION NO. 042176 MY COMMISSION EXPIRES MAY 10, 1999 TIGARD MUNICIPAL CODE 7. Where landform alterations and /or development are allowed within and adjacent to the 100 -year floodplain, the City shall require the 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 pathway within the floodplain in accordance with the adopted pedestrian bicycle pathway plan. D. The Director shall approve or approve with conditions an application request for a sensitive lands permit within wetlands in Subsection 18.84.015 D. based upon findings that all of the following criteria have been satisfied: ? 1. The proposed landform alteration or development is neither on wetland in an area designated as significant wetland on the Comprehensive Plan Floodplain and Wetland Map nor is within 25 feet of such a wetland; 2. The extent and nature of the proposed landform alteration or development will not create site disturbances to an extent greater than the minimum required for the use; 3. Any encroachment or change in on -site or off -site drainage which would adversely impact wetland characteristics have been mitigated; 4. Where natural vegetation has been removed due to landform alteration or development, erosion control provisions of the Surface Water Management program of Washington County must be met and areas not covered by structures or impervious surfaces will be replanted in like or similar species in accordance with Chapter 18.100, Landscaping and Screening; 5. All other sensitive lands requirements of this chapter have been met; 6. The provisions of Chapter 18.150, Tree Removal, shall be met. 7. Physical Limitations and Natural Hazards, Floodplains and Wetlands, Natural Areas, and Parks, Recreation and Open Space policies of the Comprehensive Plan have been satisfied. (Ord. 95 -03; Ord. 90 -29; Ord. 90 -22; Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 86 -08; Ord. 84- 29; Ord. 83 -52) 18.84.045 Exception for Development of the 108th/113th Ravine below the 140 Feet Elevation. A. Under the sensitive lands permit process, the appropriate approval authority, as set forth in Subsections 18.84.015 B. and D., may allow portions of the ravine at 108th and 113th, designated as a significant wetlands area, to develop provided that all of the following criteria are met: 1. All of the land (within the ravine) being considered for development is less than 25 percent slope; 2. There are no unstable soil conditions on the land being considered for development; and 3. Applicable provisions of Section 18.84.040, Sensitive Lands Approval Criteria shall be met. (Ord. 95 -03; Ord. 90 -29; Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.050 Application Requirements. Submission A. All applications for uses and activities identified in Subsections 18.84.015 B. through E. shall be made on forms provided by the Director and shall be accompanied by: 1. Copies of the sensitive lands permit proposal and necessary data or narrative which explains how the proposal conforms to the standards, (number to be determined at the preapplication conference) and: 18 -84 -9 Rev. 01/24/95 TIGARD MUNICIPAL CODE a. The scale for the site plan(s) shall be a standard engineering scale; and b. All drawings or structure elevations or floor plans shall be a standard architectural scale, being 1/4 inch by 1/8 inch to the foot; 2. A list of the names and addresses of all persons who are property owners of record within 250 feet of the site; and 3. The required fee. B. The required information may be combined on one map. C. The site plan(s), data and narrative shall include the following: 1. An existing site conditions analysis, Section 18.84.070; 2. A site plan, Section 18.84.080; 3. A grading plan, Section 18.84.090; and 4. A landscaping plan, Section 18.84.100. (Ord. 95 -03; Ord. 90 -29; Ord. 89 -06; Ord. 87-66; Ord. 87 -32; Ord. 83 -52) 18.84.060 Additional Required and Requirements. Information Waiver of A. The Director may require information in addition to that required by this chapter in accordance with Subsection 18.32.080.A. B. The Director may waive a specific requirement for information in accordance with Subsections 18.32.080.B and C. (Ord. 89 -06; Ord. 87-66; Ord. 87 -32; Ord. 83 -52) 18.84.070 Site Conditions. A. The site analysis drawings shall include: 1. A vicinity map showing streets and access points, pedestrian and bicycle pathways, and utility locations; 2. The site size and its dimensions; 3. Contour lines at two -foot intervals for grades zero to ten percent and five -foot intervals for grades over ten percent; 4. The location of drainage patterns and drainage courses; 5. The location of natural hazard areas including: a. Floodplains areas (100 -year floodplain and floodway); b. Slopes in excess of 25 percent; c. Unstable ground (areas subject to slumping, earth slides or movement); d. Areas having a high seasonal water table within 24 inches of the surface for three or more weeks of the year; e. Areas having a severe soil erosion potential, or as defined by the Soil Conservation Service; and f. Areas having severe weak foundation soils; 6. The location of resource areas as shown on the comprehensive plan inventory map and as required in Section 18.84.035 including: a. Wildlife habitat; and b. Wetlands; 7. The location of site features including: a. Rock outcroppings; and 18 -84 -10 Rev. 01 /24/95 TIGARD MUNICIPAL CODE b. Trees with six inches caliper or greater measured four feet from ground level; 8. The location of existing structures on the site and proposed use of those structures. (Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.080 The Site Plan. A. The proposed site development plan shall be at the same scale as the site analysis plan and shall include the following information: 1. The proposed site and surrounding properties; 2. Contour line intervals (see Section 18.84.070.A.3); 3. The location, dimensions, and names of all: a. Existing and platted streets and other public ways and easements on the site and on adjoining properties; and b. Proposed streets or other public ways and easements on the site; 4. The location and dimension of: a. Entrances and exits on the site; b. Parking and traffic circulation areas; c. Loading and services areas; d. Pedestrian and bicycle facilities; e. Outdoor common areas; and f. Utilities; 5. The location, dimensions, and setback distances of all: a. Existing structures, improvements, and utilities which are located on adjacent property within 25 feet of the site and are permanent in nature; and b. Proposed structures, improvements, and utilities on the site; 6. The location of areas to be landscaped; 7. The concept locations of proposed utility lines; and 8. The method for mitigating any adverse impacts upon wetland, riparian, or wildfire habitat areas. (Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.090 Grading Plan. A. The site plan shall include a grading plan which contains the following information: 1. Requirements in Sections 18.84.070 and 18.84.080; 2. The identification and location of the benchmark and corresponding datum; 3. Location and extent to which grading will take place indicating contour lines, slope ratios, and slope stabilization proposals; and 4. A statement from a registered engineer supported by factual data substantiating: a. The validity of the slope stabilization proposals; b. That other off -site impacts will not be created; c. Stream flow calculations; d. Cut and fill calculations; and 18 -84 -11 Rev. 01/24/95 TIGARD MUNICIPAL CODE e. Channelization measures proposed. (Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.100 Landscape Plan. A. The landscape plan shall be drawn at the same scale as the site analysis plan, or a larger scale if necessary, and shall indicate: 1. Location and height of fences, buffers, and screenings; 2. Location of terraces, decks, shelters, play areas, and common open spaces where applicable; and 3. Location, type, and size of existing and proposed plant materials. B. The landscape plan shall include a narrative which addresses: 1. Soil conditions; and 2. Erosion control measures that will be used. (Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83- 52)■ 18 -84 -12 Rev. 01/24/95 Sport Court Soccer Fields 4-P Covered Area Restroom ParAing 0 oat:We/cis 0/-4) V C C‘.1 CY) COOK PARK BAND PAVILION :; . n. . ...........r._ F--- • 4 • • .es..., ......k.., , 27A 0.474 47.1.4, Parfring . , 4) % 4" ..1■:11?,'4.1.,..i I ig. ' 'Y C3 . -, • • • „10. „,•,,,o, L'i,r,5)?•,... -4:..i. . - /Porthrct Cosess,an, 'T S lora • ,1,....,, ,-4,:r;1-:24..,,:-..' ,....,.., s...:,,,.. -t„,,?icr, ?..,, ..,<A., ;,,N,),,,,,,,s .•-'j T1- ,..,.:,;..4.,... • • , .,, I. dl :1-1.; .1•I‘i.11 .4-.%•• It • PA 11' • ‘ S3'...P 1. Z.,' .7 .cri 5, 11)....s.t--.,- .. . , 1 ... ... 4... -,...,■.,,, • -.1„-:, ..1 l'•1311....• 4.-•..1/4.4.4 ,...."•;....• • ..-r 7 I:I • JVV Tr 1):....:..;* :'; 1 1 VII-, ./:•t• ),-111•45.:;%•ZA I *1-v1'1.1.17 16. V.i...t% .11. , ;17:',..3,•:; I .,... . .„31.,--,.":4,..,...; .„.„:! ,,;,,!..v.,: .-.1-,)•:‘,1,;,,,,, .:,.,.-. 4 -). • At, ,,, ;, ),,, ,',, ,-, 3.) ..t. 1 ' % IN -1 's '. 'I. 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":. ,, Vv. • 1 .P -.: .. ,...t• •.„% t .3.s.0.7"...,t•l_ •i_ 1 -1'1.,1 .1i. It ••.-.‘ I. •„\ il•N•k Dock PICNIP SHELTER -10 . • • ■ REMOVABLE BACKDROP PANELS COMPOSITION SHT4GLE ROOF GLULAM STRUCTURE WOOD RAILING SPLIT FACE CONCRETE BLOCK BROOM -- F1N SH CONCRETE FLOOR PL-AN IafirlIR IIII.1!!Y•111,N•11•1 ;rer.71:%: z� 111111111111111111111111111 411MirrC nR.T.itgril►f► L` \:j Aid / %�I ►e.i= 'M::��: �•► /�� BAND PAVILION x122.7 0 COOK PARK X120.2 a .1 / pRo po .5∎ =o G m .' 0 p jw i Ll i X121.0 right 199E these drawings are the property of C.F P shall not be copied or d-isclased to any unauthorized in part or its entirety without our written permission. y shall not be used for construction unless approved P Represent.rive- ..Structure Erection Installation of the structure is to be clone w' upervisor in the construction trades. This supervisor must be ca rawingls) & following Cedar Forest Products installation instruc construction practices and procedures. The contractor will be requ.. cut and make adjustments of fitting for proper building erection. Imp/tent readig the 111 good o Otis. .. Returns: After receipt of meter:ma. the general contractors responsible for the condition. No merchandise can be returned without written authorization Merchandise with return authorization must be in saleable condition A 3591 restocking fee will be charged. Merchandise to be returned must be shipped insured and freight prepaid. ..Cedr V Products will not be liable for any unauthorized field w UHses to repair /replace /furnish materials. Any purci,.ses gust have prior written approval from Cedar Forest Products. zed Oy: Reference I- ts.. _wed Er To Quote I- To Shop: Dated- Date I________________ _______________________________ FRONT ELEVATION SCALE: I/4' = I'-0" 2-0' CONT. ROOF OVERJ1ANG - -� 1 T 2 T T 1 I l I 1 1 i 1 0 1 1 i I e`j I i r 1 � i i 2'-0" in LAM. BEAM i i i i 1 1 6'X 8' 5.Y. PINFJC.C.A .40 1 � ( y1 i 1i #1 8•_0" i` 8.-0. IF 8.-0. I 44'-0" FLOOR PLAN SCALE: 1/4• -1'-0" 2'X 6' 5.Y. PINE FASCIA 6" X 8' S.Y. PINE COLUMN C.C.A. TREATED .40 z RIGHT SIDE ELEVATION SCALE: I /4'= I' O' in m� 10 I u 0 0 0 0 IV I � I� - - -� a'1 4" CONC. 5LA8 WITH 6' X 6• / m FILL A5 REQUIRED / 11 0 W.W.F.; / (NF) 2-0" 0 CONC. O PIER (NF) O n m (a s I 3' -2? T-9}' 6-0' 8'-0' 8' -0' T-9? 3'-2a1' 46' -0' FOUNDATION PLAN SCALE: I/4' = I' -0' cLLt CLASS 'A" FIBERGLASS SHINGLES WITH A 20 YEAR. WARRANTY. TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS, OVER 151 FELT ANDII 2'X6 "5.Y. PINE T S G DECKING WITTh VEE GROOVES ON FINISH FACE 12 Q 3 LCW PITCH BEAM STEEL H- CONNECTOR 1/2" EXPANSION JOINT (NF) 4' CONC. SLAB WITH 6" X 6' *1 0 W.W.F.; FILL AS REQUIRED (NF) #4 STIRRUPS, 12' VERT. O.C. (NF) 2'X 6" 5.Y. PINE FASCIA /--G"X 8' COLUMN C.G.A. TREATED .40 3/4'0 X 18" ANCHOR BOLTS (NF) 2'.0• • ' • ' - DIMENSIONS TO SUIT LOCAL CODES L.P.B. CROSS SECTION SCALE: 3/4 "= 107 WEST COLD-BOX 98 THE FOLLOWING WILL BE THE RESPONSIBILITY OF OTHERS COLDEN t ALL CO6TRIICTIOI S.gLL0 MEET STATE I LOCAL 1COn COO( GLINTS POLO, ILLINOIS 61064 2. Ems s u PSI A TO GEAR 0111003671.1111E0 SCIL 1 COBA1 NTN A CO:AI SCG I(RD STIRRTI*AI S. (MCNETE TOaE 3.011 P51 COPPRESSIVE STRENGTH M 11 OAR S. 10KORCe1G SOUL TO SC AS in A- RS OEFORIEO T. ALL CO6T* TION SWV(Veco ANC FELO VEReiATCo OF AU. O•EMiiOMSS Y_ NF — DENOTES NOT FURNISHED BY CEDAR FOREST PRODUCTS LD4044 I DEALER NAME: NORTHWEST RECREATION OWNER NAME: � •on • /••• • •11x•1 �• • • • • �1 • • �•■■ CITY OF TIGARD DRAIN BY/DATE /JOB# SOD. 4/22/98 A /1 right 1998 these drawings are the property of C.F P than not be copied or disclosed to any unauthorized in part or its entirety without our written permission. y shall not be used for construction unless approved .P. Representarve. ..Structure Erection- Installation of this structure is to be done wi' 'mpetent pervisor in the construction trades. This supervisor must be cap reading the awnglsl 1 following Cedar Forest Products installation nstructi" ig good . onstruction practices and procedures. The contractor will be regu.r.. ro shim. cut and make adjustments of fitting for proper building erection . ' eturns: ter receipt o matenars. the general contractor is responsible for the condition. No merchandise can be returned without written authorization Merchandise with return authorization must be in saleable condition. A 3SX restocking fee will be charged. Merchandise to be returned must be shipped insured and freight prepaid. ..Cer st Products will not be liable for any unauthorized field :chases to repair /replace /furnish materials. Any pur....ses must have prior written approval from Cedar Forest Products. srized By. ,,riewed By Date To Shop- Reference To Quote It Dated PRE -BUILT GABLE / 6-O' 0 PRE -BUILT CUPOLA CLASS 'A' FIBERGLASS SHINGLES WITT1 A 20 YEAR WARRANTY, TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. OVER 15Y FELT ANDY 1 •X 6' 5.Y. PINE T G DECKING WITH VEE GROOVES ON PNI5H FACE FRONT ELEVATION SCALE: I/4'= I' -o• / �lR \� // / _- 5'X IAA. S.Y.P. ARCH C.C.A..40 R[1. 2'-0' BACK OF COLUMN TO BACK OF COWMN 40' -0' FLOOR/ROOF FRAMING PLAN SCALE: I/4•— I'-0' 1 }' 12' -3 12•-3 r LEFT ELEVATION SCALE: I/4'= I'-0' FOUNDATION PLAN SCALE: 1/4'..1.-0' 5" X LAM. S.Y.P. ARCH C.G.A..40 RET. CLASS 'V FIBERGLASS SHINGLES WITH A 20 YEAR WARRANTY. TO SE INSTALLED PER MANUFACTURERS INSTRUCTIONS, OVER 150 FELT AND 01 MG" S.Y. PINE T4 G DECKING WITH VEE GROOVES ON FINISH FACE 12 4" CONC. SLAB WITH G' X G' YI O W.W.F.; FILL AS REQUIRED (NI') 8 5/8" 5' X LAM. S.Y.P. ARCH C.C.A. .40 RET. "'kV" 1/2' EXPANSION 'JOINT (NF) STYLE -D ROOF EDGE 2"X 8" 545 CEDAR FASCIA (4) 3/4 10 X 18' ANCHOR BOLTS Mf1 BACK OF STEEL BASE SHOE (2) 04 BARS RUNNING CONT. FROM ANCH. BOLT TO CORRES. ANCH. BOLT (NF) THICKENED SLAB 04 STIRRUPS, I -6.0 12" VERT. O.C. (NF) DETAIL SCALE: I /2'• I'-O' TYPICAL AT TIE BARS 9 644 BARS (Nr.) .�. r:. `2'-0"0 CONC. PIER (NF) L1J 2' -0'• " • ' - DIMENSIONS TO SUIT LOCAL CODES CROSS SECTION SCALE: I/2 " 107 WEST GOLDEN - BOX 98 I THE FOLLOWING WLL SE THE RESPONSIBLITY OF OTHERS L ALL Co1GTMXTOI SHOULD FLEET STATE I LOCK f1C04 (ODE ROIITS. POLO, ILLINOIS 61064 z ASSUMED SOW leAawc CAPACITY • TKO PS/ AU. FOOTNGS TO NEAR OM MOISTURISED SOL. S. CONCRETE TO SE 3.100 PSI COMlESSIYE STNEI[M N 75 DAYS. s REUFWCSrG STEEL TORE A.S.T/c A -31S OEFORKO. 7 ALL CCoeSTOuenON SuRvEYRiG AND Fel.p NF — l7ENOTES NOT FURNISHED BY CEDAR FOREST PRODUCTS OAP40 DEALER NAME: I NORTHWEST RECREATION I OWNER NAME: CITY OF TIGARD DRAIN BY/DATE /SOB# S.D.D. 1 4/21/98 it „ 0 4' CONC. SLAB WITH 6' X 6' 'i <10 W.W.F.: FILL AS RE(UIRED (NM ... , 1 1 ' 1 ; ii • -• i i 1 1 ii 4}' 6i. 17-5i• 1 1 J . 17" -5i. 3 -6i• C.L. OF CONC. FIER TO G.L. OF BUILDING\ 1 1 ,',C.L OF CONC. PIER TO C.L OF BUILDING y \ _''a:. Y,c _. .. ii .. ` ._._. Y4 BARS RUNNING (2) CONT. FROM a �ie i i �'.... ANCH. BOLT ... . • i .�. TO CORRES. ANCH. BOLT (NF) i I . s. I ii 1 I 1 I 1 1 1 1 . \ LrF ; 1 ` \ ' ep I 1 .\yam -� OF�3 11 1F,e PR ro* o � j ; I 1 it ii N G'-1 }LT' 14'- I O 14' -10T}' 6._ If? 42' -O' FOUNDATION PLAN SCALE: 1/4'..1.-0' 5" X LAM. S.Y.P. ARCH C.G.A..40 RET. CLASS 'V FIBERGLASS SHINGLES WITH A 20 YEAR WARRANTY. TO SE INSTALLED PER MANUFACTURERS INSTRUCTIONS, OVER 150 FELT AND 01 MG" S.Y. PINE T4 G DECKING WITH VEE GROOVES ON FINISH FACE 12 4" CONC. SLAB WITH G' X G' YI O W.W.F.; FILL AS REQUIRED (NI') 8 5/8" 5' X LAM. S.Y.P. ARCH C.C.A. .40 RET. "'kV" 1/2' EXPANSION 'JOINT (NF) STYLE -D ROOF EDGE 2"X 8" 545 CEDAR FASCIA (4) 3/4 10 X 18' ANCHOR BOLTS Mf1 BACK OF STEEL BASE SHOE (2) 04 BARS RUNNING CONT. FROM ANCH. BOLT TO CORRES. ANCH. BOLT (NF) THICKENED SLAB 04 STIRRUPS, I -6.0 12" VERT. O.C. (NF) DETAIL SCALE: I /2'• I'-O' TYPICAL AT TIE BARS 9 644 BARS (Nr.) .�. r:. `2'-0"0 CONC. PIER (NF) L1J 2' -0'• " • ' - DIMENSIONS TO SUIT LOCAL CODES CROSS SECTION SCALE: I/2 " 107 WEST GOLDEN - BOX 98 I THE FOLLOWING WLL SE THE RESPONSIBLITY OF OTHERS L ALL Co1GTMXTOI SHOULD FLEET STATE I LOCK f1C04 (ODE ROIITS. POLO, ILLINOIS 61064 z ASSUMED SOW leAawc CAPACITY • TKO PS/ AU. FOOTNGS TO NEAR OM MOISTURISED SOL. S. CONCRETE TO SE 3.100 PSI COMlESSIYE STNEI[M N 75 DAYS. s REUFWCSrG STEEL TORE A.S.T/c A -31S OEFORKO. 7 ALL CCoeSTOuenON SuRvEYRiG AND Fel.p NF — l7ENOTES NOT FURNISHED BY CEDAR FOREST PRODUCTS OAP40 DEALER NAME: I NORTHWEST RECREATION I OWNER NAME: CITY OF TIGARD DRAIN BY/DATE /SOB# S.D.D. 1 4/21/98 -4.1,71 tow - rep 4 • r ' • ' • X. 1: 001005tt CITY OF TIGARD Community Development Shaping Better Community PROPOSAL DESCRIPTION FILE NO: FILE TITLE: COOK PARK BAND PAVILION AND PICNIC SHELTER APPLICANT(S): City of Tigard Attention: John Roy 13125 SW Hall Boulevard Tigard, OR 97223 SENSITIVE LANDS REVIEW [SLR] 98 -0007 OWNER(S): Same 120 DAYS = 11/7/98 REQUEST: The applicant is requesting approval to construct a band pavilion and picnic shelter in two (2) separate areas of Cook Park. Both areas are located within the Tualatin River 100-year floodplain and floodway. The picnic shelter will have approximately 1,932 square feet of floor area under shelter. The band pavilion will have approximately 1,325 square feet of floor area and will also involve grading of an approximately 100 x 100 foot area to provide slope toward the stage. LOCATION: Cook Park, located north of the Tualatin River at 17005 SW 92nd Avenue. WTCM 2S114D0; Tax Lot 00101. ZONE: Single - Family Residential - 7,500 Square Feet Per Unit, 4.5 Units Per Acre: R-4.5. The purpose of the R -4.5 Zoning District is to establish standard urban low density residential sites. The R -4.5 zone allows, among other uses, single - family residential units, public support facilities, residential treatment homes, farming, manufactured homes, family day care, home occupations, temporary uses, residential fuel tank, and accessory structures. The park is also designated as Open Space and has a water resources overlay designation. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.84 and 18.85. CIT AREA: Citywide CIT FACILITATOR: List Available Upon Request DECISION MAKING BODY: DATE COMMENTS DUE: FRIDAY STAFF DECISION K HEARINGS OFFICER PLANNING COMMISSION CITY COUNCIL DATE OF DECISION: DATE OF HEARING: DATE OF HEARING: DATE OF HEARING: AUGUST 7, 1998 AUGUST 24,1998 TIME: TIME: TIME: 7:00 PM 7:30 PM 7:30 PM COMPONENTS RELATED TO THE PROJECT AVAILABLE FOR VIEWING IN THE PLANNING DIVISION VICINITY MAP K LANDSCAPE PLAN NARRATIVE SITE PLAN K TREE PLAN ARCHITECTURAL PLAN K TRAFFIC IMPACT STUDY ARBORIST REPORT OTHER STAFF CONTACT: Julia Powell Hajduk, Associate Planner (503) 639 -4171 Ext. 407 SLR 98 -0007 COOK PARK BAND PAVILION AND PICNIC SHELTER PROPOSAL PRE- APPLICATION CONFERENCE NOTES 4ffl►,cil61e. Code .s hbos IS. gyp lg. gs ( ID\:7) is (v,ew Gad / 12e. /e4r/ OF'k1(er 4ecgc, of rcr,,c , c %v- ir) P40(6.7. 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T!ezrvi A Elta -r 1 4441 OZ4 •f4.1 ‘ I °w.-•" SO 45 rLI/l�r�' W'4lt�'Fronq Gdt� �f l' �ov�il� it// 10 or cnv /q, 4✓ 41 f/e - 0114-144.1e itvghl a✓ cool a r, 9 e r her;tS dt j°° j //1 c4,4 1x,S ! ,iit,SikX </G 444',ht 44 /6fr/Z. isl‘els‘o/e/ev.v. Ne4c/ 6 Z7lem4 4jc7L/41)-.c15 441/5/ 7S' J crew, (2-5' cr 049 k 4 C,M w /H/4hr (sou/ 4-svf F/ R[6n'tNa o r ,S ti 4vnc-, or /Peer v►u✓j -51/7-1:7&c.-5 g v1- __/-‘1U&_. ��s r dve4 c(41� 1 ,B. gs,o9.D li`1+,s fret dcIr 5 p r . Sde , /5, 8a °. 4 ms's /k /ip 014-04 Ai re5,i'e r^ ,y 46 ;-11) rjeg/ ,. (%%✓S/ Con genic. C /ei14 r ).// Pevk-s 0/4 5L4/4 /s-r- /le no; {4474/0✓s k ik as' rip 47/., CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST The items on the checklist below are required for the succesful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application. This sheet MUST be returned and submitted with all other applicable materials at the time you submit your land use application. See your application for further explanation of these items or call the City of Tigard Planning Division at (503) 639 -4171. Staff: ,T /,, Date: 5-1y -917 APPLICATION & RELATED DOCUMENT(S) SUBMITTAL REQUIREMENTS INCLUDE I MARKED ITEMS II A) Application form (1 copy) 8) Owner's signature/written authorization C) Title transfer instrument/or grant deed D) Applicant's statement E) Filing Fee SITE - SPECIFIC MAP(S)/PLAN(S) SUBMITTAL REQUIREMENTS INCLUDE / MARKED ITEMS l� tY mi No. of Copies ;y $ A) Site Information showing: 1. Vicinity map 2. Site size & dimensions 3. Contour lines (2 ft at 0 -10% or 5 ft for grades > 10 %) 4. Drainage patterns, courses, and ponds 5. Locations of natural hazard areas including: 0 (a) Floodplain areas (b) Slopes in excess of 25% y o No. of Copies o217( (c) Unstable ground NA1?1?-- (d) Areas with high seasonal water table (e) Areas with severe soil erosion potential (f) Areas having severely weak foundation soils /v~/A 6. 6. Location of resource areas as shown on the Comprehensive ~/A Map Inventory including: (a) Wildlife habitats (b) Wetlands 7. Other site features: (a) Rock outcroppings 0 (b) Trees with 6" + caliper measured 4 feet from ground level 8. Location of existing structures and their uses 9. Location and type of on and off-site noise sources � 10. Location of existing utilities and easements 11. Location of existing dedicated right -of -ways 0 LAND USE APPLICATION / LIST PACE I OF s B) Site Development Plan Indicating: No. of Copies 1. The proposed site and surrounding properties 2. Contour line intervals 3. The location, dimensions and names of all: (a) Existing & platted streets & other public ways and easements on the site and on adjoining properties (b) Proposed streets or other public ways & easements ❑ on the site (c) Alternative routes of dead end or proposed streets ❑ that require future extension 4. The location and dimension of: ❑ (a) Entrances and exits on the site (b) Parking and circulation areas ❑ (c) Loading and services area ❑ (d) Pedestrian and bicycle ❑ cyc }e circulation ❑ (e) Outdoor common areas - ❑ (f) Above ground utilities ❑ 5. The location, dimensions & setback distances of all: (a) Existing permanent structures, improvements, utilities, and easements which are located on the site and on adjacent property within 25 feet of the site ❑ (b) Proposed structures, improvements, utilities and easements on the site 0 6. Storm drainage facilities and analysis of downstream conditions ❑ Sanitary sewer facilities 8. The location areas to be landscaped ❑ ❑ considering crime 9. The location and type of outdoor lighting , prevention techniques ❑ 10. The location of mailboxes ❑ 11. The location of all structures and their orientation 12. Existing or proposed sewer reimbursement agreements ❑ C) Grading Plan Indicating: No. of Copies The site development plan shall include a grading plan at the same scale as the site analysis drawings and shall contain the following information: 1. The location and extent to which grading will take place indicating: (a) General contour lines ❑ (b) Slope ratios ❑ (c) Soil stabilization proposal(s) ❑ (d) Approximate time of year for the proposed site development ❑ 2. A statement from a registered engineer supported by data factual substantiating: (a) Subsurface exploration and geotechnical engineering report ❑ (b) The validity of sanitary sewer and storm drainage service proposals ❑ (c) That all problems will be mitigated and how they will be mitigated ❑ LANO USE APP1 C TION • LIST PACE 2 OF 3 D) Architectural Dr: les Indicating: The site development plan proposal shall include: 1. Floor plans indicating the square footage of all structures proposed for use on -site 2. Typical elevation drawings of each structure No. of Copies E) Landscape Plan Indicating: No. of Copies The landscape plan shall be drawn at the same scale of the site analysis plan or a larger scale if necessary and shall indicate: 1. Description of the irrigation system where applicable 2. Location and height of fences, buffers and screenings ❑ 3. Location of terraces, decks, shelters, play areas, a . common open spaces ❑ 4. Location, type, size and species of existing an proposed plant materials ❑ 5. Landscape narrative which also addresses. (a) Soil conditions ❑ (b) Erosion control measures t . will be used ❑ F) Sign Drawings: Sign drawings shall be su• itted in accordance with Chapter 18.114 of the Code as part o e Site Development Review or prior to obtaining a Building Permi construct a sign. G) Traffic/Generation Estimate: H) Preliminary Partition /Lot Line Adjustment Map Indicating: No. of Copies 1. The owner of the subject parcel ❑ 2. The owner's authorized agent 3. The map scale (20,50,100 or 200 feet-1) inch north arro and date ❑ 4. Description of parcel location and boundaries ❑ 5. Location, width and names of streets, easements .' : other public L ways within and adjacent to the parcel ❑ 6. Location of all permanent buildings on a . within 25 feet of all property lines ❑ 7. Location and width of all water - rses 3. Location of any trees within •' or greater caliper at 4 feet above ground level 9. All slopes greater tha 5% ❑ 10. Location of existin• tilities and utility easements ❑ 11. For major land ,.rtition which creates a public street: (a) The pr.•osed right -of -way location and width ❑ (b) A s : ed cross - section of the proposed street plus any reserve strip ❑ 17. Any applicable deed restrictions ❑ 13. Evi•-nce that land partition will not preclude efficient future land ision where applicable ❑ LAND 1.5E AM.:CATION J UST PACE 3CFS I) Subdivision Prel iary Plat Map and Data Indicating. No. of Copies 3. 4. 5. 6. 7. 8. 9. Scale equaling 30,50,100 or 200 feet to the inch and limited phase per sheet The proposed name of the subdivision Vicinity map showing property's relationship to arterial and collector streets Names, addresses and telephone numbers of the owner, engineer, surveyer and designer (as applicable) Date of application Boundary lines of tract to be subdivided Names of adjacent subdivision or names of record adjoining parcels of un- subdivided land Contour lines related to a City- established benc for 0 -10% grades greater than 10% The purpose, location, type and size of all adjacent to the proposed subdivision): Public and private right-of-ways and Public and private sanitary and st Domestic water mains includin Major power telephone transm Watercourses Deed reservations for par land encumbrances Approximate plan and profit with grades and pipe sizes • Plan of the proposed wat the location of valves a Approximate centerlin including street exten the proposed subdiv Scaled cross secti The location of Location, widt The propos lot numbers residential The loca 4 feet The and ar (a) (b) (c) (d) (e) (f) th to one d - eloper, owners of mark at 2 -foot intervals following (within and . easements m sewer lines ire hydrants sion lines (50,000 volts or greater) , open spaces, pathways and other 10. of proposed sanitary and storm sewers dicated on the plans ❑ 11. = distribution system, showing pipe sizes and fire hydrants ❑ 12. = profiles showing the finished grade of all streets ions for a reasonable distance beyond the limits of sion ❑ 13. • s of proposed street right -of- way(s) ❑ 14. . I areas subject to inundation or storm water overflow ❑ 15. & direction of flow of all water courses & drainage -ways ❑ 16. - • lot configurations, approximate lot dimensions and Where lots are to be used for purposes other than it shall be indicated upon such lots. ❑ 17. on of all trees with a diameter 6 inches or greater measured at ove ground level, and the location of proposed tree plantings ❑ 18. fisting uses of the property, including the location of all structures he present uses of the structures, and a statement of which structures to remain after platting ❑ 19. pplemental information including: (a) Proposed deed restrictions (if any) ❑ (b) Proof of property ownership ❑ (c) A proposed plan for provision of subdivision improvements ❑ • Existing natural features including rock outcroppings, wetlands & marsh areas ❑ • If any of the foregoing information cannot practicably be shown on the preliminary plat, it shall be incorporated into a narrative and submitted with the application ❑ a ❑ ❑ ❑ ❑ ❑ LAO USE APPUCATION I UST PACE 4 OF 5 J) Solar Access Calculations: Q K) Other Information No. of Copies a Ma h:UostrNmay■mastersU -ciciistmsc may 23. 1995 LANG USE APPLICATION ,/ LIST PACE 5 OF 5 Memo Date: May 12, 1998 To: Julia Hajduk Associate Planner City of Tigard 13125 SW Hall Blvd. Tigard OR, 97223 KCM c: Brad Moore, PE From: Jim Harper, PE Project : Cook Park Band Shelter and Picnic Pavilion Subject: Sensitive Lands Pre - application Submittal Please find enclosed two copies of the pre - application submittal for the above referenced project. The drawings are all I have for the buildings. I also have included phone conversation memos for Bill Parks and Jan Stuart. I have requested written verification of the phone conversations. I have a very bad copy of the working floodplain map which I obtained from the front counter of your department. I do not believe the copy will produce clear copies. I was hoping you could verify the locations of the structure on that map. The picnic shelter by the river is within the floodway. The band pavilion is along the transition border between the floodway and floodplain. I will be on vacation in the coming weeks and Brad Moore will be covering for me. If you have any questions please give him a call at 684 -9097. He will also be attending the pre - application meeting. KCM, Inc. • 7080 SW Fir Loop • Portland, OR 97223 -8022 • Tel 503 684 -9097 • Fax 503 598 -0583 TELEPHONE CONVERSATION RECORD (USE FOR BOTH INCOMING AND OUTGOING CALLS) Job No CONVERSATION INITIATED BY PERSON CALLED OR RECEIVING CALIr Sly►' 1"10.1pse" PURPOSE OF REFERENCE Pa f his as L. it CA-4 DAT /6/ 98 HOUR =ss EXTENSION TELEPHONE NO. 514 - (C9” -J U,..1'1" 4-o Cook (7''b RESUME OF POINTS DISCUSSED AND CONCLUSIONS REACHED Q,'// 4e. Ara 3, a E 4vh r,1� �„ w�J, 41 d__,, ( ?(,S /4j) and bSL Would ho 1- ��- alto cci had n, 4 4 1• n•r Nurt�i'11ye P*4-y••• w;11 n�� < h vt. ag if 4 �j S4.'d d�✓ n o'- 4-4 in ti U . S r7., Cot wovlal a�c �,v.�b,... F h.� .11 3 ' 5w91r N / i1 1^-)Q //9 ^,J 7 or ,1-.41;9,-1,Z. 7tJ ;, , 4443/- SIGNATURE TELEPHONE CONVERSATION RECORD )USE FOR BOTH INCOMING AND OUTGOING CALLS) Job No CONVERSATION INITIATED BY To, .1 Stuord' DATE Y/2/ /9s PERSON CALLED OR RECEIVING CALL PURPOSE OF REFERENCE Try �{arDg TELEPHONE NO. HOUR EXTENSION Pc r RESUME OF POINTS DISCUSSED AND CONCLUSIONS REACHED Poe- A WOrA („9o,. /o/ ri:It /[pv r-a 4 c /4e) 4,0 g, /) r�• /%C min (� a- OQ! �n ��� / -ff PROPOSED PICNIC SHELTER LOCAT 10 ROOF PLAN MI MI M. • ,o,>,I `! lI1II lIIIN'll IlIIlIEIIII �l ! III i 1 1 III � I11 . ' !ems d1,is0goolos ■arum eairr i rriirl1 iimmommISNmsmosamommilL/INN.. 3162,1 010 i -e' at, 41,11,4 1 r i �NS1f� Sw tia.%= ::a'•J�••11i::a: iii 4 . COMPOSm0N SHINGLE ROOF GLULAM STRUCTURE WOOD RAILING SPLIT FACE CONCRETE BLOCK FLOOR PLAN 1I1:2s align n!!iw+wUM :rer. :'V: VII I3AND STAGE 141 TELEPHONE CONVERSATION RECORD (USE FOR BOTH INCOMING AND OUTGOING CALLS) Job No CONVERSATION INITIATED BY e, / Pa e ITS , OS PERSON CALLED OR RECEIVING CALI. PURPOSE OF REFERENCE KCA DAT Y /6/ 98 HOUR :SS TELEPHONE NO. 6gY -7097 EXTENSION dd 4-o Cook RESUME OF POINTS DISCUSSED AND CONCLUSIONS REACHED �/.�l S•,r'd 4e. ✓aa .0- 4-hc i�1� �n 1,..14eJA la?" (Y!/55 /4,) geld 0-SL 41-2ould 61 } a ✓[. U/ l��,tr1V'1 � f . . 1-1,1r4 P /OG4.�n',y liae) al So aIJ I h0.d rtit< 4,t AM>, "4-• w ;li tea} Lc k•y eq., adi 4,1tu 34,'d t (i,J .l o I- 1-4;" j a. t j„, F h s:14. (J, S. Airy!) COt p, 011- x/76.9 z te3 SIGNATURE KCM TELEPHONE CONVERSATION RECORD (USE FOR BOTH INCOMING AND OUTGOING CALLS) Job No CONVERSATION INITIATED BY TO, et St lard' DATE 4.//7/ /g3 PERSON CALLED OR RECEIVING CALL PURPOSE OF REFERENCE T Pe C.-0 a %, TELEPHONE NO. HOUR EXTENSION Par , RESUME OF POINTS DISCUSSED AND CONCLUSIONS REACHED Co•A A.- worA (,ao,.lJ rn7 ��9��. -� a to¢i.n,�- 4- o / , 1,0 B. r P-.- It a.,' /h / wwy / A h/1 SIGNATURE MEMORANDUM CITY OF TIGARD 13125 SW Hall Blvd. Tigard, OR 97223 Phone 503 - 639 -4171 Fax: 503 -684 -7297 CITY OF TIGARD Shaping A Better Community TO: FROM: DATE: Dick Bewersdorff Vannie Nguyen April 2, 1998 SUBJECT: Band Stage and Covered Picnic Shelter Engineering Department has been requested by John Roy of Public Works Department to design a band stage and a covered picnic shelter for Cook Park. The band stage is located just south of the main entrance by the existing playground area. The picnic shelter is located at the river front area by the boat ramp. Topographic survey of the site has been completed. Before the final design can be initiated, we need to know if any permits are required for construction of these facilities. Attached, for your review, are the aerial photo showing the proposed locations of the structures and the memorandum from John Roy dated 3/27/98 describing in detail what types of structures we are going to build. I would appreciate a response by Monday, April 6, 1998. Attachments c: Gus Duenas John Roy wessisweirmataismaimiffinillinit , • ..,...ocamr-IlitangliMatinillers, Division of State Lands Permit No.. 14620 775 Summer Street NE Permit Type: Removal/Fill Salem, OR 97310 Waterway: Tualatin/Wetlands m^ 503- 378 -3805 County: Washington Expiration Date: March 30, 1999 Corps No.: 97 -1483 CITY OF TIGARD IS AUTHORIZED IN ACCORDANCE WITH ORS 196.800 TO 196.990 TO PERFORM THE OPERATIONS DESCRIBED IN THE ATTACHED COPY OF THE APPLICATION, SUBJECT TO THE SPECIAL CONDITIONS LISTED ON ATTACHMENT A AND TO THE FOLLOWING GENERAL CONDITIONS: 1. This permit does not authorize trespass on the lands of others. The permit holder shall obtain all necessary access permits or rights -of -way before entering lands owned by another. 2. This permit does not authorize any work that is not in compliance with local zoning or other local, state, or federal regulation pertaining to the operations authorized by this permit. The permit holder is responsible for obtaining the necessary approvals and permits before proceeding under this permit. 3. All work done under this permit must comply with Oregon Administrative Rules, Chapter 340; Standards of Quality for Public Waters of Oregon. Specific water quality provisions for this project are set forth on Attachment A. 4. Violations of the terms and conditions of this permit are subject to administrative and/or legal action which may result in revocation of the permit or damages. The permit holder is responsible for the activities of all contractors or other operators involved in work done at the site or under this permit. 5. A copy of the permit shall be available at the work site whenever operations authorized by the permit are being conducted. 6. Employees of the Division of State Lands and all duly authorized representatives of the Director shall be permitted access to the project area at all reasonable times for the purpose of inspecting work performed under this permit. 7. Any permit holder who objects to the conditions of this permit may request a hearing from the Director, in writing, within 10 days of the date this permit was issued. 8. In issuing this permit, the Division of State Lands makes no representation regarding the quality or adequacy of the permitted project design, materials, construction, or maintenance, except to approve the project's design and materials, as set forth in the permit application, as satisfying the resource protection, scenic, safety, recreation, and public access requirements of ORS Chapters 196, 390 and related administrative rules. 9. Permittee shall defend and hold harmless the State of Oregon, and its officers, agents, and employees 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. NOTICE: If removal is from state -owned submerged and submersible land, the applicant must comply with leasing and royalty provisions of ORS 274.530. If the project involves creation of new lands by filling on state - owned submerged or submersible lands, you must comply with ORS 274.905 - 274.940. This permit does not relieve the permittee of an obligation to secure appropriate leases from the Division of State Lands, to conduct activities on state -owned submerged or submersible lands. Failure to comply with these requirements may result in civil or criminal liability. For more information about these requirements, please contact the Division of State Lands, 378 -3805. Earle A. Johnson, Manager Western Region Field Operations Oregon Division of State Lands n1 to forms • ieners face doc Authorize March 30, 1998 Signatu Date Issued ATTACHMENT A Special Conditions for Material Removal/Fill Permit No. 14620 1. This permit authorizes the placement of up to 3,000 cubic yards of material in Section 14, T2S, R1W (Tualatin River, wetlands) for construction of a road/trail and parks improvements as outlined in the attached permit application, map and drawings. This permit also authorizes the removal of material necessary to complete the mitigation requirements, subject to special condition 6 below. 2. Turbidity shall not exceed 10% above natural stream turbidities as a result of the project. The turbidity standard may be exceeded for a limited duration, (per OAR 340 -41) provided all practicable erosion control measures have been implemented as applicable, including, but not limited to: -use of filter bags, sediment fences, silt curtains, leave strips or berms. or other measures sufficient to prevent offsite movement of soil; -use of an impervious material to cover stockpiles when unattended or during a rain event; - graveled construction accesses to prevent movement of material offsite via construction vehicles; - sediment traps or catch basins to settle out solids prior to water entering ditches or waterways; and Erosion control measures shall be maintained as necessary to ensure their continued effectiveness, until soils become stabilized. 3. Petroleum products, chemicals, or other deleterious materials shall not be allowed to enter the water. 4. Waste materials and spoils shall be placed at an upland location and not in any unauthorized wetland areas. 5. Removal of existing woody vegetation shall be the minimum necessary to achieve the project purpose. Attachment A RF 14620 Page 2 of 3 MITIGATION CONDITIONS 6. The following conditions apply to the enhanced/created wetlands as described in the revised application and Mitigation Plan and as depicted on revised Sheets 6,9,10D and 13 of 13 and Table 1. a. The replacement wetlands shall be constructed prior to or concurrently with the wetland filling activity. b. The wetland shall be excavated or maintained to the depths outlined in the Mitigation Plan. c. The shoreline and shallow emergent areas of the wetlands shall be seeded or planted as specified in the Planting Plan (sheet 10A of 13) and as depicted c i Sheets 10C, 10D and 13 of 13. Trees and shall be protected with heavy gauge wire to prevent animal damage. Following planting of the area, the vegetation shall be watered the first year and allowed to establish a natural character with minimal maintenance. The criteria for success shall be 80% survival for a period of five years. d. The issuance of this permit is conditional upon establishment of replacement wetlands of approximately 3.6 acres for loss of 1.2 acres of wetland habitat. Table 1 depicts two additional projects that will be mitigated at the site for an additional 0.86 acres of habitat for a total of 4.46 acres. MONITORING CONDITIONS 7. To insure a successful habitat replacement the permittee shall, for period of five years, maintain the created wetlands integrity until vegetation has become established. 8. The permittee shall establish fixed photo stations . Photo documentation reports as outlined in the Monitoring Plan shall be submitted annually to the Division of State Lands for monitoring purposes for five years after the mitigation construction is complete. Attachment A RF 14620 Page 3 of 3 9. Following receipt of the annual monitoring report, the Division of State Lands, in consultation with the Oregon Department of Fish and Wildlife, shall review the data submitted and the .iite conditions with the applicant. Necessary measures to ensure achievement of the mitigation objectives will be determined at the end of the review. CONTINGENCY MEASURES 10. The Division of State Lands retains the authority to require appropriate corrective actions to the mitigation site in the event the newly created wetlands are not functioning as designed within a period of five years. 11. The Division of State Lands retains the authority to temporarily halt or modify the project in case of excessive turbidity or damage to natural resources. March 30, 1998 • U S Army Corps of Engineers JOINT PERMIT APPLICATION FORM THIS APPLICATION WILL MEET THE REQUIREMENTS OF BOTH AGENCIES Corps Action Date Receive Id Number Oregon Division of State Lands Number t^ lyb20 Date Received District Engineer ATTN: CENPP -PE -RP P.O. Box 2946 Portland, OR 97208 -2946 503/326 -7730 State of Oregon Division of State Lands 775 Summer Street NE Salem, OR 97310 503/378 -3805 �) Applican and Addre t Name ss City of Tigard, Mr. Jim Hendryx City Hall, 13125 SW Hall Blvd. Tigard, OR 97223 business phone # (503) 639 -4171 home phone # (X) Authorized Agent C Contractor Schott & Associates 11977 S. Toliver Rd. Molalla, OR 97038 business phone # (503)829 -6318 home phone # Property Owner (if different than applicant) Name and Address business phone # home phone # (2) Project Location Street, Road or other descriptive location Northeast corner of Cook Park East of SW 92nd Ave. and south of Waverly Dr. Legal Description Quarter Section 14 Township 2S Range 1W In or Near Tigard Waterway 50 ft. north City or Town) County Washington Tax Map if Tax Lot # 1500 & 100 of Tualatin River River Mile Latitude Longitude Is consent to enter property granted to the Corps and the Division of State Lands? ® Yes °No (J Proposed Project Information Activity Type: ® Fill ( Excavation (removal) °In -Water Structure °Maintain /Repair an Existing Structure Brief Description: Fill mitigation wetland at two locations for the construction of a road/trail and park improvements. One impact area for installation of recycled wastewater line leading to mitigation wetland. Fill will involve cubic yards annually and/or 3000 cubic yards for the total project Fill will be Q Riprap () Rock ® Gravel ® Sand ® Silt ® Clay ® Organics ° Other Fill impact Area is 1.2 Acres; various length; various width; various depth Removal wi Removal wi Removal im II involve cubic yards annually and /or 38 cubic yards for the total project II be C)Riprap C) Rock XQ Gravel ® Sand ® Silt ® Clay ® Organics l -)Other pact Area is 0.0008 Acres; 90 ft. length; 2.5 ft. and 10 ft. width; 4 ft. and 10 ft. depth Estimated Start Date June 1998 Estimated Completion Date September 1998 Will any material, construction debris, runoff, etc. enter a wetland or water way? °Yes ® No If yes, describe the type of discharge and show the discharge location on the site plan. Proposed Project Purpose & Description Project Purpose and Need: There is a deficit of open space for passive and active recreation in the City of Tigard. The City is has acquired a 21- acre property adjacent to Cook Park (7 acres of which is currently being purchased from the Unified Sewerage Agency) to expand the park's nature area and sports facilities. Currently, there is only one access road to Cook Park. An alternative emergency route is needed for the park The proposed access road will double as a trail, and will serve to connect the park to the regional trail system ( Fanno Creek Trail). Project Description: Improvements in the expansion area include sports fields, nature areas (wetland, butterfly meadow, and woods), trails, picnic grounds, parking, and an emergency access road/trail. An existing mitigation wetland will be impacted by the road/trail, and by filling in a T- shaped ditch. A total of 1.2 acres of low quality wetland will be impacted. How many project drawing sheets are included with this application? 13 NOTE: A complete application must include drawings and a location map submitted on separate 8'/2X11 sheets. (5) Project Impacts and Alternatives Describe alternatives sites and project designs that were considered to avoid impacts to the waterway or wetland. The project was designed to minimized impacts to the existing mitigation wetland. There were no practical alternatives to the project design that would completely avoid the wetland areas. The proposed emergency access road /trail crosses a narrow segment of the wetland at the northeast corner of the park. The road/trail will provide the park with a direct connection to a major roadway (Hall Blvd.) for emergency vehicles, and will connect to the Fanno Creek Trail System. The Cook Park Expansion Project will involve filling in only portions of the mitigation wetland that resemble a ditch. These ditch -like portions of the wetland do not provide high quality wetland habitat, are unsightly, and interrupt access into and within the expansion area. See Sheet 6. Describe what measures you will use (before and after construction) to minimize impacts to the waterway or wetland. Erosion into the unimpacted areas of the wetlands will be minimal. During construction activities, natural vegetation will be left undisturbed in and surrounding unimpacted wetland areas. During rain events, the undisturbed areas will help to trap potential sediment erosion coming from unvegetated, disturbed areas. Sediment barriers will be placed at the base of impacted areas. The erosion control plan will comply with Washington County and Unified Sewerage Agency guidelines. Miscellaneous Information Adjoining Property Owners and their Addresses and Phone Numbers Below are neighbors within 250ft. of the proposed impact areas. Property owner to the east: Unified Sewerage Agency, 155 N. First Avenue, Suite 270, Hillsboro, OR 97124, 648 -8621 Property owners at south end of SW 88th Pl.: Mary Shaver, 13499 Khuran St.., Lakeside, CA 92010 Michael Zoucha, 12540 SW 68th. Pkway, Suite B, Tigard, OR 97223 List all other approvals or certificates received, applied for, or denied that are related to this application. Issuing Agency Type of Approval Identification Number Dates of application / Approval / Denial none Cit, . ounty Planning Department Aft lit (to be completed by local planning official) °This project is not regulated by the local comprehensive plan and zoning ordinance. ® This project has been reviewed and is consistent with the local comprehensive plan and zoning ordinance. (;This project has been reviewed and is not consistent with the local comprehensive plan and zoning ordinance. QConsistency of this project with the local planning ordinance cannot be determined until the following local approval(s) are obtained: UConditional Use Approval ( ) Plan Amendment Other j Development Permit Q Zone Change An application Qhas Qhas not been `made for local approvals checked above. 06,-Zc z cial City, /L_ ignature (of local planning 8-3-f 7 Date (8) Coastal Zone Certification 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 department at 1 175 Court Street NE, Salem. Oregon 97310 or call 503/373 -0050. Certification 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 grogram. NA Applicant Signature Date Signature for Joint Application (Required) Application is hereby made for the activities described herein. I certify that I am familiar with the information contained in the application, and, to the best of my knowledge and belief, this information is true, complete, and accurate. I further certify that I possess the authority to undertake the proposed activities. 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. I understand that local permits may be required before the state removal -fill permit is issued. I understand that payment of the required state processing fee does not guarantee permit issuance. err / I /Z t 4 Ai Date Applicant Signature I certify that I may act as the duly authorized agent of the applicant. Authorized Agent Signature Date Supplemental Wetland Impact Informa...,n* (For Wetland Fills Only) Site Conditions of impact area Impact area is n Ocean n Estuary ()River n Lake n Stream ® Freshwater Wetland Note: Estuarian Resource Replacement is required by state law for projects involving intertidal or tidal marsh alterations. A separate Wetlands Resource Compensation Plan may be appended to the application. Has a wetland delineation been completed for this site? ® Yes QNo If yes, by whom: Fishman Environmental Services Portland, Oregon Describe the existing physical and biological character of the wetland /waterway site by area and type of resource (use separate sheets and photos, if necessary) The existing wetland in the Cook Park Expansion area is a mitigation area where mitigation credit was granted for 3.72 acres of wetland creation and 3.88 acres of wetland enhancement (Sheet 5). Creation and enhancement activities took place in 1992. There are several upland islands within the wetland. The side slopes of the wetland perimeter and upland islands are steep (approximately 10:1, or greater). The wetland floods during the winter months, and then drains to less than 12 inches of standing water during the summer months. The source of wetland hydrology are springs at the base of the hillside at the northern edge of Cook Park.. The wetland plant community is not diverse. Reed canary grass (Phalaris arundinacea) is the dominant herbaceous species throughout. Volunteer red alder (Alnus rubra) saplings are common in the western portion of the wetland. There are willow (Salix sp.) and hawthorn trees (Crataegus dc .glasii), and small patches of cattail (Typha latifolia) and soft rush (Juncus effusus) scattered throughout. The Cook Park Exp.Insion Project will impact 1.2 acres of the 7.6 acres of the mitigation wetland (Sheet 6). The Cook Park Expansion Project will involve filling in only portions of the mitigation wetland with low quality emergent communities. Most of the impact area resembles a ditch. Reed canary grass is the dominant plant species in the impact areas. Resource Replacement Mitigation Describe measures to be taken to replace unavoidably impacted wetland resources 36 The loss of 1.2 acres of low quality wetland will be mitigated by creating 4 acres of emergent, scrub- shrub, and forested wetland (a mitigation ratio of ). The proposed mitigation area is located south of the existing mitigation wetland at Cook Park (Sheet 6). The Cook ParExpansion Project mitigation area will be part of a 3.4 acre mitigation wetland. (Three projects will share in the construction of this proposed mitigation wetland. They include the Menlor Reservoir Project, The Cook Park Expansion Project, and the Petrie Development Project. A separate permit application is submitted for each project.). The 3.4 acres of mitigation wetland includes 0.23 acre existing wetland that will be enhanced for mitigation credit. The proposed mitigation area will planted to a mosaic of emergent, scrub -shrub and forested communities (Sheets 10a -d). The created wetland area will be excavated to achieve wetland hydrology. The elevation of the existing wetland in the mitigation area is approximately 113 ft.. The elevation of the created wetland area will range from 113 ft. to 111 ft.. The wetland will be constructed to include elevated areas and pools. See Sheet 9. Wetland hydrology will be augmented during the summer months by recycled wastewater (quaternary treated) from the neighboring sewerage treatment plant at Durham. The recycled wastewater will first enter the existing mitigation wetland, where it will back up and created ponded conditions to the 114ft. contour. At 114ft., the water will then spill south into the proposed mitigation wetland, where it will pond to the 113 ft. contour. See Sheet 13. This mitigation plan restores a more natural drainage pattern to the property. Currently, the ditch -like wetland area at the southern end of the existing mitigation wetland drain the wetland to the east and then directly south, which is against the natural lay of the land. Originally, the property drained toward the south and the southeast. This natural drainage pattern will be restored by filling in the ditch -like wetland areas, and by constructing new wetland to the south. A 25 ft. buffer zone will boarder the existing and proposed mitigation wetland. Approximately 2.2 acres of existing mitigation wetland (south of the proposed road crossing and north of the proposed mitigation wetland) will be enhanced by planting 159 trees within the wetland and 25 ft. buffer zone (See Sheet 10C). These plantings are in addition to the required mitigation activities. SCHOTT & ASSOCIATES Ecologists & Wetlands Specialists 11977 S. Toliver Rd. • Molalla, OR 97038 • (503) 829 -6318 • FAX: (503) 829 -3874 WETLAND FILL PERMIT APPLICATION COOK PARK EXPANSION PROJECT, TIGARD, OREGON Submitted to State of Oregon Division of State Lands and US Army Corps of Engineers Prepared for City of Tigard, Oregon November 1997 COOK PARK EXPANSION PROJECT Tigard, Oregon WETLAND MITIGATION SUPPORT DOCUMENT OBJECTIVES The objective of the project is to expand the recreation and natural areas at Cook Park. The expansion area includes 21 acres at the northeast corner of Cook Park (Sheets 1 and 2). Improvements in the expansion area include sports fields, nature areas (wetland, butterfly meadow, and woods), trails, picnic grounds, parking, and an emergency access road /trail (Sheet 6). The expansion property is currently unimproved (Sheet 5). In recent years, approximately 7 acres of the property has been used for pasture, approximately 7 acres was converted to a mitigation wetland in 1992, and 7 acres is an open field. The objective of the proposed mitigation plan is to replace the loss of 1.2 acre of wetland by creating acre palustrine emergent, forested and scrub -shrub wetland. Because the impacted wetland was constructed as a mitigation wetland, the proposed mitigation ratio for this project is 2:1. The applicant will also provide a 25 ft. buffer where there is access to the mitigation area from Cook Park. The Cook Park mitigation area will be on -site, and will be part of a proposed 1.4 acre mitigation wetland, located at the southeast corner of the park (Sheet 6). This mitigation wetland will replace impacted wetland areas at three project sites. See Table 1. The other two projects include the Menlor Reservoir Project, located in Tigard, and the Petrie Development Project, located in Beaverton, Oregon. Separate Joint Permit applications are being submitted for each project. The application for the Menlor Project was submitted in September 1997, and the application for the Petrie Project will be submitted in November 1997. WETLAND IMPACTS The Cook Park Expansion Project will impact 1.2 acres of low quality, palustrine emergent wetland. This is approximately 16% of the existing wetlands on the 21 -acre expansion property. The impacted wetland was part of a mitigation project which did succeed in providing a rich wetland habitat. The plant community at the mitigation wetland is not diverse. Reed canary grass (Phalaris arundinacea) is the dominant herbaceous species throughout. Volunteer red alder (Alnus rubra) saplings are common in the western portion of the wetland. There are a few willow (Salix sp.) and hawthorn trees (Crataegus douglasii), and small patches of cattail (Typha latifolia) and soft rush (Juncus effusus) scattered in the wetland. There are several upland islands within the wetland. The side slopes of the wetland perimeter and upland islands are steep (approximately 3:1, or less). The wetland floods during the winter months, and then drains to less than 12 inches of standing water during the summer months. The source of wetland hydrology are springs at the base of the hillside at the northern edge of Cook Park. The existing mitigation wetland will be impacted by the construction of an access road /trail, and by filling in ditch -like areas which interrupts access to the expansion area (Sheet 6). A large portion of the impact area occurs in a part of the wetland that resembles a T- shaped ditch. The ditch -like wetland is narrow, steep sloped, and vegetated by a low quality emergent plant community (mainly reed canary grass). MITIGATION PLAN �. /t The proposed mitigation wetland at Cook Park covers 3 acres. This includes 0.2 acre of existing, low quality, emergent wetland that can be enhanced, and 3.� acres of created wetland. The proposed mitigation area will planted to a mosaic of emergent, scrub -shrub and forested communities (Sheets 10a -d). The created wetland area will be excavated to achieve v� tland hydrology. The elevation of the existing wetland in the mitigation area is approximately 113 ft.. The elevation of the created wetland area will range from 113 ft. to 111 ft.. The wetland will be constructed to include elevated areas and pools. See Sheet 9. Wetland hydrology will be augmented during the summer months by recycled wastewater (quaternary treated) from the neighboring sewerage treatment plant at Durham. The water outlet will be located at the southwest corner of the existing mitigation wetland, and will be opened only during the summer months to maintain ponded conditions and wetland hydrology throughout the year (Currently, very shallow ponded conditions (less than 12 inches) occur in the deepest parts of the wetland during the summer months). The recycled wastewater will back up in the existing mitigation wetland and create ponded conditions to the 114ft. contour. At 114ft., the water will then spill south into the proposed mitigation wetland, where it will pond to up to the 113 ft. contour. Above 113 ft., the water will then drain eastward to existing wetlands. See Sheet 13. This mitigation plan restores a more natural drainage pattern to the property. Currently, the ditch -like wetland area at the southern end of the existing mitigation wetland drains the wetland to the east and then directly south, which is against the natural topographic drainage pattern of the site. Originally, the property drained toward the south and the southeast. This natural drainage pattern will be restored by filling in the ditch -like wetland areas, and by constructing new wetland to the south of the existing wetland area. A 25 ft. buffer zone will boarder the existing and proposed mitigation wetlands. Approx- imately 2.2 acres of existing mitigation wetland (south of the proposed road crossing and north of the proposed mitigation wetland) will be enhanced by planting 159 trees within the wetland and 25 ft. buffer zone (See Sheet 10C). These plantings are in addition to the required mitigation activities. There are several benefits to the proposed wetland mitigation activities at Cook Park, including: The enhanced hydrology at the site, the grading plan, and the planting plan will create a rich diversity of wetland habitats in both existing and created wetlands. A more natural drainage pattern will be restored to the property by filling in the drainage ditch that directly empties the wetland into the Tualatin River. Not only will the existing mitigation wetland be expanded, but it will be enhanced by planting one - hundred and fifty -nine trees in an area of a low quality emergent plant community. The wetland provides education opportunities to nearby schools and park visitors. Tigard High, which is within 1 mile of Cook Park, can especially benefit from the proximity of this rich educational resource. The educational value of the site will be improved by the enhancing the diversity of wet:_ nd habitats and plant species. Wildlife within the Tualatin River corridor will benefit from the expanded and enhanced wetland area. GOAL The goal of the mitigation is to have an 80 percent survivorship of the planted woody species in created and enhanced wetland areas by the end of the third growing season following planting, and to have 80 percent coverage of herbaceous species at the end of three years, except in open water areas.. N1ONITORING PLAN yd- A tee season monitoring plan is proposed. There will be two site visits during the growing season of the first year. The purpose of the first site visit will be to inspect the hydrology of the wetland areas. The second site visit will be in late July or early August, for the purpose of sampling the vegetation. Only one site visit is proposed the following/we years, and will be used to monitor the vegetation. F` Tree and shrub survivorship will be estimated by counting the planted trees and shrubs. Each planted tree and shrub will be staked at the time of planting to insure that all plantings can be located. Herbaceous species will be estimated by using ten square meter plots. Coverage of each species will be visually estimated. The plots will be permanently located by placing a stake in the S.E. corner of the plot. Photo points will be established and marked by using a stake, and photographs will be taken each year of the monitoring program. CONTINGENCY PLAN A contingency plan will be developed if problems with the mitigation are observed during the monitoring. The causes of problems will be identified if possible, and corrective measures implemented. There are numerous things which can go wrong with the mitigation area, including lack of water and animal damage. Table 1. Wetland Impact Areas and Total Mitigation Area Proposed at Cook Park. PROJECT WETLAND IMPACTS (ACRES) PROPOSED MITIGATION MITIGATION RATIO MITIGATION AREA (ACRES) Menlor Reservoir 0.036 wetland creation 1.75:1 0.062 Petrie Development 0.39: 0.32 wetland creation 1.75:1 0.57 + 0.066 wetland enhancement 3.5:1 0.23 Cook Park Expansion 1.2 wetland creation ..2e'1" 3. ( fir:, c m,ri, a. re., I(..i Ov..S(c 2 / TOTAL : PROPOSED MITIGATION AREA: 372.6 acres 3--k acres y� I QR∎f!i61 4O5\COOKPARK2IFIG• 1 VICINITY MAP SCALE: I 5000' 6 o t 121 SI Salmi. Silt !OM PO! r5-1010 Milts/ theme 17204 /II 221-M • SCHOTT & ASSOCIATES Egg1oe§34_&_ IttnEntil_spteidint§ I Ion S. Toliver Rd. • 14olalla. OR 117038 (503) 020-0318 • FAX: (503) 8211-3074 CITY OF TIGARD TIGARD OREGON I elka, ■I ft elm StIOWN I LI w.T1wcif ,Pi/ SITE VICINITY MAP OF COOK PARK Q CO Q DURHAM PROJECT SITE A 1 I N TUALA T I N 0 Q SA T TLISH ST J zl Q 1£ Durham \cc."-- ( �I�► ,)'• • 1.. . I LOCATION MAP SCALE: 1 " =1000' a N a � Y N J _ Murr4Smitll&AssodateS,Inc. Engineers/Planners 1. RI LI. Silas, Stile I03) P50111 275.1110 hNul Qtl9e 472E61 no 725-1072 l ascnca SCHOTT & ASSOCIATES Ecologists & Wetlands Spgii.gliat 11977 S. Toliver Rd. • Walsll.. OR 07030 (503) 029 -0310 • FAX: (503) 029 -3074 CITY OF TIGARD TIGARD OREGON u . Kr .._. I SGII •C tuna.. a•IE AJ.1wStR 1997 SITE LOCATION MAP OF COOK PARK i 7 Oct 31 H. vi \U-S'.I.40 UUM1 ✓A N/. L'r - IUA.d ;YMBOL OF RA; 1 CO • & ri og0 COMMON NAME Oregon white oak Douglas fir Oregon ash red alder big -leaf maple Douglas hawthorn cottonwood Pacific crabapple cascara Pacific willow Scouter's willow Douglas spiraeo red -osier dogwood 2 tall Oregon grope 2 red - flowering currant 1 sword fern clustered wild rose. Nootko rose salmon berry black twin- flower vine maple. hazelnut butterfly -bush blue elderberry. red elderberry small- fruited bulrush soft rush. slough sedge hard -stem bullrush SCIENTIFIC NAME Quercus garryana Pseudotsuga menziesii Fraxinus tatifolia ALnus rubra Acer macro phylum Crataegus douglasiic. Po pulus tridrocarpa Pyres males Rhamnus purshiana Sal ix lasiandra Salix scouleriana Spireae douglasii Corn.us stolonti fera Mahonia aqui falium. Ribes sanguineum. Polystic hum. munitum Rosa pisocarpa Rosa nut kana. Rubes spectabilis Lonicera involucrata Acer cirzinat um. Corylus cornuta Budlia dividiti Sambucus cerulea Sambucus racemosa Scirpus microcarpus. Junc e ffusus. Carex obnupta Scirpus acutus SPACING MINIMUM gr RATE PLANT SIZE 15' 36" 20' 36" - %z seedling - 2/3 15' 36" l5' 20' 12' 20' 12' 12' 15' 5' 4' o.c. 6' o.c. 6' o.c. 24" 6' o.c. 24" 6' o. c. , gal. 4' o.c. 24" 6' o.c. 24" 4' o.c. 24" 4' 30" NUMBER OF PLANTINGS ANO /OR AREAS 28 53 117 36" 45 36" 42 30" .36 3 cuttings /location 43 24" - 36" 20 24" - 36" 18 3 cuttings /location 60 12" potted plant 38 24" 550/0.18 AC 24" 250/0.16 AC 8' 15' 8' 8' 8' 2' o.c. 2' o.c. 2' o. c. 2' o.c. 24" 24" 1 gal. I gal. 1 gal. rhizome rhizome rhizome rhizome 150/0.27 AC 150/0.27 AC 75/0.27 AC 700/0.23 AC 180/0.13 AC 750/0.23 AC 17 82 5 5 7 12 2500/0.20 AC 9, 2400/0.19 AC 2800/0.23 AC SKR 1 OA 10A of 13 96- 03.1.405 17 Oct 31 H t11U.141 .'U9 \I.UU r u• I Vr-tl HERBACEOUS PLANT COMMUN, - butterfly meadow - 0.62 acre COMMON NAME red fescue FLOWER SPECIES. yarrow asters Delphinium goldenrod small- flowered penstemon farewell -to- spring lupines paintbrush western bee palm early blue violet SCIENTIFIC NAME Festuca rubro Achillea millefolium Aster chilensis Aster subspicutus Delphinium nuttallii Conidensis solidago Penstem on procerus Clarkia amoena Lupinus bicolor Lupinus polyphyilus Castillejo miniata Monardella odoratisma Viola adunco PLANTING METHOD AND RAT hydroseed 50% of seed mix by weight hydroseed 50% of seed mix by weight (each species 7. I%) hydroseed hydroseed hydroseed hydroseed hydroseed hydroseed hydroseed 40 transplants 40 transplants 100 transplants 100 transplants 150 transplants Mourita Smyth, Environmental Consultant assisted in selection of butterfly meadow plant species. NO SYMBOL HERBACEOUS PLANT COMMUNI TY: 0.36 acre in buffer zone and upland (outside of butterfy meadow) SCIENTIFIC NAME PLANTING METHOD AND RATE Agrostis tenuis hydroseed 100 lb. /A 5% flower seed, 95% grass seed Lolium perenne Eschscholzia californico Trifolium pratense Cichorium intybus Festuca arundinacea COMMON NAME colonial bentgross perennial ryegrass California poppy red clover chicory toll fescue NO SYMBOL HERBACEOUS PLANT COMMON NAME red fescue tufted hairgrass mannagrass bird's -foot trefoil red top 7\ photo monitoring COMMUNI TY: .3.4 acres in created and enhanced wetland station SCIENTIFIC NAME Festuca rubro Deschampsia cespitoso Clycerio occidentalis Lotus corniculatus Agrostis alba PLANTING METHOD AND RATE hydroseed 100 lb. /A 5% flower seed, 95% gross seed C AX: (603) 029 -3874 6. 0 :108 108 of 1..� 96- 0341.0 I n%1 .40. ,Cur s\COO+►11I 2\' C -3 10 -L -112 .T 3T 27 M CV V )1 / �: I I / -- _ I 7 1 /- z / i �� /� / ' � /' ( / I / / q4qT /IV RIVER - / \ \ / I r- / _ / _ _ — — — — '— Il tI I ) x D R. l l 1/ Z i u �' o , ' v, o i •J SO731! N3d0 r- !__ I A- - I,' 1- -r------ - _ f -S _ • r -1 . _ - -, �,- f 1 , --...~. • L7- T _ Kn 1 I tr 1 j,: X03 Rl1 -J �' - L. ., I -.J__ . I ~. .l . s i iA I N!1 A 'Pi i.'. 11/ IAA I l ► .. ! 1 . J ► - .[ I [ :.. a.i /L)1 / ' \ -i / w S. MurrnS i &A oaataInc MBA SCHOTT & ASSOCIATES 1111'7 „ R I. OR 1170111 (4031 8211 -111111 • ] 11211-3117. CITY OF TIGARD TIGARD OREGON I WETIIur DELJNEATION MAP OF CO( 1K & USA PROPERTY C CTED BY FISHMAN .RE►MEO ON TM CITT of TIGARD 'ROJECT CONiuttANit N►Mi[ Y10Oi7il net A 10013. 01 ASSOC.? I n C •WSMa lnn *OMSIEw,K if tVICi /. IIIC .111LIb. S A11.044 TES TES nr+E 0■8*OC4/ll ►1C ■ COOK PARK EXPANSION MASTER PLAN PROPOSED FEATURES LAVDIC■11 Waffle,. Srtr�� iiWnL MURASt Cm OF TIGARD TIGARD OREGON CC 'I1RK MANSION MASTER 'ROPOSED FEATURES SCALE : I = 200' PARK & WOODS OPEN FIELD EXISTING MITIGATION WETLAND (CONSTRUCTED 1992) PASTURE EXT$rdiww WETLAND 5 t/ RECYCLED WASTEWATER LINE FROM USA SEWERAGE TREATMENT PLANT AT DURHAM 1 ! _ `1 _ _ _ +-- SCALE: I ' = 200' SW 92ND AVE lwr 441,4., 1.l -I; el 13 SPORTS FIELD PARKING MITIGATION WETLAND AREA TO BE IMPACTED COOK PANIC EXPANSION PRO.ECr MITIGATION AREA 2.5 ACRES MENLOR PROJECT MITIGATION AREA 0.06 ACRE PETRIE DEVELOPMENT MITIGATION AREA 0 8 ACRE c ✓/ RECYCLED WASTEWATER LINE FROM USA SEWERAGE TREATMENT PLANT AT DURHAM x WO.t.051Cy0r•NRr2''SC -1 10.3. -9' 2..11:39 R. !sr s% 1 I!1 11 1 Q I ril \ \C-1 — I `�/ � � _ :_ "In P! /1'r / --`% .. \�l - /1 \- / /r...:.. \ / 1)1I1(0 //1.' 1 t, //` / 1 I\ �/ iJ.7 1...,,,s!....' l 1 J�� �l /ice �. 1 l ( Ott / „1 ,\ r"� )` -1�1 1 /1/ /...-- � \\ \ :// JI ' ^ J' /,r �// tt /It ' 111 ice` �� /�.i�.yl ^•'•� \�����rl `^ / ,r-\ ` } 11`+ t t - -- I�I / t if i ,I }} 1 .d_e i • �t ;I; ' 11 o (r ( /i /` 1 I \ -- _/ , —..,..- . 1 ►\ ■ , Ill.) X1\1- J 1 `. i/ // ` ),I lj I Ili � .� „vim/ / "�� �'�� /// �I t1 �r t. -.`Lt� }III ■ - - 1J AREA TO BE USED FOR YOUTH SOCCER & YOUTH BASEBALL FIELDS. CONCEPTUAL DESIGN & LAYOUT BEING DEVELOPED. THE YOUTH SPORTS AREA WILL NOT ENCROACH THE MIN. 25FT BUFFER TO WETLANDS. NO LIGHTING OR AMPLIFIED SOUND SYSTEMS. FIELD ORIENTATION WILL BE DEVELOPED FOR ZERO IMPACT ON WETLANDS, INCLUDING FOOT TRAFFIC & BALLS. PLANTING A NATURAL BUFFER ZONE WILL TAKE PLACE BEFORE SPORTS FIELDS ARE USED /// i \ ,1 J -; _- \ r �' ; 1 .111 ;t l lli .1 I I ! i , 14' •0 MCA m,I SCHOTT ' 'SSOCIATES LsolotutL.J dR SoesulLth 1911 S 7.5,.. /el.11., OR 910 CITY OFTIGARD TIGARD OREGON It 'ARK EXPANSION AREA •1pTc F1FLD OGTInuc ti 8 8 of .! \O.N t H07\000rPoatr7\NC -f to -P -$ op 00I•T(TI /04( -4 RIVER / — \ / \ \ _ _ / / \ \\ / // 'i - ---\ \ \ / ■ - / \ I 1 \ I\ \` -J // �/ ..\ \ \ \ \\ 1 1 I / / / 1 1 I I \ 1 \.,, X • \\ / 1 /I / // / �� \ 1 III ` \1 1 / / I / . / 1 I I , \ • \, ; / / / \ \ — \_�� \\ / 1 I I 1_ AN.. \ \. / / /� i��\ \� -. ". ^ //'\ / 1 ■ z•\ / / 1/ 1 �\ T �� , I / 1 / / / 11 1 / J I i �+ / // -i --- I I, I I / 1 / // ■ / � I I I l ■ \` / N.\ // //,' / �/ 1 11 1 c \ 1 1 I \ -- 1 ' / / I i \ I I j' 1: / / \ \ / 1 I\ I I / / 1 // \ 11 1 1 I 'j!•. 'i'1 i I/; \ t 1 1 i /// 1' I I\I / I �\ \\ 1 I I 1. I 1 1/ / 1 1 1 I I 1j 1 1 1 I, 1 1 I I i 1\ \ // I I I I'1 1 1 \ \1 // / II I I II /\ \ 1 I 11 I \ \ I I i I I I 1 I I I \\ 1 �I I I 1 1• I I 1 1 //\ I I 1 -S / 1 I N .. ' i -- - - 1 1 \ / \ , 1 / \ I 1 '3NOZ 833!08 100J se • '+ I / 1 �zIMCA '� SCHOTT • 'CSOCIATES E0_Ojula k 11071 S. TNM, I \nil H+H -tti,H INHIIH. 00 1703$ .•• I%A11 l n T rt } qI' 7 .. ) CRY OF TIGARD TIGARD OREGON 1K PARK PROPOSED MI ION WETLAND GRADING DI AN SCALE: I = 50' SEE ATTACHED PLANT SPECIES LEGEND /25 FOOT BUFFER ZONE /_-... ' ..... ... - -!- - _ _ / N. I —.,i a / \ _•-.. _ • l \�' / I i '1 :; i 1 1 \ / EXISTING MITIGATION WETLAND 1 T ■ I ' / 1 I / � gyp — / r l / PROPOSED ROAD CROSSING 1 cpco RA 'DC OC of a a 1 a " - —=.-- -- -.4 0 ‘.„ . 9,1P i4wq,, • 25 FOOT BUFFER ZONE WETLAND BOUNDARY‘ • _a. • 5.. • SCALE: 1 = 50' ef SEE , A TTA CHE 0 PLANT SPECIES LEGEND • 0 OF ,/ • 1.71 • • • oa • -74\‘C. Of I eilzkzo 4,41.1"ei I. AA.A.1Ant.,(4.. tr• •• • 5., vs. \ • ,•-• ' -5 . 41..5 -344, > sCr ":1.1777-1 • `.1.1.. • . 0 .!\ ••• 1:1/ • • • CDCD00 ..if•Zi 4, - '..4..... , ••,. ss _ ..... - \ \A... •14'.0)444, ..... .,.., ..,. 1.. ,% 4. ):Y:.(4. • 3 '"'"Irs r r, 1.„. ••• • - : . .. . . . • r - ,‘ . l'•. \ A OA vvvvcr • . - ..- \ .0 QA "" • ,s..‘ \., r /15 A 00 Z Z 00 a. E g 5 (.5 ow P 0 2 r o p 6)-1 c iiit). I 100 OD ot • \OJ•r•ps \L9m0PP+ \P9Orrt CS 'F.- 97 i •5 7E pen C5' x• 8 SCHOTT & ASSOCIATES Ego locale • •oda SOCCUImIa 11977 5 761.• 9.1.14. OP 97071 1503) 929 -101 .: I5M) 929 -3974 Q I o I "a I O. KIM CITY OF TIGARD TIGARD OREGON CROSS SECTIONS OF %ND IMPACT AREAS AT STING MITIGATION WETLANDS 0NY113M NOLLYOI' 03SOdOl1d 10 SHOLL03L. IO N00380 OLiYDLL MI/DLL d0 1W0 ,m-,119 (COS) tci-sz. (COST SCOLS 10 •101111 x•'111 'S SLIt I sillitr3003" spO ,/- 11-1170(03'3 S31VIJOSSV B 1101-13S Win 11211013 .3111 taPPRIMCDS SUM S /41 a r- i • 8 R 8 R 0 r 3 N 153 ■0 LT SO L .6 -,1 -5 .'-OI"\f ■•411)1 i0• 'H . 8'- 8" (TYP) 4' -0" 1' -6" MIN EXIST GRADE 8" --!! 1-- -- (TYP)`1 - - -- NE W 6"a) HOPE 5' -0 .7 SL =0.004 FT /FT !2 OUTFALL STRUCTURE —PLAN NTS / 1I/ / / / '\\ // / /( 4 .• / . eL T>;.>_ 4- (4.... CL 100 RIPRAP SECTION A —A - NTS 1 \ ' I / 1 / / -� `� �. \ I I 1 / / • ,k \ \ 1 1 / \ / / I I I (_ -ti. \ I 1 1 ! / l` I I\ `\ "/ \- -`k 1 I / / \ .\ 1 I 11 \\ \\ 1 1 \ \'/ /1 I / \ 1 I \ \ \ \ I 1 / \ N SI.o.sLs '4? N SCALE: EXIST } 6" RECYCLED /'4,/s lo f'Y.4STEIVATER (�c rr✓nwy t ! P 1 NO _PR 00. SE? 6" GATE VALvE PROPOSED 6" OUTLET PIPING PROP,. SCO rOUTLET 1 STRUCTURE - e- \ \ / / �\ \ \ \\ \ \\ - - --- - - — — — — — ! 1 1 i\ . _ / \ \ \_ - - - - -_ / I I \```� /+ l'r`'` N .1 - -- -- '- - - -��A /. / / 1 \ _ 1 1 / / // / I \ I \ . -- -_�\f I / _ _ ! e. l■ —∎�` • ��` -\ \ice Yl 1 I/ - `���� 11 \ \ -- // • � .` — — . 1 /.—\ \\ // / ', . \ \ . -- �.�� -.` \ // /- 1 1 \ `- E*IST WETLANDS - -'' O 0 0 n 0 a 4 n a n 8 dr Ft of v3, 13 o M � TIGARD MUNICIPAL CODE Chapter 18.84. SENSITIVE LANDS. 18.84.010 18.84.015 18.84.020 18.84.025 18.84.026 18.84.028 18.84.030 18.84.040 18.84.045 18.84.050 18.84.060 18.84.070 18.84.080 18.84.090 18.84.100 18.84.010 Purpose. Applicability of Uses: Permitted, Prohibited, and Nonconforming. Administration and Approval Process. Maintenance of Records. General Provisions for Floodplain Areas. General Provisions for Wetlands. Expiration of Approval: Standards for Extension of Time. Approval Standards. Exception for Development of the 108th/113th Ravine below the 140 Feet Elevation. Application Submission Requirements. Additional Information Required and Waiver of Requirements. Site Conditions. The Site Plan. Grading Plan. Landscape Plan. Purpose. A. Sensitive lands are lands potentially unsuitable for development because of their location within: 1. The 100 -year floodplain; 2. Natural drainageways; 3. Wetland areas which are regulated by the other agencies including the U.S. Army Corps of Engineers and the Division of State Lands, or are designated as significant wetland on the Comprehensive Plan Floodplain and Wetland Map; and 4. Steep slopes of 25 percent or greater and unstable ground. B. Sensitive land areas are designated as such to protect the public health, safety, and welfare of the community through the regulation of these sensitive land areas. C. Sensitive land regulations contained in this chapter are intended to maintain the integrity of the rivers, streams, and creeks in Tigard by minimizing erosion, promoting bank stability, maintaining and enhancing water quality, and fish and wildlife habitats, and preserving scenic quality and recreation potential. D. The regulations of this chapter are intended to implement the comprehensive plan and the city's flood plain management program as required by the National Flood Insurance Program, and help to preserve natural sensitive land areas from encroaching use and to maintain the September 1981 zero -foot rise floodway elevation. (Ord. 95 -03; Ord. 90 -29; Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.015 Applicability of Uses: Permitted, Prohibited, and Nonconforming. A. Outright Permitted Uses - No Permit Required Except as provided by Subsection 18.84.015.B, D. and E., the following uses are outright permitted uses within the 100 -year floodplain, drainageways, slopes that are 25 percent or greater, and unstable ground when the use does not involve paving. For the purposes of this chapter, the word "structure" shall exclude: children's play equipment, picnic tables, sand boxes, grills, basketball hoops and similar recreational equipment. 1. Accessory uses such as lawns, gardens, or play areas; 2. Farm uses conducted without locating a structure within the sensitive land area; 3. Community recreation uses, excluding structures; 18 -84 -1 Rev. 01/24/95 TIGARD MUNICIPAL CODE 4. Public and private conservation areas for water, soil, open space, forest, and wildlife resources; 5. Removal of poison oak, tansy ragwort, blackberry, or other noxious vegetation; 6. Maintenance of floodway excluding rechanneling; 7. Fences, except in the floodway area; 8. Accessory structures which are less than 120 square feet in size, except in the floodway area; and 9. Landform alterations involving up to 10 cubic yards of material, except in the floodway area. B. Administrative Sensitive Lands Permit 1. Administrative sensitive lands permits la in the 100 -year floodplain, drainageway, slopes that are 25 percent or greater, and unstable ground shall be obtained from the appropriate community development division for the following: a. The City Engineer shall review the installation of public support facilities such as underground utilities and construction of roadway improvements including sidewalks, curbs, streetlights, and driveway aprons; b. The City Engineer shall review minimal ground disturbance(s) or landform alterations involving 10 to 50 cubic yards of material, except in the floodway area, for land that is within public easements and rights -of -way; c. The Director shall review minimal ground disturbance(s) or landform alterations involving 10 to 50 cubic yards of material, except in the floodway area; 18 -84 -2 d. The Director shall review the repair, reconstruction, or improvement of an existing structure or utility, the cost of which is less than 50 percent of the market value of the structure prior to the improvement or the damage requiring reconstruction provided no development occurs in the floodway; e. The Building Official shall review building permits for accessory structures which are 120 to 528 square feet in size, except in the floodway area; and f. The Director shall review applications for paving on private property, except in the floodway area. 2. The responsible community development division shall approve, approve with conditions, or deny an application for a development permit, as described above in Subsection 1., based on the standards set forth in sections 18.84.026, 18.84.040, and 18.84.045. C. Jurisdictional Wetlands Landform alterations or developments which are only within wetland areas that meet the jurisdictional requirements and permit criteria of the U.S. Army Corps of Engineers, Division of State Lands, Unified Sewerage Agency, and /or other federal, state, or regional agencies do not require a sensitive lands permit. The City shall require that all necessary permits from other agencies are obtained. All other applicable City requirements must be satisfied, including sensitive land permits for areas within the 100 - year floodplain, slopes of 25 percent or greater or unstable ground, drainageways, and wetlands which are not under state or federal jurisdiction. D. Sensitive Lands Permits Issued by the Director /:. c: - . - 1. The Director shall have the authority to issue a sensitive lands permit in the following areas: Rev. 01/24/95 TIGARD MUNICIPAL CODE a. Drainageways; b. Slopes that are r percent or greater or unstable ground; and c. Wetland areas which are not regulated by other local, state, or federal agencies and are designated as significant wetlands on the Comprehensive Plan Floodplain and Wetland Map. 2. Sensitive lands permits shall be required for the areas in Subsection D. 1. above when any of the following circumstances apply: a. Ground disturbance(s) or landform alterations involving more than 50 cubic yards of material; b. Repair, reconstruction, or improvement of an existing structure or utility, the cost of which equals or exceeds 50 percent of the market value of the structure prior to the improvement or the damage requiring reconstruction; c. Residential and non - residential structures intended for human habitation; and d. Accessory structures which are greater than 528 square feet in size. E. Sensitive Lands Permits Issued by the Hearings Officer yr/ 1. The Hearings Officer shall have the authority to issue a sensitive lands permit in the 100 -year floodplain. 2. Sensitive lands permits shall be required in the 100 -year floodplain when any of the following circumstances apply: a. Ground disturbance(s) or landform alterations in all floodway areas; b. Ground disturbance(s) or landform alterations in floodway fringe locations involving more than 50 cubic yards of material; c. Repair, reconstruction, or improvement of an existing structure or utility, the cost of which equals or exceeds 50 percent of the market value of the structure prior to the improvement or the damage requiring reconstruction provided no development occurs in the floodway; d. Structures intended for human habitation; and e. Accessory structures which are greater than 528 square feet in size, outside of floodway areas. F. Except as explicitly authorized by other provisions of this chapter, all other uses are prohibited on sensitive land areas. G. A use established prior to the adoption of this title, which would be prohibited by this Chapter or which would be subject to the limitations and controls imposed by this Chapter, shall be considered a nonconforming use. Nonconforming uses shall be subject to the provisions of Chapter 18.132. (Ord. 95 -03; Ord. 90 -29; Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 84- 36; Ord. 83-52) 18.84.020 Administration Process. and Approval A. The applicant for a sensitive lands permit shall be the recorded owner of the property or an agent authorized in writing by the owner. B. A preapplication conference with City staff is required. (See Section 18.32.040.) If uncertainty exists in regards to the location or configuration of wetland areas, staff shall make an on -site inspection prior to an application being initiated to determine the nature and extent of the resource. If necessary, assistance from state and federal 18 -84 -3 Rev. 01 /24/95 TIGARD MUNICIPAL CODE agencies shall be sought to provide the applicant additional information. C. Due to possible changes in state statutes, or regional or local policy, information given by staff to the applicant during the preapplication conference is valid for not more than six months: 1. Another preapplication conference is required if any variance application is submitted more than six months after the preapplication conference; and 2. Failure of the Director to provide any of the information required by this chapter shall not constitute a waiver of the standard, criteria or requirements of the application. D. The appropriate community development division shall approve, approve with conditions, or deny an application for an administrative sensitive lands permit within the 100 -year floodplain, drainageways, slopes that are 25 percent or greater, and unstable ground as set forth in Subsection 18.84.015. B. E. The Director shall approve, approve with conditions, or deny an application for a sensitive lands permit as set forth in Section 18.84.015.D. The decision made by the Director may be appealed to the Hearings Officer as provided by Subsection 18.32.310.A. F. The Hearings Officer shall approve, approve with conditions, or deny an application for a sensitive lands permit within the 100 -year floodplain as set forth in Subsection 18.84.015 E. The Hearings Officer's decision may be reviewed by the Council as provided by Subsection 18.32.310.B. G. The appropriate approval authority shall review all sensitive lands permit applications to determine that all necessary permits shall be obtained from those federal, state, or local governmental agencies from which prior approval is also required. H. The Director shall notify communities adjacent to the affected area and the State Department of Land Conservation and Development prior to any alteration or relocation of a watercourse, and submit evidence of such notification to the Federal Insurance Administration. I. The Director shall require that maintenance is provided within the altered or relocated portion of a watercourse so that the flood - carrying capacity is not diminished. J. The appropriate approval authority shall apply the standards set forth in Sections 18.84.026, 18.84.040, and 18.84.045 when reviewing an application for a sensitive lands permit. K. The appropriate approval authority shall require that the elevations and floodproofing certification required in Section 18.84.025 be provided prior to occupancy or final approval of all new or substantially improved structures. L. The Director shall give notice of applications to be heard by the Hearings Officer as provided by Section 18.32.130. M. The Director shall mail notice of sensitive lands application decisions in Subsections 18.84.015 D. and E. to the persons entitled to notice under Section 18.32.120. (Ord. 95 -03; Ord. 90 -29; Ord. 89-06; Ord. 87-66; Ord. 87 -32; Ord. 83- 52) 18.84.025 Maintenance of Records. A. Where base flood elevation data is provided through the Flood Insurance Study, the Building Official shall obtain and record the actual elevation (in relation to mean sea level) of the lowest floor (including basement) of all new or substantially improved structures, and whether or not the structure contains a basement. B. For all new or substantially improved floodproofed structures, the Building Official shall: 18-84-4 Rev. 01/24/95 TIGARD MUNICIPAL CODE 1. Verify and record the actual elevation (in relation to mean sea level); and 2. Maintain the floodproofing certifications required in this chapter. C. The Director shall maintain for public inspection all other records pertaining to the provisions in this chapter. (Ord. 95 -03; Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.026 General Provisions for Floodplain Areas. A. The appropriate approval authority shall review all permit applications to determine whether proposed building sites will be safe from flooding. B. The areas of special flood hazard identified by the Federal Insurance Administration in a scientific and engineering report entitled "The Flood Insurance Study of the City of Tigard," dated September 1, 1981, with accompanying Flood Insurance Maps (updated February 1984) is hereby adopted by reference and declared to be a part of this chapter. This Flood Insurance Study is on file at the Tigard Civic Center. C. When base flood elevation data has not been provided in accordance with Subsection 18.84.026. B., the Director shall obtain, review and reasonably utilize any base flood elevation and floodveay data available from a federal, state or other source, in order to administer Subsections 18.84.026.M and N). D. Where elevation data is not available either through the Flood Insurance Study or from another authoritative source, applications for building permits shall be reviewed to assure that proposed construction will be reasonably safe from flooding. The test of reasonableness is a local judgment and includes use of historical data, high water marks, photographs of past flooding, etc., where available. Failure to elevate at least two feet above grade in these sensitive land areas may result in higher insurance rates. E. All new construction and substantial improvements, including manufactured homes, shall be constructed with materials and utility equipment resistant to flood damage. F. All new construction and substantial improvements, including manufactured homes, shall be constructed using methods and practices that minimize flood damage. G. Electrical, heating, ventilation, plumbing, and air - conditioning equipment and other service facilities shall be designed and /or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. H. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the system. I. All new construction, all manufactured homes and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure. J. New and replacement sanitary sewerage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharge from the systems into floodwaters. K. On -site water disposal systems shall be located to avoid impairment to them or contamination from them during flooding. L. Residential Construction 1. New construction and substantial improvement of any residential structure, including manufactured homes, shall have the lowest floor, including the basement, elevated at least one foot above base flood elevation. 18 -84 -5 Rev. 01 /24/95 TIGARD MUNICIPAL CODE 2. Fully enclosed areas below the lowest floor that are subject to flooding are prohibited, or shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must either be certified by a registered professional engineer or architect, or must meet or exceed the following minimum criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided; b. The bottom of all openings shall be no higher than one foot above grade; and c. Openings may be equipped with screens, louvers, or other coverings or devices, provided that they permit the automatic entry and exit of flood waters. 3. Manufactured homes shall be securely anchored to an adequately anchored permanent foundation system. Anchoring methods may include, but are not limited to, use of over -the -top or frame ties to ground anchors. M. Nonresidential Construction New construction and substantial improvement of any commercial, industrial, or other nonresidential structure shall either have the lowest floor, including basement, elevated to the level of the base flood elevation, or together with attendant utility and sanitary facilities, shall: 1. Be floodproofed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water; 2. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; 3. Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting provisions of this subsection based on their development and /or review of the structural design, specifications and plans. Such certifications shall . be provided to the Building Official as set forth in Subsection 18.84.025.B; and 4. Nonresidential structures that are elevated, not floodproofed, must meet the same standards for space below the lowest floor as described in 18.84.026.L.2. Applicants floodproofing nonresidential buildings shall be notified that flood insurance premiums will be based on rates that are one foot below the floodproofed level (e.g., a building constructed to the base flood level will be rated as one foot below that level). N. Subdivisions and partitions in the 100 -year floodplain shall meet the following criteria: 1. The design shall minimize the potential for flood damage; 2. Public utilities and facilities such as sewer, gas, electrical, and water systems shall be located and constructed so as to minimize flood damage; 3. Adequate drainage shall be provided to reduce exposure to flood damage; and 4. For subdivisions or partitions which contain more than 50 lots or 5 acres and where base flood elevation data is not available from FEMA or another authoritative source, the applicant shall generate base flood elevation data to be reviewed as part of the application. (Ord. 95 -03; Ord. 94 -05; Ord. 93 -33; Ord. 89 -06; Ord. 87- 66; Ord. 87 -32) 18 -84 -6 Rev. 01/24/95 TIGARD MUNICIPAL CODE 18.84.028 General Provisions for Wetlands. A. Wetland regulations apply to those areas meeting the definition of wetland in Chapter 18.26 of the Community Development Code, areas meeting Division of State Lands wetland criteria and to land adjacent to and within 25 feet of a wetland. Wetland locations may include but are not limited to those areas identified as wetlands in "Wetland Inventory and Assessment for the City of Tigard, Oregon," Scientific Resources Incorporated, 1990. B. Precise boundaries may vary from those shown on wetland maps; specific delineation of wetland boundaries may be necessary. Wetland delineation will be done by qualified professionals at the applicant's expense. (Ord. 90 -29) 18.84.030 Expiration of Approval: Standards for Extension of Time. A. Approval of a sensitive lands permit shall be void if: 1. Substantial construction of the approved plan has not begun within a one - and - one -half year period; or 2. Construction on the site is a departure from the approved plan. B. The Director shall, upon written request by the applicant and payment of the required fee, grant an extension of the approval period not to exceed one year, provided that: 1. No changes are made on the original plan as approved by the approval authority; 2. The applicant can show intent of initiating construction of the site within the one year extension period; and 3. There have been no changes to the applicable Comprehensive Plan policies and ordinance provisions on which the approval was based. C. Notice of the decision shall be provided to the applicant. The Director's decision may be appealed by the applicant as provided by Subsection 18.32.310.A. (Ord. 90-41; Ord. 89 -06; Ord. 87 -66; Ord. 87 -32; Ord. 83 -52) 18.84.040 Approval Standards. A. The appropriate approval authority shall approve or approve with conditions an application request within the 100 -year floodplain in Subsections 18.84.015 B. and E. based upon findings that all of the following criteria have been satisfied: 1. Land form alterations shall preserve or enhance the floodplain storage function and maintenance of the zero -foot rise floodway shall not result in any encroachments, including fill, new construction, substantial improvements and other development unless certified by a registered professional engineer that the encroachment will not result in any increase in flood levels during the base flood discharge; 2. Land form alterations or developments within the 100 -year floodplain shall be allowed only in areas designated as commercial or industrial on the comprehensive plan land use map, except that alterations or developments associated with community recreation uses, utilities, or public support facilities as defined in Chapter 18.42 of the Community Development Code shall be allowed in areas designated residential subject to applicable zoning standards; 3. Where a land form alteration or development is permitted to occur within the floodplain it will not result in an . inc -ease in the water surface elevation of the 100 -year flood; 4. The land form alteration or development plan includes a pedestrian/bicycle pathway in accordance with the adopted pedestrian/bicycle pathway plan, unless the 18 -84 -7 Rev. 01 /24/95 TIGARD MUNICIPAL CODE construction of said pathway is deemed by the Hearings Officer as untimely; 5. The plans for the pedestrian /bicycle pathway indicate that no pathway will be below the elevation of an average annual flood; 6. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained; and 7. Where land form alterations and /or development are allowed within and adjacent to the 100 -year floodplain, the City shall require the 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 pathway within the floodplain in accordance with the adopted pedestrian /bicycle pathway plan. B. The appropriate approval authority shall approve or approve with conditions an application request for a sensitive lands permit on slopes of 25 percent or greater or unstable ground in Subsections 18.84.015 B. and D. 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; 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; 3. The structures are appropriately sited and designed to ensure structural stability and proper drainage of foundation and crawl space areas for development with any of the following soil conditions: wet /high water table; high shrink -swell capability; compressible /organic; and shallow depth -to- bedrock; and 4. Where natura! 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 18.100, Landscaping and Screening. C. The appropriate approval authority shall approve or approve with conditions an application request for a sensitive lands permit within drainageways in Subsections 18.84.015 B. and D. 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 the extent greater than that required for the use; 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; 3. The water flow capacity of the drainageway is not decreased; 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 18.100, Landscaping and Screening; 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. 6. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained. 18-84-8 Rev. 01 /24/95 MEMORANDUM CITY OF TIGARD, OREGON TO: Ed Wegner FROM: John Roy DATE: March 27, 1998 SUBJECT: Multi -Use Pavilion and Covered Picnic Shelter for Cook Park I have had several meetings with the advisory committee for the design of the multi use facility for Cook Park. The committee was comprised of Linda Tulito, Sharon Maroni, Larry Dawes, Steve Hueser, Bruce Ellis and myself. It was determined early on at the meetings that this facility would most likely not be used by Sharon Maroni, representing Broadway Rose, or Larry Dawes representing Tigard High School. This believe was expressed by them. Steve Hueser has expressed great interest in the community band having an opportunity to use such a facility. He is also of the opinion that the Clackamas Community Band, as well as others would be interested as well. Our recommendation (Steve Hueser's and mine) for this facility is as follows: a) Have the multi use facility be an Octagon Arched Pavilion with a cupola to give it character. b) It should be either 34 or 40 feet across (based on overall cost of the project). 34 ft. would be adequate but 40 ft. would give the band room to grow into over the coming years. My recommendation is 40 ft.. c) The floor would be concrete and either be flush to ground level or raised 18 inches to 3 feet above ground. We would like to pursue the possibility of bringing in some fill to create a tapered rise from the stage to about 30 inches to 3 feet from the stage at 100 feet out. This would create a bowl effect which would help to serve two purposes. First, to enhance the view and sound for the audience. Second, to create a slight delineation from that portion of the park from the playground area. To bring in fill dirt to create the bowl may require permits and mitigation of some other area of the park which I thought that we may be able to do with the other park expansion work. If we are not able to construct the bowl then we would want to raise the stage for better audience viewing pleasure. My recommendation is to bring in fill dirt and create the bowl affect. d) If we must go with a raised stage then we would want to face that portion of the concrete that is raised with either brick or stone so as to give the pavilion a more pleasant appearance. e) The pavilion would have removable weatherbeater closure panels that could be installed or removed dependent upon the type of use of the facility at the time. We thought that it would be advantageous to have the panels that could be installed when the community band or other band plays to direct the sound away from the nearby subdivisions and directed into the park more. 0 The support posts for the roof of the structure should be some type of pressure treated would rather than steel as the steel posts or beams would interfere with the sound. g) We will need to have both 220 and 110 electrical outlets in the pavilion and the picnic shelter. We would also recommend having lighting lighting installed under the roof of the pavilion. h) There should be a curtain drain installed around the pavilion and the picnic shelter to capture the surface water, expecially if we build the bowl. I) Water lines will need to be installed to both the pavilion and the picnic shelter. I have included a copy of a picture of what the pavilion would like except for a small modification that we would request of the manufacturer. The modification is to have one side of the roof have a gabled roof or dormer like roof to designate the front of the pavilion. This would face the bowl area. There are manufactured kits available (similar to the newer covered picnic shelter and perhaps the same manufacturer) that we would recommend purchasing and then have a local contractor perform the installation. The cost of a kit for a 40 ft. roof with cupola is approximately $28,000.00 and the cost of a 34 ft. roof with cupola is approximately $25,000.00, delivered. At this time I am in the process of attempting to obtain an approximate dollar amount for the concrete work. In regards to covered picnic shelter at the river front area of Cook Park I would recommend that we build one like the existing picnic shelter by the new restrooms. Engineering is currently in the process of surveying the site to determine size of shelter in relation to size of area where it is to be installed. Locating a shelter at the river front will require running underground electricity to the shelter. Water lines from the front of the park would also have to be installed underground to the shelter. The same vendor who supplies the kit for the pavilion could also provide the picnic shelter. The last picnic shelter cost approximately $50,000.00 installed. I would anticipate that this shelter would cost aound $60,000 to $65,000 installed. The shelter at the riverfront will require some drainage work. I will be working with Vannie Nguyen of the engineering department to draw up the bid specifications and contract bid documents if this recommendation is approved. It is our recommendation that both facilities go out to bid as one project with two phases. We believe that we would get a lower bid if all work is performed by one contractor. As more information becomes available I will keep you informed. I anticipate that we would have the preliminary engineering completed by the end of April, bid documents prepared and out to bid by the middle of June, bid award sometime around the end of July, project started about the middle of August, and the completion of both phases approximatley the middle of October. I have included a copy of Vannie's projection schedule for this project and a concept drawing of the pavilion itself. cc: Vannie Nguyen ROOF PLAN ( D "�,,,�1 im�l�I11I1►►i1111 Ii i IIM1111iI1'll'1IIII'IIII1I I[uIlIIIII[i111: 1 1111 1.'•. :1I I11111!i11[111411111 ,,.�����m... - rn, %. 1- iII ,ie■e�e� ®�. ®a�M a lr.`a..w.� Qs:a!At: '1∎ y � : fp's II:•• !411 % • ■ ,1i�� ®l��IM/�'FV/at!.., i •Ay 'i stlA ale, COMPOSITION SHINGLE ROOF GLULAM STRUCTURE WOOD RAILING SPLIT FACE CONCRETE BLOCK FLOOR PLAN 111 weginimirriTins I5_ I; J7-`0• 5k. extl.n.l /. E4::1 MStAlrell'M'• i. 0/11, 1 • r;4 sa SCALE 1 = 30' N 270 ETRE 4CEDAR CEDAR R 4CEDAR SCALE 1-- JD' COOK PARK c1•0 1 C3.o 3-4t;s4745 44.40v, a SLR 9y-0°07 MASTER PLAN IMP R 0 VEMJ TIGARD, OREGON - GAZEBO AND PICNIC SHELTER PHASE 1 VICINITY MAP BENCHMARK City of Tigard Benchmark #175 Elevation = 121.42 Tigard Vertical Network. Brass disc set in top of curb at the entrance to Cook Park parking lot. INDEX G1.0 COVER SHEET TS wr_g rn) DEC 2 9 1998 LIIS A1.0 GAZEBO — PLANS, ELEVATIONS, SECTIONS AND DETAILS A2.0 LOWER PICNIC SHELTER — PLANS, ELEVATIONS, SECTIONS AND DETAILS C1.0 SITE COMPOSITE UTILITY PLAN C2.0 GAZEBO — SITE GRADING AND DRAINAGE PLAN C 3.0 LOWER PICNIC SHELTER — SITE GRADING AND DRAINAGE PLAN E1.0 GAZEBO INSTALLATION — PARTIAL ELECTRIC PLAN E2.0 GAZEBO INSTALLATION — ELEVATION /FOUNDATION DETAILS E3.0 GAZEBO INSTALLATION — DETAILS E4.0 GAZEBO INSTALLATION — PANEL SCHEDULES E5.0 LOWER PICNIC SHELTER INSTALLATION — ROAD E6.0 LOWER PICNIC SHELTER INSTALLATION — PARTIAL ELECTRIC PLAN E7.0 LOWER PICNIC SHELTER INSTALLATION — ELECTRIC POWER PLAN E870 LOWER PICNIC SHELTER INSTALLATION — DETAILS GENERAL NOTES 1.0 All work shall conform to the applicable specifications, codes and requirements of the City of Tigard, the APWA, the Tigard Water District and the General and Special Specifications accompanying these drawings. It shall be the responsibility of the CONTRACTOR to discover and comply with all such requirements and obtain and pay for all permits required for work shown on these plans. 2.0 3.0 Any variation or alteration from these plans except minor field adjustments to meet existing conditions shall first be approved by the City's Project Manager. Any changes to these plans shall be documented on construction field prints and transmitted to Kampe Associates, Inc. within 3 business days. Notify City Inspector Matt Harrell or Mike White (639 -4171) 24 hours before initiating any work. KAMPE ASSOCIATES = E NESS CENT; - _ C „754 '... CPPER 80:NEE .- *SAC PORTLAt.L - 37224 (S I!, 52' -7277 • " ,AX � -" < -- -N� \O • .. :NC - - - • aV - NGNEE- __<��-..tA� ENCNEERAC • _4CAC E%O.NE"c..�� PRDECT 91 -012 DRAPING 900J2O5O OA T• 17/71/8 SCALD 1..5c' ORN htmr a o Or Km OPiEE1bIG PANAmT CAD CRAFTER COOK PARK IMPROVEMENTS GAZEBO & PICNIC SHELTER CITY OF TIGARD ENGINEERING DEPARTMENT OREGON .Pb to NPl RC •u+0. 0111010. NaU taaP w >, r. n•1 COVER SHEET TILE NO. DWG NAME: 98032COV.DWG SHEET G1.0 STANDARD RD. FERRULE 4 COVER ASSEMBLY FOR 4" PIPE. ATTACH . NICKEL BRASS SCORIATED COVER WITH VANDAL -PROOF SCREWS. I�I 5/16 "xl '4"x4 14" STAINLESS STEEL U •BOLT W/NUTS 4 PLATE O DETAIL G SCALE: 3" • 1' -0" / / / / / / / / • / / 8' -0" PRE -BUILT CUPOLA THRU BOLTS HEADER DOWNSPOUT STAGE FRONT ELEVATION SCALE: I/4 ".I' -0" 12' -3 kb" ARCH LAM. REMOVABLE PANELS, SEE SECTION "D" SIDE ELEVATION \`1 SCALE: V4 ".I' -0" 3 REMOVABLE PANELS. CENTER BETWEEN COLUMNS, SEE SECTION •D• FOR DETAILS — 21•y" STEEL RUNNER TRACK DRILL HOLES TO FIT OVER BOLTS. HEAVY DUTY FEMALE CONC. ANCHORS W/HEX HEAD BOLTS AND ALLEN HEAD SET SCREWS SECTION 9 REMOVABLE PANELS 48" WIDE STEEL PLATE W/VERT. SLOTTED HOLES • TOP THRU BOLTS 48 "w )(Ly" ROUGH SAUN CEDAR PLYW'D BOTH SIDES OF 24•" STEEL STUDS GALVANIZED STEEL CHANNEL SCALE: 3" • 1' -0" METAL ROOFING ON WOOD DECKING 17 c 3 REMOVABLE PANELS, CENTER BETWEEN COLUMNS, SEE SECTION "D" FOR DETAILS METAL GUTTER CEDAR FASCIA (A -1) 1c \X GABLE I a (A -I) ARCH LAM. CUPOLA / \ \ / 1`` \ i \ \ / ' /, V; \\ /? I \ \ / \=� - -\ I ARCH LAM_ .y. 36' -0' BACK OF COLUMN TO BACK OF COLUMN 40' 0" FRAMING PLAN 2' -0 3 REMOVABLE PANELS, CENTER BETWEEN COLUMNS, SEE SECTION "D" FOR DETAILS 4" MN. CONC. SLAB ANCHOR BOLTS la 1 a EXPANSION JOINT z STEEL CONNECTOR SCALE: 1/4 ".1' -0" 6.-113/16" 14' -10 3/16" FLOOR PLAN 42' -0" REBAR RUNNING CONT. FROM ANON. BOLT TO CORRES. ANCH. BOLT (NF) THICKENED SLAB DETAIL SCALE: 1/2"=1.-0" TYPICAL AT TIE BARS CNCNEERAIC DANACCD CITY OF TIGARD OREGON 'c LL1J OCROSS SECTION A REBAR CONCRETE PIER SCALE: 1/2"•1'-0" COOK PARK IMPROVEMENTS GAZEBO PLANS. ELEVATION. SECTIONS & DETAILS CM ORMRR DWG NAME: 98032A1.DWG METAL ROOFING ON WOOD DECK TEMPORARY 'X" BRACING. SEE NOTE I PICNIC SHELTER SIDE ELEVATION SCALE: 1/4" • I' -0• e 0i I 37' 0" J T 1 T T i I I $ 41 I 111 I I 1 I I I I i i 1 i 1 I I I i I i i I i i i I I I I I I 1 1 i i 1 i I I 1 i I i I o I I I 0 1 LAMINATED i i n i LOW PITCH i BEAMS 1 i 1 i I 1 i I I I I I I I i 1 1 1 1 I i i I I I I I I I I I 7-P.T. COL. I I 1 I i I 9' 11 Ie I J. I 0 O 8' 0" 8' 0" FRAMING PLAN 8' 0" 8' 0" EDGE OF ROOF SCALE: 1/4 ".I' -0" 2 PICNIC SHELTER FRONT ELEVATION SCALE: I/4 ".1' -0" OS 5. -9" 0 0 N, . _ _ 9' ,_ _ e 9' 6" 0 0 0 / \ \ \ / \ / X / \ \ \ / \ \ / \ / \ / X 1. / ^p TEMPORARY 'X" BRACING. SEE NOTE I PICNIC SHELTER SIDE ELEVATION SCALE: 1/4" • I' -0• e 0i I 37' 0" J T 1 T T i I I $ 41 I 111 I I 1 I I I I i i 1 i 1 I I I i I i i I i i i I I I I I I 1 1 i i 1 i I I 1 i I i I o I I I 0 1 LAMINATED i i n i LOW PITCH i BEAMS 1 i 1 i I 1 i I I I I I I I i 1 1 1 1 I i i I I I I I I I I I 7-P.T. COL. I I 1 I i I 9' 11 Ie I J. I 0 O 8' 0" 8' 0" FRAMING PLAN 8' 0" 8' 0" EDGE OF ROOF SCALE: 1/4 ".I' -0" 2 PICNIC SHELTER FRONT ELEVATION SCALE: I/4 ".1' -0" OS 5. -9" 0 0 4' -0" P.T. COLUMN PION C TABLES, NOT IN CONTRACT 0 0 04 E ANCHORS, Q. SEE DET. C./AI DOILNSPOUT (D5) 06 4 SPACES 0 8' -0" = 32' -0" FLOOR PLAN 4' 0 "] SCALE: 1/4"•I'-0" FNO,EOMC 11141.140ER CAD ~TEA NOTE: 1. THIS PICNIC STRUCTURE WILL BE UNDER WATER DURING A ROOD. ESTIMATED FLOW VELOCITY IS 12 FT/S. ALL PORTIONS CF THE STRUCTURE MUST BE ABLE TO WITH- STAND ALL FORCES FROM THE FLOOD. TEMPORARY 'X" BRACING WILL BE USED. METAL ROOFING ON WOOD DECKING 12 •. 3 METAL GUTTER LOW PITCH LAM. BEAM D5 ROOF LINE CONC. SLAB BARBECUE W/2 -2•• GALV. STEEL LEGS. FURNISHED BY GAINER INSTALLED BY CONTRACTOR. EXPANSION JOINT 4" MN. CONC. SLAB gip\ CITY OF TIGARD OREGON /EDAR FASCIA STEEL CONNECTOR r.T. COLUMN STEEL CONNECTOR ANCHOR BOLTS REBAR •1. • a •I • 1 • —Ty • •'1 •• 1 • • •1 • 1 • 1 .� 1• 1 • I • 1 • 1 I CONC. PIER TYPICAL CROSS SECTION SCALE: 3/4" " F-0" COOK PARK IMPROVEMENTS LOWER PICNIC SHELTER PLANS. ELEVATIONS & SECTION ENGINEERING DEPARTMENT tam sm.,. lq Mr; SW. my fl I.c Y1 -7417 FILE NO. DWG NAME: 98032A2.0WG SHEET A2.0 9' 9' 6" e 9' 6" 0 0 0 TABI 8 R 4' -0" P.T. COLUMN PION C TABLES, NOT IN CONTRACT 0 0 04 E ANCHORS, Q. SEE DET. C./AI DOILNSPOUT (D5) 06 4 SPACES 0 8' -0" = 32' -0" FLOOR PLAN 4' 0 "] SCALE: 1/4"•I'-0" FNO,EOMC 11141.140ER CAD ~TEA NOTE: 1. THIS PICNIC STRUCTURE WILL BE UNDER WATER DURING A ROOD. ESTIMATED FLOW VELOCITY IS 12 FT/S. ALL PORTIONS CF THE STRUCTURE MUST BE ABLE TO WITH- STAND ALL FORCES FROM THE FLOOD. TEMPORARY 'X" BRACING WILL BE USED. METAL ROOFING ON WOOD DECKING 12 •. 3 METAL GUTTER LOW PITCH LAM. BEAM D5 ROOF LINE CONC. SLAB BARBECUE W/2 -2•• GALV. STEEL LEGS. FURNISHED BY GAINER INSTALLED BY CONTRACTOR. EXPANSION JOINT 4" MN. CONC. SLAB gip\ CITY OF TIGARD OREGON /EDAR FASCIA STEEL CONNECTOR r.T. COLUMN STEEL CONNECTOR ANCHOR BOLTS REBAR •1. • a •I • 1 • —Ty • •'1 •• 1 • • •1 • 1 • 1 .� 1• 1 • I • 1 • 1 I CONC. PIER TYPICAL CROSS SECTION SCALE: 3/4" " F-0" COOK PARK IMPROVEMENTS LOWER PICNIC SHELTER PLANS. ELEVATIONS & SECTION ENGINEERING DEPARTMENT tam sm.,. lq Mr; SW. my fl I.c Y1 -7417 FILE NO. DWG NAME: 98032A2.0WG SHEET A2.0 0: \PROJECT \P \98032 \98032d.dwg Wed Dec 23 16:18:52 1998 PRT A V. rig 7Y, IOCEOL Ftda -- -- -- -- -- -- -- -- -- -- -.Y 6s 20' w0( SAM/MY WWI EAS[AENr /(R OOG aG E51s1NC YAINTERAMC( ButDANG N 7 LJV ORWXRIG !GUNTUR oRwRjt a FaRrtI * • WORT FEID M L.F. PVC CONECr TO POE i ODIR III PONT 1.515 LE PVC 901. f FEASTILE INVERT NEW WATERLINE ARCl1NO EXIST. PAKIIENT OR PROYIOE 25 Lr. r PVC SLEEK U Ts C TOO - r WATER 00 : / / / .: / r imam W8/311. CO\CR YIN. TYP. TRENCH 8ECT10N N.T.S. E%15TNC PLAY // . // TIP. IRRIGATION / / CONTROL VALVE •R ETEC. PANEL STRUCTURE AREA. /2''1; CONNECT TO 51ST. / / WATERLINE N TALL / / 1 1/4'X1 1/ X r TEE / /, 1 1 /4' X J' ADAPTER�/�q.'% A C. mew wAY • . Y ELEC. CONDUIT W/ .Tr COVER YIN. SEE STE COYPOSIT unurr PLAN P05 OuANOTY OF CONDUIT TO BE INSTALLED .nnar CONTRACTOR SHALL NOT DAYAGE YAJOR TREE ROOTS 51111 WATERLINE- CONDUIT TRENCH r r(ASIRLL OVERT NEW WAWGL1[- CONDUIT MOUND OOSt. PAVEMENT OR PROVO( 26 LT. r PVC SLLLK 2 gol 9F OMO'OZfO96 0 " 0 so CD m n O > O TC Dj m� O ▪ < rM r Zm z V/ w SPEED GRAPHIC SCALE 50 0 25 50 too 1 Inch = 50 fl. awrl CAP r WATERLINE INSTALL (I) I' CONDUIT !ROM POINT A TO 1 IL[■ 111ANSFDRNER NO PAD 11 POE 1.595 LF. - r WATER PVC SC11. 10 INSTALL (3) Y CONOLXTS PROM PONT S TO C SAS r CONDUIT FOR ruiuso RENT100YS • A. • .:t AU 11 A. awry SO AL Am (A1SIINO WETLANDS IL O• r .CONDUIT 121.0 LI. 1' WIOE CONC. 90EWAU( t % at V / / i- // 9DEMAlIE. PROPOSED .•. PICNIC • SKIMP POSTS TNT - _ 1 CONTROL N. I • 'VALVE TY►. - Lj SPORT COURT I 1 r - - - -I `GC Glair 11 I F. - 1' WATERLINE PVC CLASS 200 W /3/4' SRLCOOC AT PICNIC SMELTER NANIIFACTUIED IY UMW VALVE MODEL T -5.111 SAN .. 01.t.4,44 I!NE // 10P LW DANN •aEARO (rw. )I 1,� Iii. ' ,J 010-1 •S M#1.'' T V V ` J G ` vLs 1 • . 1OP Qf !TANK 0: \PROJECT \P• \98032 \98032d.dwg fr-••••4\\ .ELM t j •••• GC RELOCATE CONTROL VALVE 1SY OTHERS hp A. VANE PROD DERN REHM (2 EA.) a 119 10 WY STRUCTURE AREA \N NEW ELEC. COPOUt - - PROPOSED GAZEBO FRED . „ 1E 111.00 1,50.STrESTELAIN02: 7.09 =AMMO (TMAAE) • osies Aitt■ • my. • • FIELD ,.. _TO 4, 11 , E 115 RENEW IREES (3 EA.) NEW C CENG SIDEWAUC - 21 ” - 1• STORM ORM L54.00. 1•0.0211 • • O. .GC ----- *NOW E•116.52 •••., / , • ..f.;:4?,,:-...i. t . ,' , . \.: ••/..:'-.•••.• t ,- .:...-:....,...;.-'...:..:::‘•4•:••-•:,...- • ... , .`,. • .,; -,... .:•,..;,...-:*.......,f.....;...,,,...,i,,...1...:. , I. ...,. /•-• ; .., - ;;;"..-.. ..%..• ::z. , .....--- • .:.•••:, , • PARR AREA • AbbOCIA I LS g• BuSiNESS CENTER - SulL3iNG C S4 SW. UPPER BOONES FERRY ROAD PORTLAND, OREGON 97224 573) 624-7277 • (800 45E-5719 FAX (503, 624-737C •,..= • .AND Si.irivEYiN.; • C E7G,N44;. \G LAL ENGENEERING • RAILROAD ENGINEERING — 06/ MALL C •• 116.00 PRCPOSE0 Olin-ALL ORARIS IWO EXIST. °RAMAGE C6 TCH GRAPHIC SCALE 20 0 10 20 0 - 40 1 inch - 20 ft.. NOM. CONSTRUCTED BERM TO RE COMP AC TED PER AAS11 TO 1-99 EXCEPT UNDER CONC SLABS. P A AJON SEE PLAN MALXMAY SECTION A-A 10.3. CONC 90EwALK CONC -- CRUSHED ROCK r 5C#0 A RECOMPACTIO SIAGRAOC TYP. CONC. SIDEWALK SECTION N. ES. N.T.S. PROJEC 98-0-17 RAPING 980.120 1 0.41r I 2/23/98 SCALE: rmar DVIN Or PRI 010 tht- INONETANG RANKER CAD OAK TER CITY OF TIGARD OREGON COOK PARK IMPROVEMENTS GAZEBO SITE GRADING AND DRAINAGE PLAN ENGINEERING DEPARTMENT CMS Al OWL S.. 1 . MN 911 9:rg 7., F. M GTno, PILE NO. DWG NAME: 118032().0WG SHEET C2.0 D: \PROJECT \P \98032 \98032d.dwg 36' CLEAR :2 SPOT FAQ GM.U. no 5. PLAN VIEW SECTION A -A TRANSFORMER PAD • era r MtwsE - -e•,Ew 6' DDNG •SDEWALR a06 • td 60° S `.1 Raaufr nor/ . er.OndRS ' . PROPOSEQ• y, a PI'NIC. SHE,LTER : -: S6.64 ,LS. ... 4- RAN ORAW • DRAM TROL PT /21 / .4 NEW TRANSFORMER ANO PAO By POE 1://4' NIOI SPLIT FACE GLIM. SCREEN WALL SEE DETAIL ABOVE N 2 CONDUIT \ • OSTS `{L CLEANOOT (.114.56- ,03 • ,• -•y . 'L /2" ------ TGP or uric BOLLARD (Tv? )- - - - _ - - - - ASKETBALL POLE 1 14 I r PROPOSED - _ ORM,AOE _ - BIOSYAIF 4)3- -11„4.rtv- NIGH WA CLASS 100 OU TALL -RAP CLASS 100 W WALL P'5, it* rrgge` G 1, L Ti GRAPHIC SCALE 0 10 20 40 KAMI't Ab UCIATES PAC'RUST BUSINESS CENTER - UUILCING C 16154 S.N. UPPER BOGNES ,ERRY ROAD PORTLAND. OREGON ?7224 ;503) 62A -7277 • (800. 45E-9719 FAR (503; 67E-737C Pr'4NNG • LANG SURVE "ING • CIVIL ENGNEERING STRL;CTL:RAL ENGINEERING • R. LRCAD ENGINEERING rR Lrr. 111-•0.8 DRAM* SEWN GAIL 12/2! 411 SCALD 1%20. OW fl ART OIO SR MM ENO.cauc MANAGER CAO ORKTER CITY OF TIGARD OREGON COOK PARK IMPROVEMENTS LOWER PICNIC SHELTER SITE GRADING AND DRAINAGE PLAN ENGINEERING DEPARTMENT .27 is NMM lb RUM; MUM 21232 FAX MS) 7217 FILE NO. DWG NAME: 960320.DWG SHEET C3.0 A N I --E (E PANELBOARDS (2)200A MAIN 120/240V sr sr O O O N)1 "PVC 1II 1000 OCU GND I G G 441i4440,0, (N)1'PVC O 1 1 6#10CU #tOCU GND RIGID CONDUIT STUB —UP 1CTURE AREA 12" CURB �L1L771N0 aural( 1nn11 1 EIMAT "' 007/121•10 IMwm fin COWICR O CITY OF TIGARD D1EC011 GENERAL NOTES A REFER TO DWG E0.1 FOR GENERAL NOTES. B ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V PANEL SHALL BE CFCI RATED. KEYED NOTES 1 PROVIDE AND INSTALL (7) NEW 1P -20A, 120V GFIC CIRCUIT BREAKERS IN THE EXST1NG PARK PANELBOARD. MATCH SAME TYPE AND RATING OF EXISTING BREAKERS. 2 PROVIDE AND INSTALL (2) 1" CONDUIT FROM THE EXISTING PARK PANEL TO THE NEW GAZEBO STRUCTURE PER THE LAYOUT DRAWING FOR THE UGHTS AND POWER PLANS. 3 ALL CONDUIT STUB —UP FROM THE SLAB TO BE RIGID CONDUIT. LEGEND CONDUIT S1U8 —UP PANEL/METER COMBINATION 120V 1I,20A.NEMA 5 -20R CE RECEPTACLE 2400V IT,20A NEMA 6 -20R JUNCTION BOX, J —BOX GROUND R00 Undrgrode Electrical Conduit COOK PARK IMPROVEMENTS GAZEBO INSTALLATION PARTIAL ELECTRICAL PLAN 0 ENCA EIIMNC DEPARaa TMENT FILE NO. 11130 uauw� �a•"�m M � NOME: 11130E1.0 SHEET E1.0 BACK a' COLUMN TO BACK Of COLUMN 40-0' GAZEBO UGIITING PLAN SCALE: I14•• 1'.0' GAZEBO POWER PLAN 3C#1 I/4• -1.-0' C avir.tuao TIMM LEGEND CONDUIT STUB —UP PANEL/NUM COMBINATION 120V 14,20AA,,NEMA 5 -20R REC&PTACIE RE COPTACLE NA 6 -20R JUNCTION BOX, J —Box GROUND ROD Undryrod. EI.ctnool Conduit snamowe wawa* eJW He•W11 0 All GENERAL NOTES A REFER TO DWG E0.1 FOR GENERAL NOTES. B ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V PANEL SHALL BE GFCI RATED. KEYED NOTES I . PROVIDE AND INSTALL 120V. 20A WMTMII(M(OOr RE(ErTACLE5 IN LOCATKOS SHOWM. CIRCUIT AS 5110NM. 2. PROVIDE AND INSTALL (2) 6 Lr, 120V, 2 (]CT. TRACK UGHTNG SYSTEMS. URIONIA 11T4451.. If2DL. AND TM STRAIGHT RED CONNECTOR rOM) THE TRACK LIGHTING SY5Trm WIT)1 UTHOMA /TAI PEED CANOPY. SECURE THE TRACK SYSTEM TO GA2EBO STRUCTURE AS REQUIRED TO MAINTAIN A MINIMUM Or 10{• ABOVE r)NI51ED FLOOR 3. PROVIDE AND INSTALL WHEW 250W PAN36 SPOT INCANDESCENT rDD RCS. UTHONIA /TP3S& WITH ADJUSTABLE BARN DOORS. UTHONIA 5040. MOUNT (4) rDRURLS PER G lP Or TRACK UGHTING. 4. PROVIDE AND INSTALL (4) NEW WEAmat PROOr 120V, 20A, UNE RATED LIGHT 5W1101E5 IN LOCATIONS SHOWN. STYLE-0 ROOF EDGE 2'X6'545 CEDAR FASCIA 0 STAGE UGMS 5• X LAM. 5.Y.I. ARCH C.C.A. .40 RET. (NY.bf.* fl1 moor GORG9 CONDU OUGHT SWITCH FOR STAGE LIGHTING CONTROL 41 46' API% (N)GhIC RECEPTACLE A 16'Arr (4) 3/4'0X IS' ANCHOR BOLTS (Nr) BACK OF STEEL BASE SHOE (N)PVC CONOUIT CITY OF TIGARD mom 04 STIRRUPS, I'-6• 0 2' VECr. O.C. (Nry c °La J Ho- It 644 BARS (NM 24'0 CONC. PIER (Nr) eCROSS SECTION SCALE: I12• -1.4' COOK PARK IMPROVEMENTS GAZEBO INSTALLATION ELEVATION/FOUNDATION DETAILS EIONEDtl40 OEPARTIENT wu rm. am. m.. WO ne Z. ...w FllE NO. seI DWG NAME 'JOT 50f2.0 SHEET E2.0 3x3 WIREWAY 2 3 4 5 6 7 8 9 (E MAIM BKR PANEL (E)CFIC RECEPTACLES BEHIND COVER II 12 'C FOR UGHT1N4 <4-C FOR POWER 13 (E)200A MAIN PANEL 14 2 3 3x3 WIREHAY 5 6 7 8 9 (E)GFIC RECEPTACLES BEHIND COVER (E�ACKBOARO -� (E)GFIC RECEPTACLES W/ ACCESS MEETER BASE (,E) ENCLOSURE EXISTING POWER DISTRIBUTION ELEVATION FOR BAND STAGE NOT TO SCALE (6 EXISTING INCOMING POWER ELEVATION NOT TO SCALE E02 IY LTINIGB 2543 917.6it-DIM4FA/may x I0O7i 9$7I ,.ao ai01.0171 CITY OF TIGARD OREOON COOK PARK IMPROVEMENTS GAZEBO INSTALLATION DETAILS O/QNEERING OEP ARTM€NT Uia as nAa a. lama ®m a,m COMM nm g:2 FILE NO. i!I G'NG NAME: S 3.0 SHEET E3.0 PANEL I20V/240 VOLT 3 PHASE 4 WIRE 200 AMPERE MAIN AMPERE BUS FED FROM: LOCATION: LEFT SIDE MOUNTING: LOAD: KVA AMPERES CIO N0 KVA LOAD LOAD DESCRIPTION ounErs arcyCZ a Sec ovum LOAD DESCRIPTION KVA LOAD o r N5 UNE A LINE 8 UNE C ROC ��� TRW. •8C i ■ROM U16 UNE A UNE 8 UNE C 1 X.X 1P -264 1 20111 20 1 1P -20A X.X 2 3 X.X 1P -20A III 1P-20A X.X 4 5 X.X P -20A III/ 1I /I 1P -20A X.X 6 7 1 1P -20A 1„ IP -20A 8 9 1P -20A III 1P -20A 10 11 1P -20A ", 1P -20A 12 13 SPACE III SPACE 14 15 1P -20A III 1P-20A 16 17 1P -20A 1111 1111 IP 18 19 1P -20A III 1P -20A 20 21 1111 1111 22 23 RECEPTACLES 1 20111 1111 24 25 RECEPTACLES 1 20 .. 26 27 RECEPTACLES 1 20 !!! 28 29 LIGHTS 1 20 111 30 31 UGHTS 1 20 1111 32 33 UGHTS 1 20 III III 34 35 UGHTS 1 20111 1111 36 37 III 38 39 III 40 41 42 SUB - TOTALS NOTES: LINE TOTALS: ICI. ADDER: TOTAL KVA TOTAL KVA LOAD: I 1:71w.o►1=1n suL71,n+ca Einicumaseums N6t6 ]p T,V, N�" 1]66 I�pryti OIF.0011 9100/ PANEL 120V/240 VOLT 3 PHASE 4 WIRE 200 AMPERE MAIN AMPERE BUS FED FROM: LOCATION: RIGHT SIDE MOUNTING: LOAD: KVA AMPERES OR ma KVA LOAD LOAD DESCRIPTION BREAKER BUS ovum LOAD DESCRIPTION KVA LOAD cxr NG UNE A UNE 8 LINE C ROC Vr�ua TRW. •8C r9p UNE A LINE B UNE C 1 X.X 1P -20A 1 20111120 1 1P -20A X.X 2 3 X.X 1P -20A 1P -20A X.X 4 5 X.X 1P -20A III/ 1I /I IP -20A X.X 6 7 1P -2OA 111, 1P -20A 8 9 9 1P -20A 1111 1P -20A 10 1 1 1P - I111 2P -30 12 13 2P_50 5O 11:11 SPACE 14 15 16 17 SPACE 1111 1111 SPACE 18 19 SPACE SPACE 20 1 1111 1111 22 23 1111 24 25 28 1111 28 29 1111 30 31 1111 32 33 34 35 1111 36 7 38 39 1111 1111 40 41 42 SUB- TOTALS NOTES: UNE TOTALS: LCL AMER: TOTAL KVA TOTAL KVA LOAD: Ossetia. ba1412/11 CITY OF TIGARD OREGON COOK PARK IMPROVEMENTS GAZEBO INSTALLATION PANEL SCHEDULES ENGINEERING DEPARTMENT aa an 1161. � nm FRE NO 9!150 DWG NAME SI50E4.0 SHEET E4.0 Mcnitheumo L.-1 TINO f rti t�e.e (,;..-nwdw}�"i$siii°.iu rrw GENERAL NOTES A REFER TO ONG E0.I FOR GENERAL NOTES. KEYED NOTES 1 COORDINATE WITH PGE FOR CONNECTION TO THE EXISTING PGE POWER VAULT. ALL PRIMARY OVERCURRENT PROTECTION BY POE COORDINATE WITH BRIAN mOOIRE AT THE PGE NILSONVILLE BRANCH (503)570 -4406. REFER TO PGE JOB /64112 2 FROM THAND ISTIN POE POWERVVAULLTD TO T THE NEN LONER PARK 75 KVA TRANSFORMER PAD. INSTALL NYLON PULL STRING FOR FUTURE USE. 3 PROVIDE AND INSTALL (N) 2' PVC CONDUIT FROM A NEN PULL 80X II00 TO THE NEN PULL BOX /101 LOCATED NEAR THE LONER PARK TRANSFORMER. INSTALL NYLON PULL STRING FOR FUTURE USE. 4 PROVIDE AND INSTALL (N) l' PVC CONDUIT FROM THE PULL BOX #101 TO LOCATION SHOWN FOR FUTURE RESTROOM. 5 PROVIDE ANO INSTALL (N) 2' PVC CONDUIT SLEEVE AND CAP FOR FUTURE USE. LEGEND CITY OF TIGARD OREGON CONDUIT STUB —UP PANEL/METER COMBINATION 120V,10,20A,NEMA 5 -20R RECEPTACLE 240V I0,20A,NEMA 6-208 RECEPTACLE JUNCTION BOX, J —BOX GROUND ROO Undergrode Electrical Conduit -E COOK PARK IMPROVEMENTS LOWER PICINIC SHELTER INSTALLATION ROAD ENGINEERING DEPARTMENT LIM a m an M.o. m nu9 nin FILE NO. sal DWG NMAE $51 O$3.0 E5.0 N NEW TRANSFORMER AND PAD BY POE W /4' HIGH SPOT FACE C.M.U. SCREEN WALL SEE DETAIL (N). 800LF N PRIMARY FEED BY PGE E- Y 2'PVC, (3)3/0 CV, O3 GND I "PVC ® / NEW 6' CONC. SIDE WALK 4013 5"51 KEYED NOTES GENERAL NOTES A REFER TO DWG EaI FOR GENERAL NOTES. 8 ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V PANEL SHALL BE GFCI RATED. L2" CONDUIT I 1 PARTIAL SHELTER POWER PLAN NO 0 SCA GC G BOLLARD (TYP.) O ASKETBALL POLE 7.P VC METER SECTION (N)RIGIDCONDUIT STUP -UPS (TYP.) I -PVC L 200A 240/120V PANEL TRANSFORMER PAD NOT TO SCALE yl % N� ,-JL p� ply Mamammiscus —ffla i1R ANC 176.Y6µ61]6 I,M CMU WALL REFER TO LANDSCAPE ARCHITECT 011701n..6 r,w„oer COO Catvrtot CITY OF TIGARD ORED011 I COORDINATE WITH POE FOR CONNECTICN TO THE EXISTING PGE POWER VAULT. ALL POROADRINY ERWICTH R RBNIT A ROOTOECE T BTHY WILSONVILLE BRANCH (503)570 -4406, REFER TO PGE JOB #64112. 2 COORDINATE WITH PGE FOR CONDUIT STUB -UPS. ALL STUB -UPS TO BE RCS. REFER TO LAYOUT PLAN FOR LOCATION AND GRADE OF TRANSFORMER PAD. 3 PROVIDE AND INSTALL (N)2' PVC CONDUIT FROM THE TRANSFCRMER PAO TO THE NEW METER ENCLOSURE 4 PROVIDE AND INSTALL I) NEW CO14MERCIAL SINGLE PHASE, 3 -WIRE 200A RATED 120/240V NEMA 3R METER BREAKER PANELS WITH 32 1RCUI'S. TYPE CUTLER HAMMER CAT #111182032405 OR EQUAL METER BY PGE. PROIVIDE A 80A MAIN BREAKER. 5 ADJUST THE BURIAL DEPTH OF PARK POWER CONDUIT TO ACCOMMODATE CHANGE IN SITE GRADING FOR PARK. COORDINATE WITH LANDSCAPE ARCHITECT. 6 PROVIDE AND INSTALL (ND-PVC CQNOUIT FROM THE NEW 200A PANEL LOCATION STUB TO 4 BEYOND THE WALL CAP ENO OF CONDUIT AND MARK LOCATION FOR FUTURE USE. 7 PROVIDE AND INSTAJ.L A BARE 4" CCU GROUNDING ELECTRODE. MEANSTOFAEXO0THERMICCI MELDING PROCESS. BY LEGEND CONDUIT STUB —UP PANEL /METER COMBINATION 120V 10,20A.NEMA 5 -20R RECEPTACLE 240V 10,20A,NEMA 6-208 RECEISTACLE JUNCTION BOX, J —BOX GROUND ROD Under9rade Electncal Conduit ABBREVIATION FF FINISHED FLOOR WP WEATHER PROOF COOK PARK IMPROVEMENTS LOWER PICNIC SHELTER INSTALLATION PARTIAL ELECTRICAL PLAN ENCINEETONG OEP ARTUQ T r as wu ar 6•gu 6612,24 nd 7.1177. 11.110,01 ALE NO. 9!150 oMG NAME 93150E6.0 SHEET E6.0 PVC 05 POWER RECEPTACLE FLOOR PLAN 5CALE: )/4•- I'-0• 05 ROOF UNE CONC. SLAB CARCAGUE WI2 -2 - GAIN. STEEL I PC..5. PURNI5HID BY OWNER. INSTALL BY CONTRACTOR C ow. ao (ciwesse .. TIrNO Mmamommomm X 8• COLUMN C.C.A. TREATED .40 RECEPTACLE (TIT.) J-150X U 3J4•0 X 15• ANCTIOR CCLT5 (NP) RG5 CONDUIT PVC (D) #4 CARS (Nr) I. i � 2'd• m CONC. F ICA (Nr) • I - r.�ryH r 1. L1 • • I. .1 1 =y i 1 04 STIRRUPS, I'G•0. 12' VERT. O.C. (Nil • T1• • • • - DIMENSIONS TO SUIT LOCAL COD[9 GENERAL NOTES A REFER TO ONO EO.I FOR GENERAL NOTES. B ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V PANEL SHALL BE GFCI RATED. KEYED NOTES RER IL ItN18.1AOypSy ' s48q 4 'WEATHERPROOF LEGEND CONOU(T STUB -UP PANEL/METER COMBINATION I 20V 10,20A NEMA 5 -20R RECEPTACLE 240V IC,20A,NEMA 6 -294 EJS RECTACL£ JUNCTION BOX. J -BOX GROUND ROD Underyrade Electrical Conduit TYPICAL RECEPTACLE DETAIL L.P.B. CROSS SECTION eomwo rNUaa ca csn.v1e1 CITY OF TIGARD C EIDO. 5CALE: 3/4• -I'4• COOK PARK IMPROVEMENTS LOWER PICNC SHELTER INSTALLATION ELECTTiC.AL POWER PLAAA ENI NfFRING OEPARTNENT FRF NO. gel IMAM OM. VMS, ONC NAME 90 50[7.0 SHEET E7.0 / 1 WP Y a all 7 q 0 0 0 TACLE ANCHORS, 8 REC. 5EE CET. CJA I , I \ PICNIC CNIC TABLES. COLUMN N • 1lLCONIKA CT A / i� _� U I 13 O 15 Tea 5 O 4 4.-0 4'-0• WWK9POUT (D5) 557 4 5PACu ®8' 0P - 32-0• POWER RECEPTACLE FLOOR PLAN 5CALE: )/4•- I'-0• 05 ROOF UNE CONC. SLAB CARCAGUE WI2 -2 - GAIN. STEEL I PC..5. PURNI5HID BY OWNER. INSTALL BY CONTRACTOR C ow. ao (ciwesse .. TIrNO Mmamommomm X 8• COLUMN C.C.A. TREATED .40 RECEPTACLE (TIT.) J-150X U 3J4•0 X 15• ANCTIOR CCLT5 (NP) RG5 CONDUIT PVC (D) #4 CARS (Nr) I. i � 2'd• m CONC. F ICA (Nr) • I - r.�ryH r 1. L1 • • I. .1 1 =y i 1 04 STIRRUPS, I'G•0. 12' VERT. O.C. (Nil • T1• • • • - DIMENSIONS TO SUIT LOCAL COD[9 GENERAL NOTES A REFER TO ONO EO.I FOR GENERAL NOTES. B ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V PANEL SHALL BE GFCI RATED. KEYED NOTES RER IL ItN18.1AOypSy ' s48q 4 'WEATHERPROOF LEGEND CONOU(T STUB -UP PANEL/METER COMBINATION I 20V 10,20A NEMA 5 -20R RECEPTACLE 240V IC,20A,NEMA 6 -294 EJS RECTACL£ JUNCTION BOX. J -BOX GROUND ROD Underyrade Electrical Conduit TYPICAL RECEPTACLE DETAIL L.P.B. CROSS SECTION eomwo rNUaa ca csn.v1e1 CITY OF TIGARD C EIDO. 5CALE: 3/4• -I'4• COOK PARK IMPROVEMENTS LOWER PICNC SHELTER INSTALLATION ELECTTiC.AL POWER PLAAA ENI NfFRING OEPARTNENT FRF NO. gel IMAM OM. VMS, ONC NAME 90 50[7.0 SHEET E7.0 PULL BOX 101)PB 2" PVC FOR FUTURE USE PULL BOX 10 ! PB 2" PVC WIRE BY PG 2" 3 #3/0 CU I#6 CU G (E) PGE POWER VAULT (N) 15 KVA 7200V-240/120V Z% 3% AVAILABLE FAULT =2.1 KAIC ) 80A MAIN BREAKER I 200A, 240/120V, 13744 20A GFIC 3110 C (TYP. ) 20A 20A 20A 1) 20A 1\ 1P IP 1 IF 1 /130A 1 2P 20A 1 20A GFIC GFIC GFIC GFIC ) GFIC GFIC •� GFIC / GFIC I GFIC RECEPT. RECEPT. LOAD LOAD i POWER RECEPTACLE ONELINE NTs [ow.o►sav ConatauLT7na M Pr I RESTROOM RESTROOM FUTURE RESTROOM RESTROOM FUTURE CITY OF TIGARD OREOO+ COOK PARK IMPROVEMENTS LOWER PICNIC SHELTER INSTALLATION DErAL sir 0.4014WORNCOMWAIENT WM um MCA FILE N4 9[5 DWG NAME: SHEET E8.0