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91-100072JYOF ■ 33530 1ST WAY SOUTH • FEDERAL WAY, WASHINGTON 98003 June 17, 1991 FILE Mr. Kurt Jensen Commercial Design Architects 4230 - 198th Street S.W. Lynnwood, WA 98036 RE: WEST CAMPUS PLAZA RETAIL CENTER: APPLICATION NO. SPR-91-0001 Dear Mr. Jensen: The City's Community Development Review Committee has completed a review of the above referenced project. This Committee includes representatives from the Water and Sewer District, Fire District, School District, Police Department and City Planning, Building and Engineering Departments. The following is a summary of issues and comments discussed at our meeting. Please review these comments and provide the appropriate response or information as outlined below. For your convenience, I have listed comments under categories of site plan application information, code requirements, design requirements, and SEPA review. Where appropriate, I have noted pertinent ordinance sections. Site Plan APRlication Information The following items are required to be submitted with the site plan: 1. As required by section 4(b) of the settlement agreement, the City must process your proposed site plan in accordance with Chapter 145, Process I, of the Federal Way Zoning Code (FWZC). Therefore, you will need to submit an additional fee of $500.00 for processing this request. 2. As submitted, the site plan does not fully comply with buffer requirements along S.W. Campus Drive, 1st Avenue South and the north boundary of the developed commercial site (also refer to item 2, code requirements). If you will be proposing a modification to the required buffer standard, a formal written request must be submitted addressing decisional criteria outlined in section 90.25.9, FWZC. The fee for this type of modification is based on actual staff time plus 30 % benefits and 25 % overhead, which will be billed for payment prior to final approval. 3. It is not clear if the estimated impervious coverage of the site includes or excludes the two -acre park site. If the park site was included in this calculation, please indicate the estimated impervious area calculated within the park site. An overall size and percentage breakdown of building area, parking area and other impervious areas would be helpful. In accordance with section 2.F(iii) of the Concomitant Zoning Agreement, pervious area within the park site can be credited to the commercial site based on the exhibit B or an adopted Master Plan for the Panther Lake Park and Recreation Area. Based on exhibit B of the settlement agreement, The Parks Department estimates that approximately 23,020 square feet of impervious area would be constructed within the park area. Mr. Kurt Jensen June 17, 1991 Page 2 4. All site plan drawings are required to be stamped by a licensed individual (i.e. architect, landscape architect, civil engineer, or surveyor). A complete set of stamped drawings must be provided prior to final approval of the project. 5. A maximum 11 by 17 inch reduction of any revised full size plan sheets must be provided. 6. All boundary lines of the commercial and park site must be dimensioned on the site plan. 7. A survey of significant trees within the off -site surface water detention construction area must be provided. A plan showing which on -site and off -site significant trees will be removed and retained must be provided, including a breakdown of the total number of trees and the number of trees to be removed. A minimum of 25 percent of the significant trees within the developed areas must be retained or replaced. 8. Indicate all existing or proposed easements (i.e. park site; surface water facilities). 9. Provide plan views of all exterior mechanical equipment. 10. Provide a description of all exterior building materials and colors. 11. Identify the location of recycling facilities for the complex. 12. Provide an exterior lighting plan showing a typical lighting standard and lighting patterns. 13. Provide a conceptual dimensioned detail of all exterior signs. 14. Provide elevations for the proposed bank building. The design of all buildings within the complex should be similar or complimentary to the elevations of the principal commercial building. 15. The signatures of all persons with ownership interest in the property is required either on the application for or on an attached signature page. Code Requirements The following are requirements of City codes which have not been addressed in the proposed site design: 1. Provide a dimensioned modulation detail for all buildings subject to modulation requirements of section 45.45, note #4, FWZC. 2. A buffering standard Type 1 fifty foot wide planted buffer is required along S.W. Campus Drive and separating the commercial site from the northerly two -acre park site and baseball fields. A buffering standard Type 2 twenty -foot wide planted buffer is required along 1st Avenue South (chart 90-1, FWZC). Also refer to item #2, site plan application information, regarding any proposal for modifying these requirements. Unless a modification is improved, only perpendicular driveways and sidewalks are permitted within required buffers (90.25.10, FWZC). 2 Mr. Kurt Jensen June 17, 1991 Page 3 A number of parking stalls and driving aisles are not designed to minimum requirements of the City's 'Minimum Parking Space and Aisle Dimensions' chart (enclosed). For all parking which is not designed at 90 degrees, indicate the angle in degrees. This information is needed to determine the proper dimensional requirements. Twenty-five percent of the total parking stalls may be compact (105.60, FWZC). Compact stalls may be designed one foot less in width than the standard stall width you select. 4. A planter is required at the end of each parking row. Planters must be the same size as adjacent stalls and must be planted with a tree and ground cover (105.70.1, FWZC. 5. A six inch high vertical concrete curb is required surrounding all parking and driveway areas (105.75.1 FWZC). 6. A minimum five-foot wide sidewalk is required between all buildings and parking areas. In addition, a sidewalk is required between every other row of parking spaces (105.75.2, FWZC). 7. All exterior lighting must be designed in accordance with section 115.85, FWZC. 8. All rooftop appurtenances must be screened in accordance with section 115.120, FWZC. 9. As submitted, the site boundaries do not match our current records for this property's boundaries. It is not clear if the boundaries indicated on the site plan were established through a recent King County boundary line adjustment, or are proposed to be modified through the City's boundary line adjustment process. Please clarify this discrepancy. 10. Additional vegetation will be required along the front and side building facades (90.20.2.c., FWZC). 11. The 1990 King County Surface Water Design Manual will apply to this project. All Core Requirements and applicable Special Requirements of the manual need to be addressed. Based on historic trend, future runoff control from the combined outlet of the Panther Lake and 1st Avenue sub - basins shall continue to be limited to 25.3 cubic feet per second for a 25 year storm. Flows for other storm frequencies as required by the Manual shall be appropriately proportioned with 100 year releases based on the design intent of Panther Lake and pre -developed conditions of the 1st Avenue sub -basin. The surface water analysis provided for the project is deficient in the following areas: 1) The proposed plan calls for routing of runoff from the "south sub -basin" of the 1st Avenue sub - basin to a detention vault (vault #1) under the proposed parking lot on the site. Controlled runoff is released into a pipe tied to the culverts under S.W. Campus Drive. The plan calls for widening of S.W. Campus Drive and 1st Avenue South which will result in over 20,000 square feet of additional impervious area being created. Per Core Requirement #4 of the design manual, runoff from this area must be routed through a biofiltration swale for treatment prior to release from the site. The current plan by-passes the proposed biofiltration swale. Dilution with treated water is not an acceptable method of addressing treatment. Mr. Kurt Jensen June 17, 1991 Page 4 2) The proposed plan indicates development of paved area in excess of five acres on the site. The traffic impact analysis for West Campus Plaza states that the anticipated daily one-way trip generation onto the site will be 4,150 (8,300 driveway trips). Per Special Requirement #6 of the design manual, the thresholds of five acres of paved area and trip generation of 2,500 per day are exceeded for the site. As such, all runoff from the site must be directed through a coalescing plate oil/water separator prior to entry into the detention facilities. The current plan does not provide for this facility. 3) A biofiltration swale is provided along the west boundary of the site. Water from the northerly detention ponds, overflow from Panther Lake and releases from vault #2 are shown to be conveyed by this swale to the discharge point from the site. The swale is preliminarily designed to treat the two year flow and convey the 100 year discharge from these facilities. A rock wall is located along the east side of the swale. This rock wall serves as a side wall of the swale and will be subject to erosive powers of runoff conveyed through this swale. A high potential exists for wall failure if constructed as proposed. An alternative must be provided with less potential for failure. Also refer to item #4, design requirements. 12. I have enclosed a copy of the Building Department's and Fire District's pre -development comments. These memorandums provide additional submittal, site and structural design requirements related to the building permit process. Of particular note is that handicapped parking stalls have not been designed in accordance with required design specifications. 13. Water and sewer utilities are provided by the Federal Way Water and Sewer District. Any questions related to these utility services should be directed to Rick Gilmore at 941-1516. The District has indicated that a developer extension agreement will be required for construction of on -site sewer and water facilities. In addition, there are charges in lieu of assessment owing to the district for the water main in 1st Avenue South. Design Requirements The following is a list of items which are required to be addressed in the design of the site: The City has not yet adopted a master plan for the Panther Lake Park and Recreation Area. Until this master plan is adopted, exhibit B of the settlement agreement will guide development of the two acre park site. Jenny Schroder, Supervisor of Parks Maintenance and Operations, has expressed an interest in coordinating some of the park improvements with the construction of your site. I would encourage you to contact Ms. Schroder at your convenience at 661-4042 to discuss this in more detail. 2. Architectural treatment of all rear and end building facades visible to the general public must be provided. Treatment of these areas should be comparable to the front and side building elevations. A cross section detail of the proposed drainage swale is needed. Any swale facility along a street frontage will be required to be constructed with low side slopes, and designed as an amenity of the commercial site. 4 Mr. Kurt Jensen June 17, 1991 Page 5 Any surface water improvements within the two acre park site will be coordinated with Jenny Schroder of the Parks Department for compatibility with future park improvements. I would encourage you to contact Ms. Schroder at 661-4042 to discuss this design in more detail. 4. All rooftop equipment must be architecturally screened from view along 1st Avenue South due to the high visibility of the site from this street. Provide an appropriate detail of how this will be accomplished. 5. Northerly off -site surface water pond and swale facilities are located within a developing park site. Any surface water facilities located in this area will be required to be designed to be safe for the public (i.e. minimum side slopes and shallow water depth) and to be aesthetically attractive. All facilities must be designed to preclude the need for security fencing. All disturbed areas will be required to be landscaped. Some facilities may need to be screened, buffered, or enhanced with additional plantings. 6. A retaining wall is proposed to be constructed along 1st Avenue South, up to nineteen feet in height. I would like you to explore some alternative retaining wall designs for those portions of the wall which are visible from off -site, or from on -site public vantage. Other alternatives might include a two-tier retaining structure of rock or concrete to minimize the height of any single wall structure. The off -set tiers could be landscaped to break up the appearance of the wall. Any manmade retaining wall (i.e. concrete) should include patterns, textures and colors to blend with the site. 7. The following are design requirements related to street improvements: 1) Both S.W. Campus Drive and 1st Avenue South are required to be widened to sixty feet in width (curb to curb) along the entire project frontage. Both streets will include a six-foot wide (minimum) planter between the sidewalk and curb, eight -foot wide sidewalks on the project side of the streets and raised landscaped medians where practical, as determined by the Public Works Director. Existing five-foot wide sidewalks may be retained on the far sides of both streets; however, if they are removed to facilitate road widening, they shall be replaced with eight -foot wide sidewalks. In order to modify other street requirements of the zoning code, a formal written request must be submitted addressing decisional criteria outlined in section 110.60, FWZC. The fee for this type of modification is based on actual staff time plus 30 % benefits and 25 % overhead, which will be billed for payment prior to final approval. 2) When relocating the lighting system, the conduit system shall be designed to have sufficient space to allow the addition of a traffic signal interconnect cable. 3) The proposed driveway onto S.W. Campus Drive nearest the 1st Avenue South intersection shall be channelized to allow traffic to enter the site, but eliminate exiting traffic due to limited sight distance and proximity to 1st Avenue South. 4) The proposed driveway onto S.W. Campus Drive at the southwest comer of the site shall be channelized to prohibit traffic from crossing S.W. Campus Drive to or from the opposite private road. In addition, traffic exiting the site shall have channelization requiring right turns only. The proposed driveway onto S.W. Campus Drive in the northwest comer of the site shall be realigned 5 Mr. Kurt Jensen June 17, 1991 Page 6 to provide an intersection angle of 90 degrees. In addition, the access using this driveway shall either he dedicated and constructed to City street standards, or else configured/relocated to minimize cut -through traffic potential between 1st Avenue South and S.W. Campus Drive. A potential location for this driveway would be in the middle of the site, approximately 400 feet south of the proposed location. 5) Offset commercial driveways are required to be separated by 150 feet on both sides of the street. The proposed driveway onto 1st Avenue South in the northeast comer of the site is closer to the adjacent school driveway than the 150 feet minimum spacing allowed. This driveway must either be relocated to achieve the minimum spacing, or the adjacent driveway relocated opposite the proposed driveway. In addition, this driveway will contribute a significant number of site generated trips (including 136 in the PM peak hour) which will cross the adjacent school crosswalk. The addition of these trips will significantly increase the risk to school children since there are fewer available gaps and turning traffic from the site will have limited awareness of school crossing activity. Relocation of the school crosswalk to the north side of this driveway intersection and signalizing the intersection will be required to mitigate the effect of this commercial access. Signalization shall also include interconnection with the adjacent South 348th Street traffic signal, and upgrading of the controller at that location to current standards to allow interconnection. 6) The proposed bank pad drive through entrance is too close to S.W. Campus Drive. Relocate or reconfigure the bank traffic flow to separate it from S.W. Campus Drive by a minimum of 100 feet. 7) Sidewalks on at least one side of each driveway shall be provided from the public sidewalks leading into the site. These sidewalks shall continue into the site to connect to the various buildings with a minimum of vehicle crossings. In addition, because of the anticipated walking path of school children, a sidewalk shall be required along the north side of the 1st Avenue South driveway extended or connected to a walkway/path constructed near the north site boundary directly connecting this sidewalk to S.W. Campus Drive. 8) Guardrail or jersey barrier will be required along the retaining wall sections of 1st Avenue South to prevent vehicles from going over the proposed retaining wall. 9) The use of medians as depicted in the northwest driveway onto S.W. Campus Drive will require a minimum twenty -foot paved driveway dimension to meet fire lane requirements. 10) Provision shall be made for legal public access (i.e. easement) through the development to the park land dedicated at the north portion of the property. Mr. Kurt Jensen June 17, 1991 Page 7 SEPA Review The following are comments related to the environmental checklist prepared for the proposed development. Each comment is referenced to the appropriate environmental checklist section. General Comments: The copy of the checklist document you submitted is cut off on the left margin. When you resubmit the checklist, please make sure all of the text is copied. This checklist provides information which is not consistent with the previous non -project rezone checklist. For example, sections La. and Lb. do not consistently describe the slope of the site. Please compare this checklist with the previous checklist to be sure that each response is accurate. A. Background 9. A process I approval is pending for this project. 10. Additional permits and approvals required for the proposed development include construction permits and Process I approval. There is no requirement for approving a "binding site plan" as indicated. B. Environmental Elements Ld. There has been some erosion of soils along the drainage swale. Please indicate on the revised checklist. 3.a.1. The previous stream and wetland study must be attached to the checklist and referenced in this section. Issues regarding these surface water systems must continue to be addressed through this project action analysis. 3.a.2. The response to this question should be directly related to your response under 3.a.1. 3.b.2. This site is designated by the City's Comprehensive Plan Aquifer Map as having a high and medium infiltration rating potential to the Redondo Milton Channel Aquifer. An analysis of -potential impacts and mitigation related to ground water recharge and ground water contamination must be provided. 4.b. This section should reference the significant tree survey prepared for on -site and off -site construction areas, including a final count of existing trees and the number of trees which will be removed from the site and off -site surface water facility areas. 8.e. The response to this item must be changed to reflect the recent rezone of the site. The zoning is now BC (Community Business) district, subject to the terms of the settlement agreement and concomitant zoning agreement. 8.f. The current Comprehensive Plan designation for the site is Business, not Commercial. 8.1. This response should discuss compliance with terms of the zoning and agreements in place at the time of issuance of this decision (i.e. BC District; settlement agreement and concomitant zoning agreement). These Mr. Kurt Jensen June 17, 1991 Page 8 agreements will be attached to the checklist as information. 12. This section should reference conditions and responsibilities required by the settlement agreement and concomitant zoning agreement regarding your set aside of park land, contribution to the park's design, and contribution to the park's development. 14. Tim Miller, Traffic Engineer, has identified some preliminary measures for mitigation of impacts identified in the traffic study. If you have questions regarding these mitigation measures, please contact Mr. Miller at 661-4133. Please be advised that no further action will be taken on this matter until the above items are addressed. Once you have addressed these items, the information will be rescheduled for review by the committee. If you have any questions, please give me a call at 661-4108. Sincerely, /z && Greg Fewins Senior Planner Enclosures: Minimum Parking Space and Aisle Dimensions Building Department Comments Fire Department Comments c: Community Development Review Committee Sandra Driscoll, City Attorney Richard Burrell, Western Securities, Inc. d1:epr-0001.wp 8 CITY OF Pry 33530 1ST WAY SOUTH • September 17, 1991 Mr. Richard Burrell Western Securities (WA) Limited 1000 Second Avenue, 37th Floor Seattle, WA 98104 RE: WEST CAMPUS RETAIL PLAZA Dear Mr. Burrell: BILE FEDERAL WAY, WASHINGTON 98003 In a recent conversation with Philip Keightley, he indicated that you had some questions regarding the required buffer along the north edge of the West Campus Retail Plaza site. The following responds to each of your questions as I understand them. 1. When you are required to deed park property as part of a commercial development, can the park property act as required buffer area to separate the uses? A fifty -foot buffer is required between the commercial site and the adjoining park site which is to be set aside. Land within the park cannot be used to provide the buffer required between these uses. This requirement is clearly identified in Section 90.25.4 of the Federal Way Zoning Code (FWZC), and does not require any special interpretation. The City currently has no plans to modify this section of the code. Section 90.25.9, FWZC, provides a process to request a modification to buffer requirements. Decisional criteria requires agreement by adjoining property owners and special circumstances related to topography and/or view or sunlight. 2. Can the off -site surface water detention pond area be used as a buffer between the commercial development and the adjoining baseball complex to the north? An on -site fifty -foot buffer is required between the commercial site and the adjoining baseball complex. The off -site surface water detention pond area cannot be used to provide the buffer required between these uses since it is not on -site. All required buffers must be located on the site for which it is required to be provided. Mr. Richard Burrell September 17, 1991 Page 2 3. How can the northerly buffer be minimized to accommodate the proposed northerly driveway? Driveways are only permitted to cross a required buffer to reach a street. A driveway cannot be designed to run parallel within a buffer area, thereby eliminating the buffer. Either the proposed driveway or buffer would have to be shifted to meet current buffer requirements. Section 90.25.9, FWZC, provides a process to request a modification to buffer requirements. Decisional criteria requires agreement by adjoining property owners and special circumstances related to topography and/or view or sunlight. If you have any further questions regarding these issues, please give me a call at 661- 4108. Sincerely, A P�Z� Greg Fewins Senior Planner c: Gregory Moore, Land Use Manager Philip Keightley, Public Works Director a2:westsee.wp Skip Holman, President CAMPUS ESTATES HOMEOWNER'S ASSOCIATION c/o The Quadrant Corporation P.O. Box 130 Bellevue, WA 98009 July 25,1991 Mr. Greg Fewins CITY OF FEDERAL WAY 331132 - 28th Avenue South P.O. Box 8057 Federal Way, WA 98003-8057 RE: Widening of Southwest Campus Drive/Commercial Project at Southwest Campus Drive and First Avenue South Dear Mr. Fewins: A meeting of the Campus Estates Homeowner's Association Board of Directors was held on July 10, 1991. At that meeting, the Board of Directors considered the proposal of Western Securities to decrease the size of a buffer along Southwest Campus Drive between parking at the commercial development at First Avenue South and Southwest Campus Drive and the northern boundary of Southwest Campus Drive. As owner of the property adjacent to the proposed commercial development, the Campus Estates Homeowner's Association Board has no objection to the reduction in the size of the buffer from 50 feet to 10 feet. It was determined by the Board that, due to the topography differences between the properties, this change would have no significant impact on Campus Estates across Southwest Campus Drive from the project. Sincerely, CAMPUS ESTATES HOMEOWNER'S ASSOCIATION S ip Holman President SH:ri Enclosure City of Federal Way MEMORANDUM Date: June 10; 1991 To: Greg Fewins, Senior Planner From: '(Tim Miller, Traffic Engineer Subject: Western Securities West Campus Plaza Traffic Impact I have reviewed the Traffic Impact Analysis and the proposed site plan for the subject project. The following are frontage improvements required by Federal Way codes: Widen Campus Drive to 60' wide (curb to curb) along entire project frontage. Widen 1st Avenue S to 60' wide (curb to curb) along entire project frontage. Both of these street widenings will include a planter strip (6' wide minimum) between the sidewalk and curb, 8' wide sidewalks on the project side of these streets and raised landscaped medians where practical as determined by the Public Works Director. Existing 5' wide sidewalks may be retained on the far sides of both streets, however if they are removed to facilitate the road widening, they shall be replaced with 8' wide sidewalks. When the lighting system is relocated, the conduit system shall be designed to have sufficient space to allow the addition of a traffic signal interconnect cable. The proposed driveway onto Campus Drive nearest the 1st Avenue S intersection shall be channelized to allow traffic to enter the site, but eliminate exiting traffic due to limited sight distance and proximity to 1st Avenue. The proposed driveway onto Campus Drive at the SW corner of the site shall be channelized to prohibit traffic from crossing Campus Drive to or from the opposite private road. In addition, traffic exiting the site shall have channelization requiring right turns only. The proposed driveway onto Campus Drive at the NW corner of the site shall be realigned to provide an intersection angle of 90 degrees. In addition, the access using this driveway shall either be dedicated and constructed to City street standards, or else configured/relocated to minimize the cut -through traffic potential between 1st Avenue S and Campus Drive. A potential location for this driveway would be at the approximate middle of the site, approximately 400' south of the proposed location. The proposed driveway onto 1st Avenue S at the NE corner of the site is closer to the adjacent school driveway than the 150' minimum spacing allowed. This driveway must either be relocated to achieve the minimum spacing, or the adjacent driveway relocated opposite the proposed driveway. In addition, this driveway will contribute a significant number of site generated trips (including 136 in the PM peak hour) which will cross the adjacent school crosswalk. The addition of these trips will significantly increase the risk to school children since there will be fewer available gaps and turning traffic from the site will have limited awareness of school crossing activity. Relocation of the school crosswalk to the north side of this driveway intersection and signalizing the intersection will mitigate the effect of this commercial access, and shall be a condition of this development. Signalization shall also include interconnection with the adjacent S 348th Street traffic signal, and upgrading of the controller at that location to current standards to allow interconnection. The proposed bank pad drive through entrance is too close to Campus Drive. Relocate/reconfigure the bank traffic flow to separate it from Campus Drive by 100' . Sidewalks on at least one side of each driveway shall be provided from the public sidewalks leading into the site. These sidewalks shall continue into the site to connect to the various buildings with a minimum of vehicle crossings. In addition, because of the anticipated walking path of school children, a sidewalk shall be required along the north side of the 1st Avenue S driveway, and it shall be extended or connected to a walkway/path constructed near the north site boundary directly connecting this sidewalk to Campus Drive. Guardrail or Jersey barrier will be required along the retaining wall sections of 1st Avenue S to prevent errant vehicles going over the wall. The use of medians as depicted in the NW driveway onto Campus Drive will require a 20' =dimension to meet fire lane requirements. �►+1�Nc- 4U1%- J" Provision shall be made for legal public access (easement) through the development to the park land dedicated at the north portion of the property. The following requirements should be included as off -site mitigation measures: The proponent shall contribute a pro -rats share of $39,200 to widen SW Campus Drive between the project and 7th Avenue SW. This is equivalent to 7.3 % of the project cost, and is calculated by the ratio of net increase in PM peak hour trips due to this development (152) divided by the 1992 projected volume without the project (2,095). The cost estimate for this project is $537,000. The proponent shall contribute a pro-rata share of $5,500 to widen S 336th Street approaches to SR 99 to 5 lanes and modify the traffic signal. This is equivalent to 1.5% of the project cost, and is calculated by the ratio of net increase in PM peak hour trips due to this development (18) divided by the 1992 projected volume on S 336th without the project (1,190). [1992 PM peak hour data for this link was estimated by projecting 4/4/91 data by one year using a 4%. annual growth factor.] The cost estimate for this project is $367,000. The proponent shall modify the traffic signal at 1st Way S and S 336th Street to convert it from protected left turn phasing to protected/permitted left turn phasing on the North and South approaches. This will improve level of service at this intersection from LOS E to LOS D. The proponent shall contribute a pro-rata share of $4,080 to signalize the intersection of SW 330th Street and 1st Avenue S. This is equivalent to 3.4% of the project cost and is calculated by the ratio of net increase in PM peak hour trips due to this development (84) divided by the 1992 projected volume without the project (2,455). The cost estimate for this project is $120, 000. The proponent shall enter into an agreement with the City of Federal Way to contribute a pro- rata share of a project on SR 18 (S 348th Street) to add a westbound HOV lane, realign the roadway, and modify traffic signals at SR 99 and at SR 161. The pro-rata share will be 0.3 % of the project cost and is calculated by the ratio of net increase in PM peak hour trips due to this development (14) divided by the 1992 projected volume without the project (4,500). [Site generated trips on this link were extrapolated from Figure 7 of the Traffic Impact Analysis as discussed with Marni Heffron of Transpo. The 1992 PM peak hour data for this link was estimated by projecting 12/13/90 data by two years using a 4% annual growth factor.] This will be a joint project with Federal Way, WSDOT and Metro. A detailed cost estimate for this project has not been determined at this time due to grant funding sources which will potentially reduce the matching costs. The agreement will include a "cost cap" clause to limit the contribution of the proponent to not exceed $3,000 which is based on a $1,000,000 project multiplied by the 0.3 % pro-rata share. The proponent shall contribute a pro-rata share of $12,400 to widen 1st Avenue S between S 348th Street and S 356th Street. This is equivalent to 1.7% of the project cost and is calculated by the ratio of net increase in PM peak hour trips due to this development (16) divided by the 1992 projected volume without the project (940). The cost estimate for this project is $729,000. From: TIM MILLER (PT). To: ME Date: Wednesday, June 12, 1991 4:24 pm Subject: West Campus Retail I need to clarify that the 20' dimension listed on the first page of my memo regarding medians on the NW driveway was intended to be the roadway width (curb to curb), not median width. I have attached a copy of the memo as a file to this E mail for your use. Files: I:\PW\PT\DOCUMENT\PTMWESTN.DOC MEMORANDUM Date: June 4, 1991 To: Greg Fewins Reviewed by: R. Miller � ,., T. Miller -rr- From: b `Ronald Garrow, P.E. ��J C . Roe�u�l Subject: West Campus Plaza, SEPA Review -Drainage A review has been conducted of the materials submitted to the City in response to our previous comments. These materials included the following: 1) Letter dated September 24, 1990 from TALASAEA to Mr. Randy Hamblin regarding characterization of the drainageway through the site. 2) Traffic Impact Analysis for West Campus Plaza dated January 8, 1991 from The TRANSPO Group, Inc. 3) Letter dated January 10, 1991 from DOWL Engineers to Cary Roe regarding West Campus drainage. 4) RID #91 drainage calculations. 5) Letter dated March 11, 1991 from DOWL Engineers to Cary Roe regarding conceptual drainage report. 6) Letter dated March 27, 1991 from DOWL Engineers to Cary Roe regarding conceptual drainage report. 7) Supporting hydrologic data for the conceptual drainage report. 8) Letter dated May 9, 1991 from DOWL Engineers to Cary Roe regarding West Campus Plaza drainage. 9) Redlined preliminary grading, drainage, and utility plan dated December 1990 and received at the City March 11, 1991. The above information provides a conceptual plan for handling the drainage of the 1st Avenue basin within which the site lies. The information addresses control of runoff from the site, the basin, and from Panther Lake. Much of the data is based on 1987 land use conditions in the Panther Lake drainage basin and flows from the lake as anticipated by King County basin planning staff. Historic data, as shown in the submitted information, establishes controlled runoff through the culverted drainage system under S.W. Campus Drive. Development of the maze detention pond limited flow to 25.3 cfs for a 25-year storm event. The RID #91 re -affirmed the level of controlled release when modifying therased and to accommodate construction of Southwest Campus Drive. on this historic trend, future runoff control from the combined outlet of Panther Lake and First Avenue basins shall continue to be limited to 25.3 cfs for the 25-year storm. Flows for other storm frequencies as required by the 1990 King County Design Surface Water manual shall be appropriately proportioned with 100-year releases based on the design intent of Panther Lake and pre -developed conditions of First Avenue Basin West Campus Plaza June 4, 1991 Page 2 With regard to SEPA, the proposal is deficient on the following issues: 1) The plan calls for the routing of runoff from the "south sub -basin" of the 1st Ave. drainage basin to a detention vault (vault #1) under the proposed parking lot on the site. Controlled runoff is released into a pipe tied to the culverts under SW Campus Dr. Plans call for the widening of SW Campus Drive and First Avenue South which will result in over 20,000 square feet of additional impervious area being created. Per Core Requirement #4 of the King County Surface Water Design Manual, runoff from this area must be routed through a biofiltration swale for treatment prior to release from the site. The current plan by-passes the proposed biofiltration swale. Dilution with treated water is not an acceptable method of addressing treatment. 2) The plans indicate the development of paved area in excess of 5 acres on the site. The traffic impact analysis for West Campus Plaza states that the anticipated daily one-way trip generation onto the site will be 4150 (8300 driveway trips). Per Special Requirement #6 of the King County Surface Water Design Manual, the thresholds of 5 acres of paved area and trip generation of 2500 per day are exceeded for the site. As such, all runoff from the site must be directed through a coalescing plate oil/water separator prior to entry into the detention facilities. The current plan does not provide for this facility. 3) A biofiltration swale is provided along the west boundary of the site. Water from the detention ponds to the north, overflow from Panther Lake, and releases from vault #2 are shown to be conveyed by this swale to the discharge point from the site. The swale is preliminarily designed to treat the 2-year flow and convey the 100- year discharge from these facilities. A rock wall is located along the east side of the swale. This rock wall serves as a side wall of the swale and will be subject to the erosive powers of the runoff conveyed through this swale. A high potential exists for wall failure if constructed as proposed. An alternative must be provided with less potential for failure. RG:meb CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEW COMMITTEE Memorandum DATE: January 16, 1991 TO: Tim Miller, Traffic Engineer Cary Roe, Surface Water Manager Bruce Lorentzen, Building Official Frank Atchley, Operations Lieutenant Gregory Brozek, Assistant to Fire Marshall Rick Gilmore, Federal Way Water and Sewer District Richard Lowe, Senior Project Engineer Jake Walker, Director of Planning & Facilities FROM: Department of Community Development PROJECT PLANNER: Greg F #ns, Senior Planner Phone: 661-4108 SUBJECT: WEST CAMPUS PLAZA RETAIL CENTER APPLICATION NO. SPR-91- 0001. ------------------------------------------------------------------ Submitted for your review is the attached application no. SPR-91- 0001. Owner: Quadrant Corporation / Western Securities Ltd. Agent: Commercial Design Architects, Kurt Jensen Location: Northwest corner of 1st Avenue South and S.W. 348th Street. SEPA: Project action environmental determination required. Proposal: Construct a 118,583 square foot retail complex. Please review the application and return any comments by Thursday. January 31. 1991. cc memo: Jennifer Schroder, Supervisor of M & O gfd2:spr91-l.wp 1 St 1f 3 �c c =.T -11 41 1�6 b' " u ti-o. 4 y 1 1# CITY OF FEDERAL WAY C,TY OF �:FD�-=RAL. WAY DEPARTMENT OF COMMUNITY DEVEMOPMENT BUIiD':: Tr. Di-- MASTER LAND USE APPLICATION Application Date \T0,7=mg,or ?9. loon Agent X Name of Applicant Commercial Design Architects Owner Address 4230 198th Street SW Signature Property Location Legal Description Ly=,rood, WA 98036 Phone 1] 1 2'200 �iW corner of SW Campus Dr. and 1st Ave. S. Kroll See attached sheet. Zone 1R5 9600 Currently being rezoned to Business Commercial. Project Descrinti On ' _ 118,583 SF anchored retail shopping center located on 1A acres in the City of Federal Tday. Tv�e o= _e=i' Rec_uired. SCPa Notice Sic:+ Checklist Mai led Board V Site P1 Review R R Jl Land Su__ace Modification R R !_ Boundary Line Adjustment Binding Site Plan R R R w Short Subdivision _ Subdivision R R R : Shoreline R R * k Variance R R R Conditional Use R R R Use - Process I R R _ Use - Process II R R R Use - Process III R R R Quasi -Judicial Rezone R R R ~_ Variance R R R Comm. Plan/Rezone R R Annexation R R R = Recured - * Go�icnai _ :;,�r C_tv - i 1 r ENVTRON1yfENTAL CHECKLIST 'urpose of Checklist: 1 he State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies :o consider the environmental impacts of a proposal before malting decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the 4uality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can oe done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about our proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowie-dge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional info=ation that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact Use of checklist for nonproject proposals: Complete this checklist for nouproject proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Nonproject Actions (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: West Campus Plaza 1 . Name of applicant: Commercial Design Architects i. Address and phone number of applicant and contact person: 4230 198th Street SW Attn:* Kurt Jensen Lynnwood, WA 98036- (206) 771-2300 1. Date checklist prepared: January 8, 1991 Agency requesting checklist - City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): Construction to begin at issuance of building permit. (Estimate 6-91 construction start and approximately 10 months for construction completion) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. As part of the 1600 acre West Campus development, there are approximately another 120 acres of vacant land designated for future development. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. in the last 18 years, several EIS and environmental checklists have been prepared in conjunction -dith r^_e development of West Campus. Most recently, in 1986, a grading permit (K.C. :12742-60) was granted to the site to receive 120,000 cubic yards of fill materials. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal'. If yes, explain. No 10. List any government approvals or permits that will be needed for your proposal, if known. Rezone Site Plan Review and Binding Site Plan approvals by the City of Federal Way. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Project to consist of construction of a 118,583 SF anchored neighborhood retail center withfour pads on a 14 acre site with a 1.91 acre water detention easement. A 2 acre recreation area will be included in the 14 acre total. L'. Lor=rion of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if knowua If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topogTap map, if reasonably available. While you 2 should submit any plans required by the agency, you are not required to duplicate -maps or detailed plans submitted with any permit applications related to this checklist_ -The site is 14.07 acres situated east of 1st Avenue South and north of SW 348th Street and is in the NE quarter of Section 19, Township 21 N, Range 4 E, W.M., King County. TO BE COMPLETED BY APPLICANT: �; /' • / a / 1. Earth a. General description of the site (circle one): mountainous, other. Flat, rolling,6�Dsteep slopes, b. What is the steepest slope on the site (approximate percent slope)? 25% EVALUATION FOR AGENCY USE ONLY c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you }mow the classification of agricultural soils, specify them and note any prime farmland. Except the existing detention pond and the area where fill material has been placed in the past, the entire site is classified Everett gravelly sandy Loam. This type of soil is used for timber, pasture, and urban development. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There is no visible evidence indicating any unstable soils on or in the adjacent area of the subject site. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of an. Approximately_ 50,000 cubic yards of fill materials will be placed on the site with the current proposed development plan. Fill materials will come from the excavation of the proposed detention pond to the North of the site. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Minor erosion could occur under severe rainstorm during construction. a. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Imoervious surfaces such as streets, sidewalks, parking lots and buildings will cover approximately 75% Of the entire site. 3 proposed measures to reduce or control erosion, or other impacts to the earth, any: 1. install temporary and permane^c detention and erosion control facilities per City standards. 2. Landscape or hydroseed all disturbed areas as soon as construction is complete. 1.7 What types of emissions to the air would result from the proposal (i.e-, dust, .utomobile, odors, industrial wood smoke) during construction and when the iroject is completed? If any, generally describe and give approximate quantities f known. Emissions associated with automobiles and construction activities the project; such as CO, SO4, NO, dust, etc. will result from ). Axe there any off -site sources of emissions or odor that may affect your )roposaP If so, generally describe. Odor from papermills located in Port of Tacoma industrial zone has been known to affect the Federal Way area from time to time. However, it is more a nuisance than a health concern. Proposed measures to reduce or control emissions or -other impacts to air, if tny- None. WATER Surface 1} Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal strums, saltwater, lakes, ponds, wetlands)'. Lf yes, des ribe type and pra•�ide names. lS appropriate, state wdat stream or river it flows into. Panther Lake appoximately 3000 feet to the North. In the southwest portion of the site is a 100 k 300' stormwater flows southeasterly via a 36" diameter metal pipe under SW 348th Wetland :r8. Z) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The project proposes to relocate the detention pond to the north, and the Little League ball park. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. detention pond which Street into Hyleboo between the site It -will take approximately 22,000 cubic yards of fill material to replace the existing detention pond. The fill material will come from the excavation of the proposed detention pond to the North. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and appmyamate quantities if known. No. S) Does the proposal lie within a 100-year Boodplain? if so, note location on the site plan. Other than the existing detention pond, no floodplan.will of the proposal. However, the site was flooded in early 1990 as a negligence - unauthorized alteration of the Panther Lake detention contractor while working on the ballfield construction. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. No. affect any part result of human system by the 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters. If so, describe. Imperv?r)l:s surfaces created will increase surface runoff quantities and rates on approximately75%• of the site. The site is part of Panther Lake downstream and the Hylebos Wetlan(l. 18 drainage basins. 2) Could waste materials enter ground or surface waters? If so, generally describe. Suspended soils and hydro -carbons associated with automobiles may potentially contaminate runoff waters. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: - To reduce the contaminants entering existing natural streams to a minimum, siltation and oil restriction controls and biofiltration swales will be constructed per City requirements. 4.P"ti-TS 5 Check or circle types of vegetation found on the site: desdduous tree:.6der, maple, aspen, other x eyexgreen tree' lir 4cedar pine, other - shrubs 7U1e of the site has been cLeared and graded under King County Permit �{ 1l-a-ss #2742-60, 1987-1989 pasture _ crop or grain _ ,wt soil plants. cattail, buttercup, bulirush, si.unk cabbage, other _ w2ter plants: water lily, eelgrass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? most of the existing trees located at the northwest corner of the site will be saved. All other vegetation has been removed during the previous grading. C. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New plants in conjunction with some existing firs in the northwest portion of the site will be incorporated into a landscape plan to soften the visual impacts the project might have on adjacent properties. i lanuscauiug. Will m3- the CLZ: Of led al tivaV J CVue CCuL,7 ce IC!!tJ for 5. A-`-EVIALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagl songbirds other. sparrow, warbler mammals: deer, bear, elk, beaver, other rabbit, chipmunk fish: bass, salmon, trout, herring, shellfish, other. b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No proposed measures to preserve or enhance wildlife, if any: New trees and shrubs in the proposed landscape area (approximately 25% of the entire site) will partially offset the loss of natural vegetation from the site. ENERGY AND NATURAL RESOURCES a.. What hinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating and electricity for cooling. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. tW-T c. What kinds of energy conservation features are included in the plans of this proposal'' List other proposed measures to reduce or control energy impacts, if any: rWill meet or exceed State of Washington Energy Code requirements. Grocery Store may utilize a heat reclaim system for heating and hot water. 7. ENVIRONMENTAL HFA,LTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Rn 1) Describe special emergency services that might be required - None . 2) proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) Seat types of noise exist in the area which may affect your project (for 6 ample: traffic, .equipment, operation, other)? None as proposed for a shopping center. Will impact the development if maintained as RS9600 single family due to 4 lane arterials on three sides of the site. What types and levels of Noise would be created by or associated with the -oject on a short-term or a long-term basis (for example. traMc, construction, >er✓ation, other)? Indicate what hours noise would come from the site. Short term: Construction equipment noise (7:OOam to S:OOpm) Long terra: Customer car and freight delivery truck noise and possible machanical a d rexri(eratian s tem eQui ment noise. R4 ho��s) r evel: tdelL eLow existLag tra L r.ozsepon YacL Lc Highway I�roposed measures to reduce or control noise impacts, if any: Short term (construction): None except normal construction hours Long term (retail businesses): Required landscaped buffers at residential zoning line and proper mechanical equipment selection and location. . I._�,ND AND SHORELINE USE What is the current use of the site and adjacent properties? Proposed property has never been developed. Adjacent properties: `nest: single family residential north: Little T,papiiP haGPhal.l field east: school/bank/aparc:nent south: apartments Has the site been used for agriculture? If so, describe. No. -b Desce any structures on the site - None. Will- any structures be demolished? If so, what? N/A - What is the current zoning classification of the site? RS 9500 Currently being rezoned to ems' � pf'Sm 0,4 T *v Tern rws or— iq, S i i s a--z:� /tom C �nrC err►�ITM T What is the current comprehensive plan designation of the site? Commercial g.. If applicable, what is the current shoreline master program designation of- the site? N/A M. 3. Has any part of the site been classified as an "environmentally sensitive" area? [f so, specify. The site has never been classified as Wetlands_ or Sensitive Areas, according to the Federal Way Community Plan, 1986. i. approximately how many people would reside or work in the completed project? reside: 0, work: approximately L00•. j. approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: N/A 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposed project will meet City of Federal Way's zoning requirements for this site. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: N/A 10. AFrS'I'=CS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? tallest height: + 35' exterior: CMU, wood, and brick 9 ._What views in the immediate vicinity would be altered or obstructed? None. Proposed measures to reduce or control -aesthetic impacts, if any: Proposed project will meet City of Federal iJay's zoning requirements. Building materials proposed will be compatable with the surrounding area such as brick masonry and wood. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking lot lighting and signs occuring during the night hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: Parking lot lighting will have "cut-off " diffusers installed that will decrease off -site glare. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? A baseball field is located to the north. The Aquatic Center is located to the northwest of the site. b. Would the proposed displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 10 .3. MSI'ORiC AND CULTURAL PRESERVATION L. Are there any places or objects listed on, or proposed for, nation, state, or local )reservation registers known to be on or next to the site? ]S so, generally describe. None. ). Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. N/A c. Proposed measures to reduce or control impacts, if any: N/A 14. TRANL SPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 1st Avenue South: 2 exit/entrance drives SW Campus Drive: 3 exit/entrance drives b. Is site currently served by public transit'. If not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? �543 stalls proposed, none eliminated of which 20 will be designated for the recreation area. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Sid Campus Drivewill be :widened to allow for a left turn lane. e. `ViIl the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. 11 -- How many vehicular trips per day would be generated by the completed project? f known., indicate when peak volumes would occur. Peak volumes will probably occur during the weekday drive home hours (5 to 7 pm) and during the afternoon on the weekends. 8300 trips/day. 680 PM peak hours. 42% would be pass -by trips 25% diverted from adjacent retail center . Proposed measures to reduce or control transportation impacts, if any: A traffic study will be conducted for this specific project and conditions and recommendation will be incorporated into the design. .5. PUBLIC SERVICES L. Would the project result in an increased need for public services (for example: ire protection, police protection, health care, schools, other)? If so, generally iescribe_ Fire and Police: May require more protection by fire and police although the project is well lit and secure at night and the major anchors will have fire sprinkler systems. ). Proposed measures to reduce or control direct impacts on public services, if any. See "a" above. L6. UI'IL.ITIES a. Circle utilities currently avallable at the site: electrici natural Q ,water, -efuse serric teiephon sanitary sewe , septic system, other. �. Describe the utilities that are proposed for the project, the utility providing the service, ant the general construction activities on the site or in the immediate vicinity which might be needed. The above circled utilijties will be provided by Puget Sound Power and Liaht, Uashington •iatural Gas, Federal Way Water/Sewer Services, Federal [day / R.S.T. Disposal Company, US 'lest Communications. Other than direct connections to these existing utilities, no significant off -site improvements are expected. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand --that the lead agency is relying on them to make its decision. 12 Signature; Date Submitted: August 3, 1990 13 i ■ RECEIVED WL AJE N G I NEER S A Division of DOWL, Incorporated January 10, 1991 W.O. #F40138 City of Federal Way City Hall 33530 1st Way South Federal Way, WA 98003 Attention: Mr. Jim Shanks Mr. Richard Lowe Subject: Conceptual Drainage Report West Campus Plaza Gentlemen: J A N 11 1991 CITY Or- Fw0[-:AAL WAY F3�1fLD'': D,-:,PT. This letter report serves as backup documentation for the preliminary grading and drainage plan submitted to the City for review and comment on the above referenced project. Due to the numerous problems present at the site and the complexity of the proposed improvements, we feel it necessary to provide the City with our drainage rationale to supplement the preliminary drawings. A complete Technical Information Report will be provided with construction drawings. GENERAL West Campus Plaza is a proposed shopping center facility located in the East half of Section 19 - 21 - 41 and at the northwest corner of the 1st Avenue South and S.W. Campus Drive intersection. The site is bordered by 1st Avenue on the east, by Campus Drive on the south and west, and by the Panther Lake ball fields and undeveloped land to the north. The site is some 14.07 acres in extent, sloping to the west. The site has been cleared and embankment has been placed in the past. The proposed development consists of a major supermarket and drugstore, attached ancillary shops, and four detached pads for a bank and restaurants. Due to the elevation difference from 1st Avenue west to Campus Drive a retaining wall some 6 to 19 feet in height is required. This wall runs north - south between 1st Avenue and the rear of the main building. Please refer to the preliminary grading, drainage and utility plan for further information on the site and proposed improvements. The applicability of the core and special requirements as pertaining to this project have been addressed in an attached summary. 500 SOUTH 336TH STREET, SUITE 201 • FEDERAL WAY • WASHINGTON • S8003-638S SEATTLE: 206 / 882-4771 TACOMA: 206 / S27-7850 tc EXISTING CONDITIONS+ There is an existing detention ponds located in the southwest corner of the site, which was reconstructed for the Campus Drive project (RID #91). The channel upstream of this detention pond is not considered to be a natural s1tream. This pond receives flow from the site proper as well as numerous offsite basins. These offsite basins will be referred to collectively as the north and south basins. The north basin (102.3 acres) drains southerly in the 1st Avenue storm drain to the northeast corner of the site, thence westerly to intercept the Panther Lake outfall line, and thence southerly through storm drain and open channel into the detention pond. The south basin (13.65 acres) consists of property to the west and east of the site draining via the Campus Drive storm drain directly into the detention-1 pond. The site (11.46 acres) drains directly into the pond. In addition to the site and north and south basins, flow released from Panther Lake enters the pond prior to discharge. The drainage report for the Campus Drive project (RID #91) identifies the Panther Lake outfall rate as 20 CFS and the 25-year release rate for the north and south basins as 5.3 CFS, with the pond control therefore set at 25.3 CFS. Primary discharge is a 36" CMP, with a 30" CMP overflow line located 7.4 feet above the primary discharge invert. The existing pond has insufficient - capacity to provide adequate runoff control under current criteria. DOWNSTREAM ANALYSIS Flow south of Campus Drive is via open channel southerly through undeveloped land. There is a 18" culvert under the approach from 1st Avenue to the apartment complex to the west. From the approach culvert flow is then southerly and easterly to a 24" culvert under 1st Avenue, some 800 feet south of Campus Drive. The capacity of the culvert was determined in the RID #91 report to be 28 CFS with 1 foot of freeboard to the road grade, sufficient to pass the intended pond release of 25.3 CFS. From the 1st Avenue culvert flow is easterly approximately 2200 feet to a wetland. The operation of the existing system has been compromised by the partial removal of the Panther Lake berm during construction of the ball field parking lot, allowing the lake to overtop below the spillway elevation. The increased release from Panther Lake during a recent major storm (Nov. 1990) resulted in ponding above the approach culvert and overtopping of the approach drive resulting in minor damage to the drive, and ponding behind the 1st Avenue embankment and overtopping of 1st Avenue. Work is currently underway to repair the Panther Lake berm. METHODOLOGY The King County HYD program was utilized to develop and summate hydrographs through the proposed detention facilities. Existing condition flows were determined using the historic, undeveloped ground cover and slopes for the site and adjacent basins. Developed flows utilized the proposed site plan for West Campus Plaza and existing land use for basins adjacent to the site. Both vaults were sized using the ROUTE routine. The detention pond was preliminarily sized using the RDFAC routine; required storage volumes can be accommodated within the pond as shown on the preliminary grading and drainage plan. Complete documentation is not included with this report. Flows and required detention volumes have been summarized in the attached worksheet. PROPOSED CONDITIONS The West Campus Plaza site plan necessitates filling the existing detention pond in order to construct sufficient parking for the complex. The existing pond has insufficient capacity for the entire 127.41 acres draining to it, nor does it satisfy special requirement #5 for a wetpond-water quality swale. The proposed drainage scheme will provide sufficient storage to attenuate flow through the 100-year storm for all 127.41 acres and will provide a wetpond or wetvault with water quality swale for the site and north basin (113.76 acres). Three separate facilities are proposed; a wetpond-detention pond, a wetvault, and a detention vault. Discharge from all three facilities is combined prior to leaving the site at the existing discharge point. The combined release rate does not exceed the allowable release rate based on the existing conditions hydrology, however individual release rates from each detention facility have been allocated so as to minimize the vault storage and to maximize the open pond storage. Proposed detention facilities are further described as follows: South Basin (Vault 1) Those four sub -basins comprising the south basin currently drain to the low point on Campus Drive immediately adjacent to the existing pond. A vault is proposed to provide detention for the south basin only, located under the parking lot in the same location as the existing pond. Release rates were initially set at approximately twice the existing condition rates in order to minimize the vault size. The vault is 40 feet by 135 feet, with a dead storage elevation of 219.2, a 100-year water surface elevation of 224.8, and a ceiling elevation of 230.0, resulting; in a bury depth of approximately 13 feet. The depth of this vault is not desirable, but cannot be avoided due to existing storm drain inverts in Campus Drive. West Campus Plaza (Roof) The roof of the principal building, some 2.36 acres, will incorporate a non -asphalt based membrane (Hypalon or PVC type product), resulting in an essentially clean runoff. No detention is provided, with a separate roof drain line to the site discharge point. West Campus Plaza (Vault 2) Detention for the site proper, including detached buildings, will be provided by a wetvault located immediately north of the first vault. Vault 2 provides sufficient volume for the 100-year event, with release at the existing conditions rate. Vault dimensions are 60 feet by 140 feet, with a dead storage elevation of 231.0, a 100-year WSEL of 237.1, and 1.4 feet of freeboard to the roof elevation. Discharge is to the proposed biofiltratio-_t swale paralleling Campus Drive (215 feet of length provided). North Basin (Pond 3) The various sub -basins to the north and uphill of West Campus Plaza drain to the north approach to the site via the drain in 1st Avenue and from the drain in Campus Drive west of the site. A combinatic:n wetpond-detention pond is proposed immediately north of the site and to the east of the ball fields. This pond will have three cells, with retention provided for the P2/3 storm in the lower half of the first cell, and sufficient detention for the 100-year event in cells 2 and 3. Release is at less than the historic, undeveloped rates in order to compensate for higher release from vault 1 and no detention from the rooftop. Total length of biofiltration provided is 550 feet. Panther Lake Outflow The outflow from Panther Lake will be transported in a separat=, line to the water quality Swale, where flow is combined with discharge from pond 3. Discharge flows from Panther Lake were obtained from the King County SWM Division as per the attached letter. These are recommended maximum release rates which presumably would require some modification of the existing Panther Lake facility. Biofiltratio.-L The biofiltration swale as shown on the preliminary drainage plan provides treatment for release from the wetpond-detention pond, vault 2 and the Panther Lake outfall. Swale width is limited to 12 feet due to the site plan and a rockery or engineered wall will be required to match parking lot grades on the east side. Vegetation will be wetland foliage. Using the new Federal Way design criteria (Mannings n = 0.100 and s = 2.00%) the 12 foot wide bioswale with wetland vegetation has the capacity to treat the combined 2-year flow of approximately 9 CFS, and will accommodate the combined 100-year flow of approximately 49 CFS at 4.6 FPS and a depth of 0.8 feet, with 1.2 feet of freeboard available. Downstream Improvements The existing control manhole will have flow restriction removed. The attached flow summary worksheet adds discharges from the various detention facilities to the proposed maximum release rates from Panther Lake. The resultant flows considerably exceed the capacity of the two downstream culverts. We anticipate replacing or augmenting the existing culverts under the approach and 1st Avenue as necessary to provide sufficient capacity. SUMMARY The proposed drainage plan for West Campus Plaza significantly upgrades the existing system by providing sufficient detention not only for the project but the 116 acres upstream of the site. Additionally, water quality improvements are provided for the site and most of the tributary area. Methodology used to develop, sum and route hydrographs and design criteria is per the King County Surface Water Design Manual. Complete calculations and documentation will be provided with the T.I.R. at final design. We are available to discuss this proposed drainage plan at your convenience. Sincerely, DOWL ENGINEERS Robert W. Schildgen, P.E. Kent J. Step , P.E. ATT: 1. Core and Special Requirement Summary 2. KCSWM letter dated Sept. 7, 1990 3. Basin map 4. Flow Summary Worksheet 5. Preliminary Grading, Drainage and Utility Plan (2 sheets) e WEST CAMPUS PLAZA W.O. #: 4013B CORE AND SPECIAL REQUIREMENT SUMMARY FN: WCP SUM.WK1 NO. CORE REQUIREMENT APPLICABLE PROPOSED MITIGATION 1 DISCHARGE AT NATURAL LOCATION YES !NO CHANGE; DISCHARGE WILL UTILIZE EXISTING CULVERTS UNDER SW CAMPUS DR 2 OFF -SITE ANALYSIS : YES HYDROLOGY INCLUDES ALL UPSTREAM AREA TRIBUTARY TO THE SITE ACCESSING !THE EXISTING DET. POND; DOWNSTREAM ANALYSIS WILL ADDRESS CAPACITY :INCREASE NECESSARY TO TWO CULVERTS (APPROACH & 1ST AVE). 3 RUNOFF CONTROL YES PROPOSED DETENTION PROVIDES FLOW ATTENUATION THRU 100-YR EVENT 4 CONVEYANCE SYSTEM YES 10NSITE COLLECTION SYSTEM WILL BE SIZED FOR 25-YR WITH ANY 100-YR :EXCESS OVERLAND IN PARKING LOT; DISCHARGE AND PANTHER LAKE CONVEY- 1ANCES WILL BE SIZED FOR 100-YR FLOWS. 5 EROSION/SEDIMENT CONTROL PLAN 1 YES WILL BE PROVIDED WITH TIR AND FINAL CONSTRUCTION DRAWING SUBMITTAL 6 MAINTENANCE AND OPERATION YES WILL BE PROVIDED WITH TIR AND FINAL CONSTRUCTION DRAWING SUBMITTAL 7 BONDS AND LIABILITY YES 1REQUIRED BONDING WILL BE PROVIDED NO. SPECIAL REQUIREMENT APPLICABLE PROPOSED MITIGATION 1 CRITICAL DRAINAGE AREAS 1 NO !NOT WITHIN CRITICAL DRAINAGE AREA. 11 2 COMPLIANCE WITH EXISTING MASTER PLAN 1 YES !SITE IS WITHIN WEST CAMPUS MDP AND CONFORMS TO THAT DOCUMENT. POSSIBLE 1MODIFICIATIONS TO PANTHER LAKE OF INTEREST MAY WILL AFFECT OUTFALL ! :CONVEYANCE SIZING THRU WEST CAMPUS PLAZA. 3 CONDITIONS REQUIRING MASTER PLAN ! NO !COMMERCIAL WITH LESS THAN 50 ACRES OF IMPERVIOUS SURFACE. 4 ADOPTED BASIN OR COMMUNITY PLAN ! NO !NOT WITHIN COMMUNITY PLAN AREA. 5 SPECIAL WATER QUALITY CONTROLS YES :WETPOND PROVIDED FOR PORTION OF OFFSITE DRAINAGE AND WETVAULT PROVIDED !FOR ONSITE DRAINAGE, BOTH FACILITIES DISCHARGING TO BIOFILTRATION ! :SWALE. 6 COALESCING PLATE OIL/WATER SEPARATORS ! NO !SITE HAS MORE THAN 5 ACRES IMPERVIOUS; HOWEVER NUMBER OF ONE-WAY !TRIPS IS ONLY 1365. 7 CLOSED DEPRESSIONS NO !NO CLOSED DEPRESSIONS ON PROJECT SITE. S USE OF LAKES, WETLANDS OR CLOSED NO 1NO CLOSED DEPRESSIONS ON PROJECT SITE. DEPRESSIONS FOR RUNOFF CONTROL ! : 9 DELINEATION OF 100-YEAR FLOODPLAIN : NO !PROJECT DOES NOT CONTAIN OR ABUT NATURAL STREAM, LAKE OR WETLAND. 10 FLOOD PROTECT. FOR TYPE 1 AND 2 STREAMS NO !PROJECT DOES NOT CONTAIN OR ABUT TYPE 1 OR 2 STREAM. 11 GEOTECHNICAL ANALYSIS AND REPORT ! NO :NO POND PROPOSED ON 15%+ SLOPE OR WITHIN 200' OF STEEP SLOPE, NOR : !BERM IN EXCESS OF 61. 12 SOILS ANALYSIS AND REPORT : NO (EXISTING SOILS MAPPING SUFFICIENT. PROJ: WEST CAMPUS PLAZA W.D.: F40138 FILE: WCPSUM.WK1 ➢ATE: 9 JAN 91 CONCEPTUAL DRAINAGE REPORT FLOW SUMMARY BY BASIN GROUP HYDROLOGY BY KC HYD METHODS BASIN DETENTION TYPE STORM DEVELOPED EXISTING RELEASE STAGE STORAGE FACILITY FACILITY EVENT FLOWRATE CON➢ITION AFTER DEPTH VOLUME FLOWRATE ROUTING CFS CFS CFS FEET CU FT SOUTH VAULT 1 60100' 2-YR,24-HR 3.94 0.40 0.95 3.74 20190 (OFFSITE) 10-YR,24-HR 6.46 1.59 2.25 4.47 24150 ------------------------------------------------------------------------------------------- 100-YR,24-HR 10.45 3.56 0.43 5.61 30030 WC PLAZA VAULT 2 601x208' 2-YR,24-HR 4.02 0.37 0.34 4.64 38950 (ONSITE) WETYAULT 10-YR,24-HR 5.81 1.21 0.85 3.79 48590 100-YR,24-HR 8.45 2.88 2.32 6.11 51350 MAIN ROOF 2-YR,24-HR 1.26 0.11 1.26 NIA NIA (ONSITE) 10-YR,24-HR 1.80 0.39 1.80 N/A N/A 100-YR,24-HR 2.54 0.87 2.54 N/A N/A NORTH POND 3 3 CELL 2-YR,24-HR 28.17 3.28 1.59 537 384050 (OFFSITE) WETPOND- 10-YR,24-HR 45.24 8.50 6.16 7.35 518970 DETEN POND 100-YR,24-HR 70.02 19.22 11.19 8.39 607229 P2/3,24-HR 5.47 NIA NIA NIA 93390 SUM OF 2-YR,24-HR 4.24 4.04 RELEASE 10-YR,24-HR 11.69 11.06 RATES 100-YR,24-HR 26.53 24.48 PANTHER OUTFLOW 2-YR,24-HR 7.00 LAKE RATES 10-YR,24-HR 18.00 (KCSWN) 100-YR,24-HR 38.00 ------------------------------------------------------------------------------------------- TOTAL EXIT 2-YR,24-HR 11.04 DISCHARGE SITE 10-YR,24-HR 29.06 100-YR,24-HR 62.48 SEP 1 3 ,2'�0 King County Surface Water Management Division Department of Public Works 701 Dexter -Horton Building 710 Second Avenue Seattle, Washington 98104 (206) 344-2585 September 7, 1990 Mr. Kent J. Stepan, P.E. Stepan/Dowl Engineers 33505 13th Place South Federal Way, WA 98003 RE: Panther Lake Hydrologic Data Dear Mr. Stepan: Per our discussion on August 6, 1990, enclosed are hydrologic data for the area tributary to Panther Lake to be used to design detention facilities. Storm hydrographs have been included for existing (1987) land use and future land use for return periods of 2, 10, and 100 years. Hydrograph Data Hydrographs are provided for each of the major inflow tributaries to Panther Lake (Figure 1). The column number next to each tributary on the figure repre- sents the data column number in the ascii files on the enclosed disk. The hydrographs for each return period begin at October 1 (beginning of the water year) and run past the storm peak by one to several months. The flow infor- mation is provided at a frequency of once every.2 hours (average 2-hour flow) in units of cubic feet per second. I recommend that you use the entire flow record prior to the storm event (start on October 1 prior to storm) to ensure proper accounting of lake volume antecedent to the beginning of the storm. I have been using an initial water surface elevation of 240 feet on October 1. This eleva- tion is based on water elevation data collected by the USGS in 1987 and 1988. Recommended Pond Release Rates Peak flows from the panther lake tributary are expected to more than triple under future land use without mitigation. This would severely impact the west Hylebos Wetland and properties located downstream. To preclude damage to the channels downstream, we recommend the following release rate goals from Panther Lake: 2-year flows -at or. �below .7 cfs,-. 10-year flows at or below 18 cfs, 100-year flows at or below 38 cfs. The preceding flow release goals are for both future and existing land use. These release rates are equal to the 2-, 10-, and 100-year flows at the discharge point from Panther Lake under 1987 land use without the surface con- Mr. Kent J. Stepan, P.E. September 5, 1990 Page 2 nection of subcatchment WH15 to Panther Lake (Figure 2). The channel at the outlet of Panther Lake and the system of channels downstream evolved from a flow regime without additional flows from subcatchemnt WH15 and are therefore stable only under this flow regime. If you have any questions or require further information, please contact me at 296-6519. Sincerely, Bruce Barker Hydrologic Modeler BB:mc (E9:LT16.) Enclosures cc: Derek Booth, Manager, Basin Planning Program ATTN: Roz Glasser, Project Manager, Hylebos Creek and Lower Puget Sound Basin Plan Jeanne Stypula, Senior Engineer r,r. .scar ,,.islsr• 1. .�;..•. r:-a1-_es,wr:' i :_.y.s 1!:■,. •ii !e�'•'-i�.*�e's:i ti+?v.,�Y.i^S9". .yF•r•'..r`kfi - . rt •:1 is [ t C 21 f �_--_ ~ ".'.:J. + JfrY t _-l• ..J 1r �� .Cy/..+.s r�~� ~ �J•_~^ �riy I&S ACRES Y _ � rr �, r_•_•r�� 1 _r MCA :=pos, j So.— rN,� CMEi jo ' ,��1 .. � 1` � L� � �� / titer �• `` o• `�, _ &24 ACRES jr WOOD - No WaF3 G'vly��l� Roza % �R� } T. w ...Ncu� �. G. AA - - i Job No. FOR: CAMPUS VIE''- DATE: i�'zs nrr P1 CIAT ES I N C 3 / 75 /�oR7Ja $' =TRIBUTARY AREA+ �„�: zoo' �'E QUADRANT CORPORATION DRAWN T.M.A. SHINGTON,;,,��,,.•:;;;-_.r. ;; � r,� >'r_ j'FIRS7 AVENUE;' -SOUTH : RETE 07 ^"' onrtn - BEL.LEVU,E NUE � ' �N 01 A•SSO 04 Engineering • Planning • Surveying shoot No. , [to 176o • one Washington Plaza � 5 >e-3s•4e• w F ct-r sTrn f IIIni, I I WROGERY � 9 or A 4sa3o oF. a x - • za ]a 3S' ]a ]a �: za »• ar •�`�", 'III l i . I I� � e - • i SpOO SF. I .. 3C.0 FIH FLR- a i • •I ' � I I I �l 11 1 i�—�K�l { J � PROJECT DATA r T. HG—ZONING' LDC r. BC BRESnRirnoH 35' !- TOTAL 51TE ARE, bi]A35.1 S.F. f14.O1 ACRES) f GA^ TTPE• TPE 9N - RJLLY ;T —LWfb TAG MR eF10PPING cxlT ETd 51TE AREA' AtaZy 52I.4b SF. fll9 A-W-b) RE PA S91,351 5F. f ACRES) BUILDING PAINING ' AREb I�OIIIREDII/300 5FJ CTZOCERT 41930 SF. I— STALLS DR1G STORE' =PO 5F. T STALLS SNOF'S A' I1,09- SF. el STALLS SNOF'S d 5�-33 by. ze STALLS 5NOP5 O lo-6 5F. 35 STALLS PAD A' 5AOO 5F. 19 STALLSS PAD d 3,O 5F. 35 STALLS hf e ? PAD G 3' O 5F. 3e STALLS Wow OOO BANK . SF. 13STALLS TOTAL 11ebe3 SF. 453 STALLS: Mc COJ6iAGB ]]ds t LSND—AYb. Cb% mobaw PARKING PROVIDED 5.6 STALLS STA—ARD 4pl STALLS C�11PAfT 129 STALLS NA--APP£D b STALLS STALL SIZE STAND Yale' CLITPACT ea1x NAImICAF'PEp 17-b-a1e' 'ZIW5 aVI5.id4& w F!!@gT _ -'�m axe r----•-- _ c=j j 1 h �- - as-�-an�e �i I � •I' I r ii i� I I I I DRUG STORE a]aDo SF. Sl 40 G •• K S P ry FIH PLR- ]b' 10 4000 5h I R t FIH FLR-] If H s r ar za as za av Le >o ]a ]� zDrf 1� ; r ]v • sd sv 7v � a � ! it r � 1.' • 0 a • • • 6 \ �e � � � i i I � J • I IIfl�-lW I SITE PLAN Q1 u 10E O 11 ■ agile .LAN. n. msf aRVG PD CHECK RECEIVED JOB NO 9990 S�E� ,LAN 1991 CITY Cr FE7'- `.:1' IL WAY BUILD', IT. of f)L d); 'd') --------------- eECTION A —A rcjl SECTION 5-5 or." ?-W� --------------- ---------------------------------- ------- - ---- — - ------- D, tic DRIG CHECK 5ECTION S-5 CDK, PwallZL (20e)771-2300 FRONT ELEVATION- 5I-•40PS "G" RIG-NT ELEVATION- 5I-40P5 "G" RETAIL 9�IOP9 "G' pFLfe3 �iCVp' f 16'Ka' iOP OF FASCIA Y FINISH FLOOR � ~~ REAR ELEVATION- SI40PS 90AI..E 1,0-,I'O' suoPs �c ae:n aio.rB OPoJ] 'JSL:� I NAIL SHOPS "B' REAR ELEVATION- I]RUC-z STORE SCALE i/Btii•4' 1� E1 REAR ELEVATION- SHOPS "B" SCALE I/B5.Y0' RtAlL 941pPq 8• GRGCERT �' ir+IL auo►a �• GROCtFiY eTORt GROCERY 9TGRE R✓rIAIL ]MG►a •A• REAR ELEVATION- CzROCEF--T- STORE SCALE 1/B•.I'-0" REAR ELEVATION- SHOPS "A" ANGLm WALL SEE ELEV. ABV, FOR rHls ELEY. 1 YTOP CF FASCIA -- .•( �J:.+••-�•••.. '� BOTTOr1 OF SOFFIT = } FINISH FLOOR SIDE ELEVATION- SHOPS "A" scAc.e Im•.rc' • ss f i;gel a2o ?eCe AN WALL SEE FT.15 ABV.I FOR TH19 EL.EV. LEFT SIDE ELEVATION- SHOPS "A" ANG WALL RETAIL GROCLXr MORE I �HOP� 'A O—G vs CHECK JOB — 93�J0 ' cft�r'TE PLANTING DETAILS so- e'9vv A3 ay.s. De.ao>rlrar!n .` - FIRS /' R. 3do .a e4r a a- = p,p,Elp.l .,.x u °OBr-0r r o.x�2YAr 7• 4 'ENUE OUTI--r L C• apbS' `R w OY,f'3p' W is �` — wlGu c.M u. xFeEEw wALL• - �`_ . - -- ' �� n.�e� - Y - - r- �- .. - �_ - -- - �_ y..`..`rl°. wRP.-rew �, ,e •1'• ' u y .� •.y ��iy �r v�roa • a •s • L� 1(' crw 1 — O �: �` n� {f` i1r( 1 1.. �ae lr .TAT rvr ----- .. _ x{. •""- N 2 R ��•sr.'y .+Iv rc.v e.c,�i ••:y. !,� + , �rr '- W arlv9iTs� y! - �� - c i �� f o L �Z 1t f .„;,? 7bF G-ROGERY DRUG -STORE 1[ ..:��.�, e.�• Si-�G(prv-I. �], j . raga , i _ 6ANKI~, 1 riper Flµ FLR- 2b' I- FLR- 2— i i 5t 10PS ' ---Q ¢ I !(E8•STAr\ING DETAIL rvYh � � � I �iOJ'>39F g rIR nit-i`w� 1d - MfL RR- 2M' t[ RK YLTi• 7�L' �'' � j t — FlK FLIT- ]ar 1 ' •-• •• Wrl_..�� .. - Y � `�..'. _. - __ ac .. _ _ _ - •'a..,.c- �' --IZ cm •"• •'�4- •1.rrr_^•II-I 1 � — - - � �o � ,i�a L..w, �, �' � ..� .42 I ?O .I•Ir-I '..P • a"ri:'oFP�i' .. — _ + - .? 'fib i..�„ •:y, .. C1i H y y ��rs:l•..u+w.-I Fw.<�I..s urr�l� ..r• a - i - o 15 �, soa _ 'Q ❑w WMW 1174T^^ Wp n.a.'I FFD'rF ld N• J / I '..e•-Fe_�.+rl-w.-. ».allaaiaaw.ar. d � .. ��s�+x�s•alr w CiVI 4 W ( ,I. 1 5.O9F. ��FI PJ •Ili ! L.AI+T IhI C- %,AIL NTc 1 FIN. FLR- :A,� + — r�..,'1... • �� / - % f-• r 'a- �Cawzf.V[•Le up [��x w.1i O i1.Y � ^La•C I ��,- � �i! .%f� � (� _ wL•:s� h. •. =J 4.` 'IW- L• 'fl 3. y _ ,��''}}••--��{{�.y ([`TT�+_•1 Fes!, 'Lu J - i N 7 d) F W .. j = 7 F PLANTING NOTES n d Q PLANT SCHEDULE V_s[F�V15 Grp. IL a_ .ra .[e � _ .i as u'm w �� • , -- - � Q IL ILI SI i E PLAN 3 cn / . � F'ROJEGT DATA Y.L....I,`._..wl.rw ........... -- - - (� SCALE. rrdo W � ..� i� ��E>ZAL ulcer. nwela I. , ... I... »..n .I«.,» ..» ...•.I.. y z i% LLx^trlp,y W O Q PROPOSED 2DNING BC �•••.,�,n. ^H, e.aa.... ••••� ••- a sear [s r�-nsvealzwrrtlauww��ES _ LL IL --I BLDG. NGT. RESTRICTION. 35' TOTAL 5 4R-.. 612•835,1 9.1 11d.D1 ACRES) /// 9wOPPINAG CENTEF .a, o... ae,r _ -- r�pson c-xlqu mlmcrw ' 'f SITE RB6' 521 eeB SF. (11.91 ACRE91 • 1i1 i... yr.•.'�. J.'•.•--•-� ••••• • .. ..� � '� .�[ µp.��c•tii•V••K r PARK SITE gRBb 913B1 9R (209 4CRE91 , / BUILDING P4RKI G r ,. - REb' REGUIREG'{I/3009F.) `yf�l . J-��"•••.....'�... ••••••••••• •^•~• ••• 5i._'••5'1^oc 'u'crvwsoursr,v+acrwwns.c. a DR 5TO 22, 9,F. ,50 9T4LL9 , ` DRUG 9T�ORE� 22,000 9.F. 9TALL9 '_l - - - 9wOP9 11.09• 9F. Sl 9TALL 9T4 9TALL9 9 �.,....' . +.. w. ....... • •. ' SHOPS B B333 9 F, 2B SHOPS C+ IOSBO 9 F. 35 P4D d 5.600 9F. 19 9TALL9 - - wlw �o.` stn es iowlau�c a•.wra sysrt• _ / PAD B 30659F, 399TALL9(1/BOl = •.••. ,..Y..•. .`r..i ... ..ir'. .•_v, .; •ss.�w.nE+cfc.w Stii'u. rarT.cams z[s uose.c.0 1/ PAD 6p00 9F � 23 9TALL9 (1/BOI BANK 000 9. F. I3 9TALL9 _ 1�eiyri•R �x��_.. •. A— -- A i� ... ._. • +aac„+,.I,.dN w.w.a.....a..•wvAwa,.. ■ _ '• ■ ,, . BLDG. COVERAGt 22.Bx L4ND9CPEP .x 29(2'6% -map) _ PARKING PROVIDED 54 9TALL9 ' r .Mt ••• •�• �+fL T :?%• A 9TAND4RP —1 9TALL9 H - ........--..-_, .... ••• P.9. ' _• i- �'•'', CAr'IPACP 129 9TALL9 .• �•• - - - . [61 /J HANDICAPPED• 10 9TALL9 _ 9T.aLL91ZE. 9TAND4p xr •p.Y.. Ir.•. El .s•wV., ..... ---All. 'Il RLT 9'x IB' _ 9JJO COI"IPAOh B'x15' ' HANDICAPPED 2'E"x10' xv ...V4v'.•• ..Ix I.I•.r, Y Is•, • • • — _ - BUILDING OVERHANG 2' ............. .......I L-1 n e: LANDpMAYff IF. 0. i n�z.s., .r-r...lo- ry .m.. T \IIAN\ PaR\Il\\ NT.1:, I.A\U\( AI•F. AN(HITECT ti,MJ,.rYrsYn •.'�I„`•' m111FlG,tExC_ INTRODUCTION The proposed West Campus Plaza retail development is located in the West Campus area of Federal Way. As shown in Figure 1, the site is located on the northwest comer of the Campus Drive/ 1st Way S intersection and would be accessed from driveways along both Campus Drive and 1st Way S. The proposed site plan includes 118,583 square feet (A of gross leasable retail area and would provide neighborhood shopping facilities such as grocery. drug store and small shops. The project would include 543 parking spaces-452 parking spaces are required by code. The site plan and frontage improvements are discussed in detail in the Site Access section of this report. The purpose of this analysis is to determine the impact of the proposed development on roadways and intersections in the vicinity of the site and to recommend measures to mitigate the impacts, if any. The analysis will also determine the geometric configuration and traffic control needed at the site driveways. Study Area The study area for the project is based, in part, on a preliminary analysis performed to determine the impacts of rezoning the site. The analysis showed that the primary traffic impacts would occur on Campus Drive between the site and loth Avenue SW, and on 1st Way S between the site and S 330th Street. The study area intersections listed below were determined in coordination with city staff. Capacity analysis (level of service) will be performed for the five bolded intersections; the project impacts, in terms of net volume increase, will be determined for the remaining intersections. • Campus Drive/10th Avenue SW (signalized) • Campus Drive/7th Way SW (unsignalized) Campus Drive/6th Way SW (unsignalized) Campus Drive/1st Way S/S 348th Street (signalized) ■ 1st Avenue S/S 356th Street (signalized) • 1st Way S/King County Library Access Driveway (proposed driveway) • lot Way S/S 336th Street (signalized) ■ 1st Way S/S 333rd Street (unsignalized) • ist Avenue S/S 330th Street (unsignalized) ■ S 348th Street/9th Avenue S (signalized). 89255.50 The TRANSPO Group, Inc. 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4181io 190 * C,o nbk wd driveway volune 1 WEST Roure 8 CAMPUS 1992 PM Peak Hour Traffic Volumes With Project 89255M The TRANSPO Groun. Inc. o Transp C� n TRAFFIC OPERATIONS ANALYSIS Off -Site Level -of -Service Analysis Level -of -service analysis was performed for the five off -site study area intersections to determine the impact of the proposed development. The 1992 traffic volumes without and with the proposed project were analyzed. Level -of -service results are summarized in Table 7. Table 7. Off -Site intersection Level-of-Ser*e Summary EAsting 1992 w/o Project 1992 W/Project Intersection LOS V/C or RC LOS WC or RC LOS V/C or RC Campus DO st Way S B 119 E 55.1 D 32.7 Campus DOOM Way SW AN tuns from 6th C 107 D 123 C 245 Left trun to 6th A 605 A 523 A 473 AN toms from KC Aquatic Center E 56 E 55 E 51 Left turn to KC Aquatic Center B 304 C 213 D 195 Campus Dr/10th Way SW B 6M B 7.32 B 6.61 1 st Way S/S 336th St D 27.0 E 42.0 E 45.4 1 st Way S/S 330th St Unsignalized AN turns from west approach F -82 F -137 F -146 AN turns from east approach D 147 E 74 E 24 Left turn from northbound 1st A 427 B 324 B 300 Left tom from souditund 1st B 371 C 272 C 266 Wth signal — — B 14.2 B 14.5 LOS - Lever of service, M - volume-b-wpa* ratio for signalized intsrssctions , RC = reserve capaaty for unsigna9zed intersections Proposed *W. The level -of -service summary shows that, in general, the proposed project would have a minimal impact on study area intersections; in some cases, the project would have a 89255.50 The TRANSPO Group, Inc. Page 21 positive impact (net improved level of service). The positive impacts would occur at the intersection of Campus Drive/ 1st Way S and Campus Drive/ loth Avenue SW. As dis- cussed earlier in the Trip Assignment section, the proposed site would "intercept" trips that would otherwise bypass the site to access centers on 21st Avenue SW. This trip inter- ception (or diversion) would reduce the number of trips at the intersection of Campus Drive/ 1st Way S. The site would add new trips to this intersection, but the trip reduction would off- set the increase enough to result in a positive impact. The intersection of Campus Drive/1st Way S would improve from a LOS E condition without the project to LOS D with the project. The improvement is primarily a result of reducing the critical eastbound left -turn movement. Although project impacts at this loca- tion would be positive, the forecasted LOS E without the project (LOS D with) reflects less Ulan optimal operations. Upgrade in the signal control system to allow full eight -phase control would improve the operations to LOS C without or with the project. The intersec- tion of Campus Drive/ 10th Avenue SW would also improve slightly as a result of the pro- ject. This intersection will operate at LOS .B with or without the proposed project. The intersections of 1st Way S/S 336th Street and 1st Way S/S 330th Street will remain at the same level of service with or without the proposed project. The intersection of 1st Way S/S 336th Street would operate at LOS E in 1992 without the proposed project. The level of service could be improved if a free -flow westbound right -turn lane were pro- vided or the signal phasing were revised to allow the westbound right turn to move in con- junction with the southbound left tum. The critical westbound right -tuna movement would not be impacted by the proposed project. The proposed signal at the intersection of 1st Way S/330th Street would improve traffic operations to LOS B with or without the proposed project. The side street movements at the unsignalized intersection of Campus Drive/ 6th Way S currently operates at LOS D/E, a typical level of service for unsignalized intersections on arterials. The level of service of these movements would be unchanged or improved by the proposed shopping center. The improved operation of 6th Way SW would be caused by fewer vehicles turning left to Campus Drive in order to access the centers on 21st Avenue SW. A center-tum lane combined with turn prohibitions at the Aquatics Center would improve the operation at this intersection. It is unlikely that this location would warrant signalization. 89255.50 The TRANSPO Group, Inc. Page 22 Based on the level -of -service analysis, off -site mitigation measures are not needed to accommodate the site -generated traffic. However, upgrade of 1st Way S/Campus Drive signal to eight -phase capability may be desirable with or without the project (especially without the project). Site Access Operations The proposed site would have driveway access on both Campus Drive and 1st Way S. There are three driveways proposed on Campus Drive which would access the front (west) side of the project, and one driveway proposed on 1st Way S which would access the project from the northwest side. The site plan is shown on Figure 9. As part of the proposed project. Campus Drive along the site frontage. would be widened to five lanes. The fifth lane would provide storage for vehicles turning left into the site at the two westerly driveways and would also improve the level of service for vehicles turning left from the site. The center lane would allow a two-step left turning movement turn left to the center lane and then accelerate into the thru traffic lane. The easternmost driveway on Campus Drive would be located approximately 220 feet from lst Way S (centerline to centerline). The center driveway would align with the residential complex driveway on the opposite side of the street These two site driveways are separated by approximately 220 feet. The third site driveway on Campus Drive would be located towards the northern end of the site. approximately 850 feet from the closest site driveway. The one driveway on 1st Way S would be located at the northernmost edge of the site. This section of 1st Way S has four lanes with a 12-foot center median located north of the proposed driveway and five lanes adjacent to and south of the proposed driveway for a distance of about 140 feet. The guarded school crossing to Panther Lake Elementary School is located adjacent to this driveway location. Level -of -service analysis was performed for the site driveways, assuming a worst case analysis. This case assumed that all site traffic destined to and from Campus Drive was combined on one site driveway. Better levels of service would result if the volumes were allocated to individual driveways. The analysis on Campus Drive also assumes the benefit of "platoon flow" originating from the signal at Campus Drive/ 1st Way S. Platoon 89255.50 The TRANSPO Group, Inc. Page 23 �sc al •I If HIM is 0 LU o 89255.50 The TRANSPO Group, Inc. Page 24 H flow on the major street improves the operating conditions on the side streets by grouping vehicles together and creating larger gaps between groups of vehicles. The majority of thru traffic on Campus Drive comes from S 348th Street. Many of these vehicles will pass the site in groups after they are stopped by the signal at 1st Way S. The results of the unsignalized driveway analysis are summarized in Table 8. Table 8. Site Intersection Level -of -Service Summary Intersection LOS 1992 W/Prood RC Campus Drive/Slte Driveway'• Left tum from Driveway' D 119 Right tum from Driveway A 402 Left tum from Campus Drive C 262 1st Way S/Slte Driveway Left tum from Driveway • C 254 Right tum from Driveway A 458 Left tum from 1 st Way A 557 RC r reserm capacity ' Assumes center, left dun lane used for 104urn acceleration. " Assumes platoon lbw analysis. At the 1st Way S driveway, LOS C is forecasted for the worst left turning m vement from the driveway. There is already adequate left -turn storage distance for vehicles enter- ing the site: however. in order to facilitate existing left -turn movements. the center lane north of the driveway could be extended into the median. Few, if any, school children use the crosswalk during the commuter peak hour. During the time when children are present, driveway operations would be better than the LOS C indicated during the PM peak hour. Neither the traffic volumes nor the pedestrian volumes would warrant signallzation of this intersection. School children safety would not be enhanced by traffic signalizatton at the driveway since they are elementary age. and the crossing is already protected by a crossing guard. An unwarranted signal may, in fact, pose a hazard to pedestrians. Motorists may be caught off guard by a signal that seldom changes, and thus be unable to stop. Even if a signal was warranted, a crossing guard would likely be needed to help ensure the safety of school children. Based on the analysis, the modified channelization on 1st Way S. north of the driveway, is the only recommended improvement. 89255.50 The TRANSPO Group, Inc. Page 25 The proposed site driveway intersections on Campus Drive would operate at acceptable levels of service (LOS D or better) with unsignalized control and a center -turn lane. No other improvements, besides those already proposed, would be needed to accommodate site generated traffic. Based on the driveway's projected operating conditions, it would not be necessary to restrict any turning movements on the basis of anticipated vehicle delay. However, a com- bination of other factors exist which suggest that limiting exiting traffic at the easternmost Campus Drive driveway to right turn out only may be appropriate; no restrictions on en- tering traffic are needed. Left turns which would otherwise occur at the easternmost site driveway on Campus Drive may occur at the other westerly Campus Drive driveways, or as right turns from the 1st Way S driveway. Thus, prohibiting the left turn out of this drive- way would address these issues without noticeably reducing flexibility. Pedestrian Activity Site -oriented pedestrian activity would largely be focused on customers walking from parked vehicles to shopping center stores. The potential for some pedestrians drawn from the residential areas west and north exists; however, pedestrian volume levels are likely to be minor since shopping and grocery activity is typically dominated by auto traffic, which pro- vides a more convenient means for carrying goods. Pedestrians attracted to the site would be served by sidewalks along the site frontage. Additional street crossings beyond those available at intersections do not appear warranted based on the expected pedestrian activity. As indicated in existing conditions, Panther Lake Elementary School is located across 1st Way S from the north end of the site. Crossing at this location is currently facilitated during school demand periods by crossing guards. Development of the site is unlikely to change current walking patterns which often use the north periphery of the site to bypass the longer sidewalk route via 1st Way S/Campus Drive. While some pedestrians may walk through the site. the majority are expected to remain near the north site property line, which is a shorter path to Campus Drive to the northwest (where most residences are located). The project sponsors have dedicated property in the northwest portion of the site for city use, which could include a pedestrian path to connect Campus Drive SW with the sidewalk bordering the north side of the 1st Way S site driveway. This pathway would 89255.50 The TRANSPO Group, Inc. Page 26 serve the eidsting school children pedestrian pattern through the site. As indicated in the site access discussion, signal control at the 1st Way S site driveway is an option. but it does not appear warranted based on either site driveway or pedestrian crossing volumes. Pedestrians are better served by the crossing guards now controlling the school crossing. 89255.50 The TRANSPO Group, Inc. Page 27 SUMMARY AND MITIGATION MEASURES The proposed 118.583-square foot retail center would be ould at the lrat an west corner of the Campus Drive/ 1st Way S intersection. The Project generate estimated 8.300 trips Per day at the site driveways; 226 of the driveway trips would occur during the PM peak hour. The driveway trips were divided into three trip components -- pass -by trips, diverted trips, and new trips. The new trips would account for 33 percent of the total driveway trips and represent new trips to the study area. Thus, the site would generate 2.740 (1.370 in and 1.370 out) new trips per day and 226 (113 in and 113 out) new trips during the PM peak hour. The proposed project will not adversely impact any off -site intersections, and there- at maybe desirable to upgrade fore, no off site mitigation measures are needed. However. S without cr with the controller at the intersection of Campus Drive/ 1st Way the signal the site frontage to provide a proposed project. The widening of Campus Drive along center -turn lane and extending the center -turn lane north of the driveway on 1st Way S are the only recommended site access improvements. 89255.50 The TRANSPO Group, Inc. Page 28 APPENDIX A Level -of -Service Concept Levels of service (LOS) are qualitative descriptions of traffic operating conditions. These levels of service are designated with letters ranging from LOS A. which is indicative of good operating conditions with little or no delay. to LOS F. which is indicative of stop -and - go conditions with frequent and lengthy delays. Levels of service for this analysis were developed using procedures presented in the Highway Capacity Manual Ci7ansportation Research Board Special Report 209, 1985). Level of service for signalized intersections is defined in terms of delay. Delay is a measure of driver discomfort. frustration. fuel consumption. and lost travel time. Specifically. level - of -service criteria are stated in terms of the average stopped delay per vehicle for a 15- m1nute analysis period. Delay is a complex measure and is dependent on a number of variables, including the quality of progression. cycle length, green ratio. and volume -to - capacity ratio for the lane group or approach in question. Table Al shows the level -of -ser- vice criteria for signalized intersections from the Highway Capacity Manual. Table Al. Level -of Service Criteria for SVWized Wersec Oons Level of Service Stopped Delay Per Vehicle (Seconds) A Less than 5.0 B 5.1 to 15.0 C 15.1 to 25.0 D 25.1 to 40.0 E 40.1 to 60.0 F Greater than 60.0 For unsignaliT.ed intersections, level of service is based on the reserve capacity available for each turning movement which conflicts with other turning movements at the Intersection. The reserve capacity is related to the number of gaps in the major street traf- fic in which a vehicle can enter or pass through the major street. Table A2 shows the level - of -service criteria and expected level of delay for unsignalized intersections from the Highway Capacity Manual. A-1 Table A2. Level -of -Service Criteria for Ungrkdaed Intersections Level of Service Reserve Capacity Expected Delay A 400 or more Little or no delay B 300 io 399 Short delays C 20010299 Average delays D 100 to 199 Long delays E 01099 Very long delays F Less than 0 Failure - extreme congestion Level of service for four-way, stop -controlled intersections is based on the volume - to -capacity ratio. The capacity of a four-way stop is related to the number of approach lanes at the intersection and the allocation of demand to the four approaches. Four-way, stop -controlled intersections are most effective where demand on several approaches is approximately equal. Table A3 shows the level -of -service criteria for four-way, stop - controlled intersections. 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�T sE aouazagaz stag ACC uTazau pagPaoClio ouT azE quamaazby slg u UT oq Pazzagaz sgtgTux3 axis •sgtgiqx3 go uozgEzo zoauY '61 •abEnbuEZ- snonbtquiE axiq Pag3EzP �gzEd gEuq gEug utTETo E uodn pasEq I,gzEd 1CuE gsuTEbE p=.ugsuo0 aq TTEus k4-Frtbtc[a'2 ON ' pagoEggE do' 3�d _pT coo 'OSO'ZL00/VEZ600MQr AgTo a03 sAauaoggv aa�TTEM 'Q uuor ; Ald 3OVrjgVbi A.HdHnX AI3QE)0 xaglo XgTO •w uaaan'eW Q31,�iO IZl�3HS+R�Z S3ZSK zabEUEy1 ]O : sqI TT 30Yi xKM rivuSQ33 30 X110 quapTsaad aoTA aoTuaS :sqI oTTagsoO •d aagTEM KOIMyHOdUO3 MmyaC[Vn6 3Hs quapTsaad aOTA antgnoax3 :sqI xTTgoo3 'FI OX2Yz T r : Llg • ala (vm) S3IZI2moas kmals3M •pauoTquam anogp 4saT3 aq-ep aqq 90 s'e pagnoaxa aq og quamaaabv sTuq asnao anaq saTgaed aqq 'joa-daHM ssaNSIM NI •Tasunoo TEbaT quapuadapuT alauq ;o uoTgEpua=C0aa puV aoTnpe auq uodn Magg Xq pagnoaxa aza Xagq q-2Lig PuE=o4baeq goadsaa ggTta szosTnpE .aaugo. pule squEqun000e 'Tasunoo Tp5aT aTaug Xq pasTnp2 XTTn; uaaq a&Eu Xagq gEuq !;oaaauq Sm-lag aqq puvgsaapun FOSTER PEPPER & SHEFELMAN By ; �r l John. McCullough Atto eyst==— for Western HILLIS, CLARK, MARTIN & PETERSON By: George . �esovich� Attorneys for Quadrant STATE OF WASHINGTON ) ) ss: � COUNTY OF -a I certify that I know or have satisfactory evidence that Marc P. Footlik signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Executive Vice President of WESTERN SECURITIES (WA) LTD. to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. DA f3- day of , 1990. y F0 a hv2. c m A 0 NOTARBLI C o CIO, IC My co fission expires: �t JDW00923A 0072.050.003 -11- EXHIBIT 6. PAGE It I STATE OF WASHINGTON ) ) s s : COUNTY OF ) I certify that I know or have satisfactory evidence that Walter P. Costello signed this instrument, on oath stated that oe/she) was authorized to execute the instrument and acknowledged it as the Senior Vice President of THE QUADRANT CORPORATION to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. �_ 7 day of�� , 1990- r�o IAIss�o� 10 HOT n m ' OG �� NOT n r64ic My co SHIN(3�O PUBLIC YOf�-- ission expires: STATE OF WASHINGTON ) ) ss: COUNTY OF I certify that I know or have satisfactory evidence that J. Brent McFall signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the City Manager of the CITY OF FEDERAL WAY to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. DATED this d� day of JDW00923A/0072.050.003 My commission expires: f �-� — -12- EXHIBIT= PAGE-2--.OF 2s CONCOMITANT ZONING AGREEMENT THIS AGREEMENT is entered into by and between Quadrant Corporation, a Washington corporation (the "Owner"), and the City of Federal Way, Washington, a non -charter optional municipal code city incorporated under the laws of the state of Washington (the "City"). WHEREAS, the City has authority to enact laws and enter into agreements to promote the public health, safety and welfare of its citizens, including laws and agreements which control the use and development of the property within its jurisdiction, and WHEREAS, the Owner has an interest in certain property within the jurisdiction of the City described in Exhibit A, a copy of which is attached hereto and hereby incorporated in full by this reference, and WHEREAS, the City and the Owner have agreed that the City shall initiate a rezone for a change of classification of the property to BC (Community Business) subject to the specific limitations set forth in this Agreement, and WHEREAS, the Owner recognizes and acknowledges the need for conformance with the Comprehensive Plan and other applicable plans and regulations of the City relating --to the use and development of the property, and WHEREAS, the Owner has indicated its willingness to cooperate with the City and its Department .of Community Development to ensure compliance with all City ordinances and all other local, state and federal laws related to the use and development of the property, JDW00924A/0072.050.003 -1- ��T " PAGE13 OF NOW, THEREFORE, in the event the property is classified by the City in accordance with the zoning classification contained in the Federal Way Zoning Code of BC (Community Business) with limitations as set forth in this Agreement and in consideration if such classification should be placed upon the property, the Owner does hereby covenant and agree as follows: 1. The Owner on behalf of itself, its successors in interest and assigns, hereby covenants to comply with all of the terms and conditions of this Agreement in the event the City grants a rezoning classification to the property of BC (Community Business) with limitations as set forth in this Agreement. if such a classification is not granted by the City, then this Agreement shall be of no force and effect. 2. The Owner hereby agrees to be bound and to comply with the following conditions: A. All development of the property, except with respect to the use and area of use provisions as set forth in Section 2B below, and the rear facade modulation provisions set forth in Section 2C below, shall in all respects comply with the provisions and* limitations of the Federal Way Zoning Code, Chapter 45, Community Business District Regulations, as the same now -exists- or may hereafter -be amended, ---and - specifically including all provisions and limitations relating to height, setback, lot coverage and other developmental regulations except to the extent as provided in Section 2B and 2C below. B. Allowable uses on the property shall be limited to those set forth in Chapter 40, Neighborhood Business District JDW00924A/0072.050.003 -2- EXHIBIT MMMM� LMMMMMN� PAGES OF i Regulations, of the Federal Way Zoning Code, as the same now exists or may hereafter be amended, including provisions regulating maximum square footage limitations on such uses, with the exceptions that (i) Owner shall be permitted to develop on the property one grocery store of a size not to exceed 45,000 square feet gross leasable area, and (ii) Owner shall be permitted to develop on the property one drug store of a size not to exceed 22,000 square feet of gross leasable area, and (iii) no vehicle service station use shall be permitted on the property. C. Facade modulation requirements for the rear facade of any proposed commercial development upon the property shall be governed by the facade modulation requirements of Chapter 55, Professional Office District Regulations, of the Federal Way Zoning Code, as the same now exists or may hereafter be amended, as set forth on page 55-2, note 4 (Office Uses). D. Sections 105.40 and 105.50 of the Federal Way Zoning Code, as the same now exists or may hereafter be amended, calls for parking areas to be located as far as possible from adjacent low density zoned property. Because of the topography of the property and the visibility of the property and those sites adjacent to it, the staff may consider site designs that show parking on the property to be located generally in the western portion of the property, oriented towards S. W. Campus Drive. EXHIBIT A JDW00924A/0072.050.003 -3- 'PAGE OF E. Chapter 90 of the Federal Way Zoning Code, as the same now exists or may hereafter be amended, may require a 50 foot wide landscaped strip to be provided as a buffer on the property along the portion of it;s frontage on S. W. CampuslDrive that is adjacent to low density zoned property. Section 90.25.9 of the Federal Way Zoning Code permits modification of ,_ such requirements in certain circumst[aaceLs. T e existing topography 0'`� of the adjoining property may/(decrease t e need for buffering. In the event that the Owner of the adjoining property agrees to a modification of the buffering requirement for this property, staff may consider alteration to buffering requirements for the property. F. Owner agrees to grant to the City a recreational easement, in form and content as shall be approved by the City Attorney, over a portion of the property (the "Easement). ,The Easement shall include an area of appr oximately two acres, the boundaries of which shall be determined mutually by Owner and the City, located generally in the northwest portion of the property in the area indicated on the map attached as Exhibit B. The Easement shall be developed and maintained by the City at the City's sole cost, subject to the conditions that (i) The City 's development plan for the Easement shall be in accordance with the Master Plan for the Panther Lake Park and Recreation Area which plan is being developed by the City. (ii) While no parking spaces shall be required for the use of the Easement, the Owner shall make no fewer than 20 JDW00924A/0072.050.003 PAGEI � OF Z i parking stalls available for joint use by users of the Easement and of Owner's property. (iii) _ The Easement area shall be regarded as open space and/or buffer and/or pervious surface toward the satisfaction of such requirements for development of the property under the Federal Way Zoning Code. Provided, however, to the extent the property is planned to be developed under the Master Plan for the Panther Lake Park and Recreation Area, only the area remaining as pervious surface may be counted for such purposes. Attached hereto, identified as Exhibit B is a drawing illustrative of improvements that may be placed upon the Easement. Both parties hereto recognize that this Exhibit is for illustrative purposes and that the improvements may be greater or less than depicted in the Exhibit depending upon what is established in the final Master Plan, adopted by the City, for the Panther Lake Park and Recreation Area. If the property undergoes site plan review prior to the park plan being completed, Exhibit B shall be used to calculate pervious surface area in the Easement. (iv) The City shall be responsible for maintenance of the Easement after construction of the improvements by the City and the City shall indemnify, defend---- and ---hold the Owner harmless from any costs or claims for bodily injury or property damage arising out of or in connection with the use or enjoyment of the Easement by the City or any third party. This indemnification shall not require the City to indemnify the Owner from Owner's concurrent and/or sole negligence. HIBIT�_ JDW00924A/ 0072.050.003 -5- EX PAGE_ V_ i G. Upon satisfaction of the conditions set forth in Section 2J below, Owner shall pay to the City the sum of $20,000.00_to be used by the City for the purpose of completing the preparation of the Master Plan for the Panther Lake Park and Recreation Area which plan shall benefit Owner's property. In the event this sum is not paid prior to the completion and adoption of the Master Plan for the Panther Lake Park and Recreation Area then the $20,000.00 set forth in this paragraph shall be added to and applied to the purposes set forth in paragraph 2H below. H. Upon satisfaction or the waiver by Owner of the conditions set forth in Section 2J below, and in addition to the sums required to be paid as set forth in paragraph 2G above, the Owner shall pay to the City the sum of $50,000.00 to be used by the City for the cost of construction of recreational improvements which Owner acknowledges will benefit their property and which may include the acquisition of capital assets for the purpose of maintaining said improvements. The priorities for expenditure of funds payable either under this paragraph or paragraph 2G above, shall be as follows: (i) The money shall be first expended to install the improvements in the Easement area - in accordance with the Master Plan for the Panther Lake Park and Recreation Area. (ii) In the event funds remain over and above completion of the improvements in the recreation easement area, then any remaining funds shall be applied to construction of improvements in accordance with the Master Plan for the remainder CAMBIT A- JDW00924A/0072.050.003 �� PAIGE�OF t of the Panther Lake Park and Recreation Area outside of the Easement. I. Upon satisfaction of or waiver by the Owner of the conditions set forth in Section 2J below, Owner shall undertake to construct, at Owner's sole expense, a storm water detention area on property identified and depicted epics d on the map attached and identified as Exhibit �/. taid storm water detention hereto /" and related drainage improvements must in all respects comply with the then existing requirements of the City of Federal Way for such facilities. Weather permitting, and all necessary permits having been obtained, such work shall commence within 90 days of the date of the satisfaction or waiver of the conditions set forth in Section 2J below. The Owner shall, at its sole expense, obtain such permits as are required to perform the work, including submitting such plans to the City for surface water and engineering review. Owner's obligation to conduct such work is expressly conditioned on Owner's ability to obtain such approvals as are necessary or incident to the performance of the work. If such approvals have not been obtained within two years of the date of satisfaction or waiver by Owner of the conditions set forth in Section 2J below, exclusive of any appeal, administrative or judicial, of the City's approval of the necessary permits, then, in that event, Owner shall be excused from providing this additional storm water. detention and related drainage improvement area except to the extent that it is necessary for any improvements to be constructed on Owner's property. Owner shall be responsible for ongoing maintenance of AMMM__MMM� JDW00924A/0072.050.003 _ 7_ EXHIBIT PAGE e' ?� the drainage improvements. In the event Owner fails to properly maintain the drainage improvements, the City shall have the right, and is hereby granted a license for said purposes, to,come upon the premises after notice and failure of Owner to respond, and perform the necessary maintenance. The City shall be entitled to recover all of its costs incurred in connection with performing the necessary maintenance including consultant and legal fees times a multiplier of two. In the event that Owner shall fail to remit the funds thus due to the City within 30 days of receipt of a statement for the same, the City shall have the right to place a lien upon the property and enforce the same as provided in state law for the foreclosure of a mortgage lien. Somme J. The obligations of the Owner as set forth in Sections 2G through 21 above are expressly conditioned on approval by the City of a site plan permitting development of the property. In the event of approval by the City of a site plan permitting development that is acceptable to the Owner, the monies provided for in Sections 2G and H above shall be due and owing and the obligation of Owner under paragraph 2I shall be deemed to exist immediately upon the expiration of all appeal periods relating in any way to the site plan approval or, in the event any such appeal is filed, satisfactory completion of litigation or other resolution of the appeal and entry of a final unappealable order upholding the site plan and development proposal. Acceptance of the site plan by the Owner will be deemed to have occurred unless within ten days of the date of approval of the site plan by the City, the Owner notifies the JDW00924A/0072.050.003 -8- EXHIBIT AMmmMMMWM� PAGE-- ZE? OF z� i City in writing that the site plan approved is not accepted by the Owner. Notwithstanding_ the foregoing, in the event that the Owner notifies the City of its nonacceptance of the site plan as approved, the obligations contained in paragraphs 2G, H and I shall continue in full force and effect and shall be conditions precedent to any development permit being issued to Owner or any subsequent developer of the property. In the event the Owner shall reject the site plan as approved, Owner shall have the option to. reapply for a new site plan in accordance with then applicable regulations of the City or Owner may submit an application for reclassification of the property in accordance with then existing regulations of the City or Owner may apply to amend this Agreement subject to the time limitations contained herein. K. Owner agrees that the property must be developed pursuant to a master site plan which shall fully and completely comply with all of the then existing regulations of the City and the conditions contained in this Agreement. The master plan must show the ultimate development of the entire site (not including the recreation easement), including all buildings, anticipated uses, parking and circulation are as,t -other major improvements, buffers and surface water drainage and retention plan. The foregoing list is illustrative only and not exclusive. 3. At any time following one year after the date hereof (or sooner if by mutual agreement of the parties), this Agreement may be amended by - the City or the Owner by filing an application JDW00924A/0072.050.003 -9- EXHIBIT A PANE_ZL.OF x�> therefore, which shall be considered and heard in the same manner as a City -initiated quasi judicial rezone of the property. Such action shall- not release the, -owner- or the City from any obligations assumed under this Agreement, unless and until such amendment has been approved by the City. 4. This Agreement is specifically enforceable by the parties in equity, and either party may instituted and prosecute any proceedings at law or in equity to enforce the provisions of this Agreement. Each party further agrees to pay all of the other party's costs, including reasonable attorneys fees expended by the other party, if it prevails in any such enforcement proceedings. 5. Nothing in this Agreement shall be construed as preventing the City of Federal Way from enforcing its police powers. 6. This Agreement shall be binding upon all of the owners of the real property herein described and their heirs, successors in interest and assigns, and this Agreement shall run with the land described herein. 7. At Owner's expense, this Agreement shall be recorded with the King County Department of Records and Elections, and the terms and conditions hereof shall constitutee-a covenant running with the land. All building, occupancy and use permits hereafter applied for or issued shall be subject to the terms, conditions and limitations of this Agreement and the applicable ordinances and codes of Federal Way. Nothing herein shall be construed as requiring or obligating the City to issue any building, occupancy or conditional use or other permit. JDW00924A/0072.050.003 -10- EXHIBIT - PAGE z?,.-OF?s 8. The Quadrant Corporation, a Washington corporation, and the Owner of the property which is the subject matter of this Concomitant Zoning --Agreement hereby_ covenants and warrants that it has title to the property which is the subject matter of this Agreement and can and does hereby bind itself, the property and subsequent owners thereof to the terms, covenants and conditions contained in this Agreement. 9. The parties each acknowledge, represent and agree that they have read this Agreement and the Exhibits attached; that they fully understand the terms thereof; that they have been fully advised by their legal counsel, accountants and other advisors with respect thereto; and that they are executed by them upon the advice and recommendation of the independent legal counsel. DATED this [ day of July, 1990. OWNER: THE QUADRANT CORPORATION By: 61, Walter P. Costello Senior Vice President CITY OF FEDERAL WAY By: Br t MCF 11 tny Manager JDW00924A/0072.050.003 -11- EXHIBIT A PAGEZ3 OF ATTEST/AUTHENTICATED: City Clerk, Maure M. Swaney STATE OF WASHI TON ) ) ss: COUNTY OF ) I certify that I know or have satisfactory evidence that Walter P. Costello signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Senior Vice President of THE QUADRANT CORPORATION to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. day of , 1990. P Jy �o w ry 0 m.aN0r9 C � � y � NOT /'Pt']BLI C O CIO My c fission expires a7� I: h'f NG1O� STATE O NGTON ) ss: COUNTY OF �'U� ) I certify that I know or have satisfactory evidence that Brent McFall signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the _--__ City_ Manager of THE CITY OF FEDERAL WAY to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. DATED thisa(O� y of , 1990. C � r N TARY PUBLIC My commission expires: JDW00924A/0072.050.003 -12- EXHIBIT_ PAGE 2` OF 25 • �- � ! .� •• ..� ... _�: • •'. - •.':• Y ]:�,�.:'". •> .;,irk ry`5.,..•.. ... •r••.�t �. -_- �� i ,` Ir� Sg .:: � ��•r• �trrr _ �. .. 3' •tom 'ar `':; �� '�� '_..�i.�'y l !''rY-r� rY-o r �,c• mew rFa ` .�' ��r"' •.:�! 4,L-^' . sr�w tarty �, er rr_ ..+-:•i:rr_ � -• ~� - r. ,f• ,� l! 'mwrxa ff�ft ', � ' l�f � ri �r l r '�•�• - # f•�•' '. :''• �•••• ice.=• ��. �� l � � .rkv ��+.rx��1'`L�_ �•� p,tQ/OYi _ •_�] �"•' yYiYfY •• r � -: --.....:F aL_� i�'. 7 ,`��, .•'�~ � , ,`rw` - y r ..,:_} :C -�'?�.,r '1:... :�-;%� r_�:'irw_ __i_: s: �� /' •1�i 1 : r , j CtW/>;prr �J-4 ::t ��/.~•. 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EXHIBI17 t Frr- PAGE OF:EX3ISI'TS- sw s- zff North 1 S l Sw a is 4 _ � � ST r st! —� S 37JS ST awk Enim Sw N -j R 1 �' ,,.. 'a " o of o J- ms k ST r rr wr r. 1Y O SO 1� !� •� l0.T S ,M n ST ar f CAMPtli _ + N —T� � ; o ij' Kits �l 1 ` l J 1 7 ,,11�`,�: i1 �1JS II CD a7'�Ifwn.H A 1 1 a i 1 llnlwrtgTi�yp —19— bR SI. F.eb, SrdWarlli i I __ SITE j Is �, �`"' kk STSw • s.xij .._ .ST Cf Slw �'S'6 I4. sa i f ST / S T j >>�aSr 57 w n ^ j 'in L� 57 + Sl -- S ST .! E f Jr M SSch „ PL CT f w ST L 1 s R �L L �1sw f `jg� �� s xc" J f Z 3713 ~ PL- i /jam• .• ¢r o ti �y N u.a 4 v r S■ S 73 ST s 3 Il t �` '3"s r ! sT i y 1 f'' r+ .f� •p '� y r � �`% � / � k ti,pp � � (� •j �� / - -� y V� I � � M � tr � If yt c INIVY MAP We Location PAS l IWf CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEW COMMITTEE Memorandum DATE: January 16, 1991 S w 345-1h e,, 1 b+ AJC-S TO: Tim Miller, Traffic Engineer Cary Roe, Surface Water Manager Bruce Lorentzen, Building Official Frank Atchley, Operations Lieutenant Gregory Brozek, Assistant to Fire Marshall Rick Gilmore, Federal Way Water and Sewer District Richard Lowe, Senior Project Engineer Jake Walker, Director of Planning & Facilities FROM: Department of Community Development PROJECT PLANNER: Greg F �ns, Senior Planner Phone: 661-4108 SUBJECT: WEST CAMPUS PLAZA RETAIL CENTER APPLICATION NO. SPR-91- 0001. ------------------------------------------------------------------ Submitted for your review is the attached application no. SPR-91- 0001. Owner: Quadrant Corporation / Western Securities Ltd. Agent: Commercial Design Architects, Kurt Jensen Location: Northwest corner of 1st Avenue South and S.W. 348th Street. SEPA: Project action environmental determination required. Proposal: Construct a 118,583 square foot retail complex. Please review the application and return any comments by Thursda January 31, 1991. cc memo: Jennifer Schroder, Supervisor of M & O gfd2 : spr91-1. wp Ln rl- < CL .......... ........................... ........ . ..... ............. ............. ........ ....... ..................... ---------- ........................................... En z-1 .................. .............................................. ................................ . ................. I ..... ........... ........................... ............................ C7) .. ..... 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D m...........................................................................................................»....................... .. ............... �. ,�................., fir. ........ ......................................................................................................................................i ....».......................................................... > 0 .b....................................................................................................................................... . ................................................................. . . .. .................................. _j a � b h T y /0� m A NOTICES SENT TO THE FOLLOWING ADDRESSES: 224 S. 346 LANE FEDERAL WAY, WA 98003 APARTMENTSUNITS 49-59 34610 2ND LANE S. FEDERAL WAY, WA 98003 APARTMENT UNITS 97-114 WEST CAMPUS PLAZA ZQ EPTUAL DRAINAGE. R_EPORT SUPPORTING HYDRO LOGlO D►4TA_. MARCH 27 1991 F401 S8 I)OWL Engineers 500 So. 336th Street, Suite 201 Federal. Way, Washzngtan 98003 lho�oco�� aecat„K„�s VAULT / _-I PROJ: WEST CAMPUS PLAZA WO: F40138.461 FILE: WCP CNV.WK1 DATE: 1/8791 AREA/CN BREAKDOWN AND Tc CALCULATIONS VAULT #1 CN/AREA BREAKDOWN ----------------------------------------------------- CONDITION SUB -BASIN TOTAL AREA GROUND % ----------- AREA CN (Ac) COVER (Ac) ----------------------------------------------------------------- DEVELOPED HILLSIDE 7.00 TREES 60 4.20 76 GRASS 40 2.80 86 ----------------------------------------------------------------- DEVELOPED SW CAMPUS 1.60 PAVING 80 1.28 98 DRIVE (N) GRASS 20 0.32 86 ----------------------------------------------------------------- DEVELOPED SW CAMPUS 2.94 PAVING 80 2.35 98 DRIVE (S) J GRASS 20 0.59 86 ----------------------------------------------------------------- DEVELOPED BANK ✓' 2.11 PAVING 90 1.90 98 GRASS 10 0.21 86 ----------------------------------------------------------------- UNDEVELOPED WEST CAMPUS 13.65 FOREST 100 13.65 76 ------------------------------------------------------------------ PLAZA VAULT #2 ------------------------------------- TIME OF CONCENTRATION I GROUND L S k V Tc 1 COVER (ft) (a) (ft/s) (min) I-------------------------------------------- I GROUND 260 21.0 3 1.37 5.00 1 COVER 1 -------------------------------------------- 1 PAVING 1 750 4.0 27 5.40 5.00 1 -------------------------------------------- I PAVING 1 1403 5.3 27 6.21 5.00 1 -------------------------------------------- 1 PAVING 1 150 4.0 27 5.40 5.00 1 -------------------------------------------- I FOREST 1450 5.5 3 0.70 34.29 CN/AREA BREAKDOWN 11 11 ----------------------------------------------------------------- CONDITION SUB -BASIN TOTAL AREA GROUND % AREA CN ------------- 11 GROUND L (Ac) COVER (Ac) 11 COVER (ft) ----------------------------------------------------------------- 11------------- DEVELOPED WEST CAMPUS 9.10 PAVING 90 8.19 98 11 PIPE 1050 PLAZA GRASS 10 0.91 86 I1 -------------------------------___-------------------------------- UNDEVELOPED WEST CAMPUS 9.10 FOREST 100 9.10 76 11------------- 11 FOREST 1050 PLAZA ---------------------------------------------------------------------------------- II --------------------- TIME OF CONCENTRATION _ ------------------------------ S k V Tc (%) (ft/s) (min) ------------------------------ 0.5 21 1.48 11.79 -------------------------- 5.5 3 0.70 24.87 -------------------------- ROOF AREA ------------------------------------------------------------- CNAREA BREAKDOWN --------------------------------------------------- I1 TIME OF CONCENTRATION ----------------------------------------------------------------- CONDITION SUB -BASIN TOTAL AREA IROUND % AREA 11 11 CN 11 ------- GROUND L S k V Tc (Ac) COVER (Ac) 11 11 COVER (ft) (.) (ft/s) (min) ----------------------------------------------------------------- DEVELOPED ROOF 2.36 ROOF 100 2.36 11 98 11 1, PIPE --------- 950 2.3 21 3.18 5.00 ----------------------------------------------------------------- 11 ---------------_---------------------------- UNDEVELOPED ROOF 2.36 ROOF 100 2.36 76 11 II FOREST 650 5.6 3 0.71 15.22 NOTE: A MINIMUM Tc OF 5.0 MINUTES WAS USED. D O W L ALASKA w.o. # ENGINEERS T E S T L A B COMPUTATIONS Project Name Client Name Sheet of Prepared by: Date Checked by: Date MUL7 01-F51TE FLOWS _ C'UZ&—,(ZLY -• 1 YAu L;7 I L2EA. 7 c su ►, a �� ti� a5 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS R OPTION: -9UH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: - S.C.S. TYPE -IA - 7-DAY DESIGN STORM 3 - STORM DATA FILE _ ?ECIFY STORM OPTION: 1 C.S. TYPE-lA R:AINFALL DISTRIBUTION ENTER: FREO(YEAR), DURATION(HOUR:), PRECIP(INCHES) 2 24.00 2.11 --------------------------------------------------------------------- S . C . S . TYPE-1 A DISTRIBUTION 2-YEAR 24-HOUR STORM 2. 11 " TOTAL PREC I P . -------------•-------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR: BASIN NO. 1 4.2 76.0 2.8 86.0 5.0 ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 7.0 4.2 76.0 2.8 86.0 5.0 -jPEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .90 7.83 16671 4TER Ed:31path3filenameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: AILLD.HYD 'ECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV)._A(IMPERV). CN(IMPERV), TC FOR BASIN NO. 2 OTA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A ON 1.6 .3 86.0 1.3 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .76 7.67 9904 -}BITER Ed:]Cpath3fi1enameC.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: ;WND. HYD PFECIFFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ------------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TO FOR BASIN NO. 3 .6 86.0 2.4 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A ON 3.0 .6 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.42 7.67 18440 LATER Ed:11path3fi1enameE.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2SWSD.HYD J"ECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C ---------------------------------------------------------------------- TER: A(PERV), CN(PERV), A(IMPERV), C:N(IMPERV), TO FOR BASIN NO. 4 .2 86.0 1.9 98.0 5.0 ATA PRINT-OUT: r AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A ON 2.1 .2 86.0 1.9 98.0 5.0 . PEAF -Q (C:FS) T-PEAK (HRS) VOL (CU-FT ) 1.06 7.67 13667 ENTER Cd:]Cpath]fi1ename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: VANKD. HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP n STORM OPTIONS: S.C.S. TYPE-1A - 7-DAY DESIGN STORM 3 - STORM DATA FILE `; �EC I FY STORM OPTION: 1 .C.S. TYPE -IA RAINFALL DISTRIBUTION BITER: FREW YEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 �0 2.95 Z # f. .�..�.� .�..� .�..�.. .�..�..fi.. •�• 5 . �_ . a . I T r G - 1 M L 1 Q 1 M 1 O V 1 1 VIM .T..T..t..T..T T..r..7 .� .i .7 i .T .T .r.T• •T 1 •r •r• 10-YEAR 24-HOUR STORM 2. 95" TOTAL PREC I P . ---------------------------------------------------------------------- TTER: A(PEPV), CN(PERV), A(IMPERV), CN(IMPERV), TO FOR BASIN NO. 1 4.2 76.0 2.8 86.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1 7.0 4.2 76.0 2.8 86.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.01 7.83 31427 � NTER E d : 1 E path ] f i l ename E . ext 7 FOR STORAGE OF COMPUTED HYDROGRAPH: 10HILLD.HYD ?ECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C -------------------------------------------------------------------- 'NTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .3 86.0 1.3 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A i_N A CN 1.6 .3 86.0 1.3 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.12 7.67 14592 ENTER E07Epath]fi1enameE.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: OSWND.HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S -- STOP C ----_...-----------__------_-------------------_..---------___-----_---------_----- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 .6 86.0 2.4 98.0 5.0 i1ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 .6 86.0 2.4 98.0 5.0 PEAK-Q (CFS) T-PEAK ( HRS) VOL (CU-FT ) 2.09 7.67 27211 NTER Ed:3Epath3fi1enameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: vOSWSD.HYD PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C ---------------------------------------------------------------------- -NTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 .2 86.0 1.9 98.0 5.0 nATA PRINT-OUT: `J AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)_ A CN A CN 2.1 .2 86.0 1.9 98.0 5.0 3 7 PEAf.-0(CFS) T-PEAK(HRS) VOL(CU-FT) 1.54 7.67 15525 =,TER Ed:]Epath3fi1enameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: )BANKD.HYD 5RECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: S.C.S. TYPE -IA 2 - 7-DAY DESIGN STORM ^�- STORM DATA FILE OPECIFY STORM OPTION: 1 ::C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREO(YEAR), DURATION(HOUR), PRECIP(INCHES) i)0 24.00 4.18 S.C.S. TYPE-1 A DISTRIBUTION 1 :******* 100-YEAR 24-HOUR STORM #: #: 4.18" TOTAL PRECIP. : ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 4.: 76.0 2.8 86.0 5.0 DATA PRINT-OUT: �AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 7.0 4.2 76.0 2.8 86.0 5.0 PEAK-0(CFS) T-PEAK(HRS) VOL(CU-FT) 3.99 7.67 56168 _,JTER Ed:]Epath]filenameE.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100HILLD. HYD 'ECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP _l C YTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. -J .3 86.0 1.3 9B.0 5.0 ATA PRINT-OUT: 4� AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN ._r 1.6 .3 86.0 1.3 98.0 5.0 PEAK-0(CFS) T-PEAK(HRS) VOL(CU-FT) 1.65 7.67 21566 ENTER Ed:3Epath3fi1enameE.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 0SWND.HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C --------------------------------------------------------------------- ONTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 .6 86.0 2.4 58.0 5.0 PQTA PRINT-OUT: ,AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 .6 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 3.08 7.67 40268 ATER Ed Q Epath3filenameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: 100SWSD.HYD =ECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C r-_____- ----------------------------------------------------------.--- nTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 .2 86.0 1.9 98.0 5.0 ;TA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.1 .2 86.0 1.9 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.23 7.67 29174 ENTER E03Epath3fi1enameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: ?OBANKD. HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: - S. C. S. TYPE- 1A 2- 7-DAY DESIGN STORM 3 - STORM DATA FILE _iECIFY STORM OPTION: i C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQc:YEAR), DURATION(HOUR), PRECIP(INCHES) 2 24.00 2.11 --------------------------------------------------------------------- S . C . S . TYPE-1 A DISTRIBUTION -YEAR 24-HOUR STORM *:#:** 2. 11 " TOTAL PREC I P . --------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 13.7 76.0 .0 98.0 34.3 TA PRINT-OUT: AREA(ACRES) 13.7 PERVIOUS A CN 13.7 76.0 IMPERVIOUS A CN .0 98.0 TC(MINUTES) 34.3 ._, PEAK - • T-PEAK (HRS) VOL (CU-FT ) .48 8.50 23287 JTER Ed:3EpathlfilenameE.eht3 FOR STORAGE OF COMPUTED HYDROGRAPH: 2ALLU.HYD J� SPECIFY: C - CONTINUE. N - NEWSTORM. P - PRINT. S - STOP N -T'ORM OPTIONS: - S.C.S. TYPE-lA 7-DAY DESIGN STORM 3 - STORM DATA FILE ='ECIFY STORM OPTION: 11 '-). C:.. S. TYPE-lA RAINFALL DISTRIBUTION -ATER: FREOCYEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 2.95 ' -------------------------------------------------------------------- k S . C . S . TYPE-1 A DISTRIBUTION # :: 10-YEAR 24-HOUR STORM *:# ** 2. 95" TOTAL PREC I P. ---------------------------------------------------------_-------------- LATER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TO FOR BASIN NO. 1 13.7 76.0 .0 98.0 34.3 )TA PRINT-OUT: iAREA(ACRES) 13.7 PERVIOUS A CN 13.7 76.0 IMPERVIOUS A ON .0 98.0 TC(MINUTES) PEAK T-PEAK (HRS) VOL (CU-FT ) 8.00 48405 ATER Cd:]Epath]fi1enameE.ext7 FOR STORAGE OF COMPUTED HYDROGRAPH: ?ALLU.HYD MPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: - S. i :. S. TYPE- 1A 2 - 7-DAY DESIGN STORM -- STORM DATA FILE ..0 SPECIFY STORM OPTION: i 5.C.S. TYPE -IA RAINFALL DISTRIBUTION ENTER: FREG?CYEAR), DURATIONCHOUR), PRECIP(INCHES) ) > 24.00 �0 4.10 --------------------------------------------------------------------- S . C . S . TYPE-1 A DISTRIBUTION 100-YEAR 24-HOUR STORM :# *** 4. 10" TOTAL PREC I P. ---------------------------------------------------------------------- "LATER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 13.7 76.0 .0 98.0 34.3 �4 DATA PRINT-OUT: AREA(ACRES) 13.7 PERVIOUS A CN 13.7 76.0 IMPERVIOUS A CN .0 98.0 TC(MINUTES) 34.3 PEAK - T-F'EAF (HRS) VOL (i= U-FT ) 3. 56 8.00 89463 TEE: E d : ] [ path 3 f i 1 en <ame E . e x t ] FOR STORAGE OF COMPUTED HYDRUUKAF-'H: OALLU.HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP S ROUTINE FOR ADDING HYDROGRAPHS I JTER: Ed:3Epath3fi1enameE.ext3 OF HYDROGRAPH 1 2wANKu. HYD QTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 3.77 "nTER: Ed:3Epath3filenamel.ext3 OF HYDROGRAPH 2 !fWSD.HYD FNTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .00 DATA PRINT-OUT: HYDROGRAPH 1: PEAK-Q= HYDROGRAPH PEAK-0= I YDROGRAPH SUM: PEAK-Q= i 1.02 CFS T-PEAK= 7.83 HRS TT= 3 MINUTES 1.42 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES 2.34 CFS T-PEAK= 7.83 HRS -TOTAL TOTAL VOLUME: 31926C:U-FT -PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F I _ATER [WI Epath3filenamel.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: TEMP.HYD 'ECIFY: C - CONTINUE, N - NEWJOR, F - FILE, P - PRINT, S - STOP N TER: 1d:3Epath3filenameE.ext3 OF HYDROGRAPH 1 ILLD.HYD TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 2.31 'LATER: Ed : 3 [path 3 f i I enameE . ext 3 OF HYDROGRAPH 2 3WND.HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .i 0 DATA PRINT-OUT: HYDROGRAPH 1: PEAK-Q= .85 CFS T-PEAK= 7.83 HRS TT= 2 MINUTES HYDROGRAPH 2: PEAK-Q= .76 CFS T-PEAK= 7.67 HRS TT= i � MINUTES (DROGRAPH SUM: PEAK-Q= 1.60 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 26646C:U-FT WECIFY: C - CONTINUE, N - NEWJ08, F - FILE, P - PRINT, S - STOP C `,JTER: EdWEpath3filenameE.ext3 OF HYDROGRAPH 3 TEMP.HYD TMTPP • TPAWPI T T MQ r' M T H ITP 1 np wvnpnmpnpu ^-. 7 00 DATA PRINT-OUT: '�HYDROGRAPH S: PEAK-Q= 1.60 CFS T-PEAK= 7.83 HRS TT= O MINUTES iHYDROGRAPH 3: PEAK-Q= 2.34 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES I `DROGRAPH SUM: PEAF -D= 3.94 . FS T-PEAK= 7.83 HRS TOTAL VOLUME: 58596CU-FT '!fIECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F' F)TER Ed:]Epath]filenamel.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ALLD .HYD FTECIFY: C - CONTINUE, N -- NEWJOB, F - FILE, P - PRINT, S - STOP RQUTINE FOR ADDING HYDROGRAPHS R: Ed: ][path]fi1enameE.ext] OF HYDROGRAPH 1 l0BANKD. HYD 1 1TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 3.77 t JTER: Ed:3Epath3fi1enameE.ext3 OF HYDROGRAPH 2 10SWSD . HYD .E1'JTEf: TRAVEL TIME (MINUTES) OF HYDROGRAPH J .00 i ATA PRINT-OUT: HYDROGRAPH 1: PEAK-Q= 1.47 CFS T-PEAFI= 7.83 HRS TT= 3 MINUTES ,HYDROGRAPH 2: PEAF::-Q= 2.09 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES 4DROGRAPH SUM: PEAK-Q= 3.41 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 47352CU-FT _j SPECIFY: C: - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP f' ENTER Ed:]Epath]filenameE.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: TgMP.HYD SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP N LATER: 1d:3Epath3filenameE.ext3 OF HYDROGRAPH 1 loHILLD. HYD ! JTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 2.31 I JTER: Ed : ]Epath ] f i 1 enarnel . ext ] OF HYDROGRAPH 2 r6SWND . HYD 1 1TER: TRAVEL TIME(MINUTES) OF HYDROGRAPH .00 DATA PRINT-OUT: o _1HYDROGRAPH 1: PEAK-Q= 2.01 CFS T-PEAK= 7.83 HRS TT= 2 MINUTES HYDROGRAPH 2: PEAK-Q= 1.12 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES HYDROGRAPH SUM: PEAK-Q= 3.05 CFS T-PEAK;= 7.83 HRS �1 ;TOTAL VOLUME: 45990CU-FT FTECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP t ENTER: Ed:]Epath]filenarrieE.ext] OF HYDROGRAPH 3 'MP. HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 .00 DATA PRINT-OUT: 1' HYDROGRAPH S: PEAK;-Q= 3.05 CFS T-PEAK':= 7.83 HRS TT= 0 MINUTES 'HYDROGRAPH 3: PEAK:-Q= 3.41 CFS T-P'EAh•;= 7.83 HRS TT= 0 MINUTES 1 ''DF.'OGRAF'H SUM: FEAK�-Q= 6.46 :;FS T-PEAKk= 7.83 HRS TOTAL VOLUME: 93360CU-FT v I .ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F E 1TER Ed:]Epath]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: iOALLD. HYD ,':'ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP mUTINE FOR ADDING HYDROGRAPHS ENTER: Ed:]Epath]filenamel.ext] OF HYDROGRAPH 1 i Q0BANKD. HYD L4TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 3.77 LATER: Ed:]Epath]filenameE.ext] OF HYDROGRAPH 2 l o0SWSD . HYD I dTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .00 ' ETA PRINT-OUT: HYDROGRAPH 1: PEA["-Q= 2.13 CFS T-PEAKS:= 7.83 HRS TT= 3 MINUTES HYDROGRAPH 2: PEAK':-Q= 3.08 CFS T-PEAK:= 7.67 HRS TT= 0 MINUTES HYDROGRAPH SUM: PEAK-Q= 4.99 CFS T-PEAKS= 7.83 HRS TOTAL VOLUME: 69564CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER Ed:]Epath]filenarfiel.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 'MP. HYD SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP N �)NTER: Ed:]Epath3filenamel.ext] OF HYDROGRAPH 1 i)OHILLD.HYD TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 2.31 ENTER: Ed : ] Epath ] f i 1 enariel . ext ] OF HYDROGRAPH 2 " .)OSWND. HYD 1 ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .00 TA PRINT-OUT: HYDROGRAPH 1: PEAK-0= 3.93 CFS T-PEAK= 7.83 HRS TT= 2 MINUTES 1HYDRO13RAPH 2: PEAK-0= 1.65 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES `YDROGRAPH SUM: PEAK-Q= 5.46 CFS T-PEAF-*`= 7.83 HRS TOTAL VOLUME: 777540U-FT ?ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP '1�4TER: Ed:3Epath3filenameE.ext3 OF HYDROGRAPH 3 =MP. HYD -NTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 .00 _;ATA PRINT-OUT: -iHYDR:OGRAPH S: PEAK-Q= 5.4E CFS HYDROGRAPH 3: PEAK-Q= 4.99 CFS ,VDROGRAPH SUM: PEAK-O= 1�=�.45 FS ,TOTAL VOLUME: 1473660U-FT T-PEAK= 7.83 HRS TT= D MINUTES T-PEAK= 7.83 HRS TT= 0 MINUTES T-PEAK= 7.83 HRS SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F ,-,LATER Ed: ] [path I f i l enamel . ext ] FOR STORAGE OF COMPUTED HYDROGRAPH: 100ALLD. HYD .,'ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP 5 r,top - Program terminated. PRO1: WEST CAMPUS PLAZA WO: F40138 FILE: WCP V1OR.WK1 DATA: 01/08/90 TABLE 6: VAULT #1- STAGE/ORIFICE CALCULATIONS VAULT DATA: L= 64.5 W= 60 SF=3870 INVERT ELEV: 219.2 TOP OF VAULT ELEV: 229.0 MAXIMUM WATER,ELEV: 224.4 ORIFICE #1 ORIFICE #2 ORIFICE #3 DIA (in)= 3.11 DIA (in)= 9.13 DIA (in)= 0.00 TOTAL EL= 3.9 EL= 0 STAGE VOL OUTFLOW OUTFLOW (cfs) OUTFLOW (cfs) OUTFLOW (cfs) 0 0 0 0.000 0.000 0.000 1 3870 0.262 0.262 0.000 0.000 1.5 5805 0.321 0.321 0.000 0.000 2 7740 0.371 0.371 0.000 0.000 2.5 9675 0.415 0.415 0.000 0.000 3 11610 0.455 0.455 0.000 0.000 3.5 13545 0.491 0.491 0.000 0.000 4 15480 1.240 0.525 0.715 0.000 4.5 17415 2.309 0.557 1.752 0.000 5 19350 2.959 0.587 2.372 0.000 5.5 21285 3.477 0.616 2.861 0.000 6 23220 3.921 0.643 3.278 0.000 6.2 23994 4.084 0.654 3.431 0.000 6.5 25155 4.317 0.669 3.647 0.000 7 27090 4.677 0.694 3.983 0.000 /AA!2C-A5C 4o6u,,-fE94 /A8714 L No ?0 0 orEi -sizE eO FAG �o � /D-y,- 57o4M W1714,(, 2u^r I-z>,e 2 /o - y r 570Lr76 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA S - RDFAC 10 - RETURN TO DOS Ei4TER OPTION: FSERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY Ed:31path]fil,enameE.ext] OF ROUTING DATA 6"?P_ViD. DAT DISPLAY POUTING DATA (Y or N)? 'UTI.NG DATA: 3TAGEc0 DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SO-FT) 1. .00 26 .G . 2.are . 37 3870.0 G 3.00 • 7740.0 .0 3.50 .46 49 11610.0 .G 4.00 .49 1.24 13545.0 .0 .00 2.31 15480.0 5. t ifj 2.96 17415.0 .G 5.50 a 3.48 48 19350.0 G 6.00 . 3.92 21285.0 .0 E. 4.08 23220.0 .0 6.50 �� 3SS4. i_a . G 7. (7(j ...:,c 4.68 25155. (� .G 0 27090.0 . 'ERAGE PERM -RATE: .G MINUTES/INCH BITER Ed:31path3filenameE.ext3 ,LLD. HYD OF COMPUTED HYDROGRAPH: JFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) 3.94 PEAK-OUTFLOW(CFS) 1.06 > ,q(o OUTFLOW-VOL(CU-FT) 58560 INITIAL-STAGE(FT) 219.20 TIME-OF-PEAK(HRS) 8. 83 PEAK -STORAGE: 15020 CU-FT PEAK-STAGE-ELEV(FT) 223.08 E TER Ed:3Epathlfilename[.ext7 FOR STORAGE OF COMPUTED HYDROGRAPH: 2ALLDO.HYD iECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C LITER Ed:3Epath3filenameE.ext3 OF COMPUTED HYDROGRAPH: YALLD. HYD I1FLOW/OUTFLOW ANALYSIS: 'PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 6.46 3. 19 = 3 , i e 93337 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) _a 219.20 8.17 224.42 SPEAK' STORAGE: 20190 CU-FT ENTER Ed:3Epath3filenamel.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: i 'ALLDO. HYD SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE ENTER Ed:JEpathJfilenamel.extJ OF COMPUTED HYDROGRAPH: a_-�OALLD. HYD IMPUTED ROUTING -DATA HAS BEEN EXTRAPOLATED. ;FLOW/OUTFLOW ANALYSIS: a PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 10.45 4.99 147338 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 219.20 8.17 226.63 2Z4.4 PEAK STORAGE: 28740 CU-FT F ITER Ed:3Epath3filenameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: 1 _� OALLDO. HYD E'ECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE E-i Stop - Program terminated. Fmd-& vAuL-r PROJ: WEST CAMPUS PLAZA WO: F40138 FILE: WCP V1OR.WK1 DATA: 01/08/90 TABLE 6: VAULT #1- STABE/ORIFICE CALCULATIONS --------------------------------------------- --------------------------------------------- VAULT DATA: L= 135 W= 40 SF=5400 INVERT ELEV: 219.2 TOP OF VAULT ELEV: 229.0 MAXIMUM WATER ELEV: 224.4 ORIFICE #1 ORIFICE #2 36' RISER DIA (in)= 3.11 DIA (in)= 9.13 DIA (in)= 0.00 TOTAL EL= 3.9 EL= 0 STAGE VOL OUTFLOW OUTFLOW (cfs) OUTFLOW (cfs) OUTFLOW (cfs) 0 0 0 0.000 0.000 0.000 1 5400 0.262 0.262 0.000 0.000 1.5 8100 0.321 0.321 0.000 0.000 2 10800 0.371 0.371 0.000 0.000 2.5 13500 0.415 0.415 0.000 0.000 3 16200 0.455 0.455 0.000 0.000 3.5 IB900 0.491 0.491 0.000 0.000 4 21600 1.240 0.525 0.715 0.000 4.5 24300 2.309 0.557 1.752 0.000 5 27000 2.959 0.5B7 2.372 0.000 5.5 29700 B.077 0.616 2.B61 4.600 6 32400 10.921 0.643 3.270 7.000 6.2 33480 32.0B4 6.654 3.431 2B.000 6.5 35100 41.317 0.669 3.647 37.000 7 37800 49.677 0.694 3.9B3 45.000 1 JAP-yr , z;�) LIAL-ICT KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC. 10 - RETURN TO DOS TER OPTION: PF.SERVOIR ROUTING INFLOW/OUTFLOW ROUTINE Sr'ECIFY Ed:]Epath3filenamel.ekt] OF ROUTING DATA W17.P_V1D.DAT )ISPLAY ROUTING DATA (Y or N)? rlUTING DATA: STAGE(FT) .00 1.00 2.00 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.20 6.50 7.00 DISCHARGE(CFS) .00 .26 .til7 ^ .46 .49 1.24 2..31 2.96 8.08 10.90 32.10 41.30 49.70 STORAGE(CU-FT) .0 5400.0 10800.0 16200.0 18900.0 21600.0 24300.0 27000.0 29700.0 32400.0 33480.0 33100.0 37800.0 PERM-AREA(SQ-FT) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 o''ERAGE PERM -RATE: .0 MINUTES/INCH ENTER Ed:][path3fi1enameE.ext] OF COMPUTED HYDROGRAPH: `LLD. HYD INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3.94 .85 58531 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .� 219.20 12.50 222.94 PEAK STORAGE: 20190 CU-FT / E�'1lTER Ed:3Epath3filenameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: 1LLDO.HYD SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE ENTER Ed:3Epath3filename[.ext3 OF COMPUTED HYDROGRAPH: I-TALLD . HYD i INFLOW/OUTFLOW ANALYSIS: j PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 6.46 2.25 93305 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 219.20 8.50 223.67 -PEAK STORAGE: 24150 CU-FT ENTER Ed:3Epath3filenamel.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: i3OALLDO. HYD :.•'ECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C E TER Ed:3Epath3filenamel.ext3 OF COMPUTED HYDROGRAPH: 100ALLD. HYD _1 :'FLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 10.45 8.43 147308 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 219.20 8.00 224.76 _j PEAK STORAGE: 30030 CU-FT A E ITER Ed:3Epath3filenaaieE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: 1,iOALLDO. HYD E�ECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE cj Stop - Program terminated. I PROJ: VEST CAMPUS PLAZA NO: F40138 FILE: NCP YIRE.VK1 DATE: 1/08/91 TABLE 8: VAULT 11- SCS ROUTING RESULTS DEVELOPED EXIST COND RELEASE RATE FLOW RATE FLOW RATE AFTER ROUTING PEAK STAGE DEPTH STORM EVENT (cfs) (cfs) (cfs) (ft) (ft) 2YR - 24HR 3.94 0.48 0.85 222.94 3.74 IOYR - 24HR 6.46 1.59 2.25 223.67 4.47 100YR - 24HR 10.45 3.56 — ' 8.43 224.76 5.56 VA Uil 2 PROJ: WEST CAMPUS PLAZA WO: F40138.461 FILE: WCP CNV.WK1 DATE: 1/8791 AREA/CN BREAKDOWN AND Tc CALCULATIONS VAULT #1 CN/AREA BREAKDOWN I ----------------------------------------------------------------- CONDITION SUB -BASIN TOTAL AREA GROUND % AREA I CN 1 (Ac) COVER (Ac) I ------------------------------------------------------------------- DEVELOPED HILLSIDE 7.00 TREES 60 4.20 1 76 1 GRASS 40 2.80 86 1 DEVELOPED SW CAMPUS 1.60 PAVING 80 1.28 98 1 DRIVE (N) GRASS 20 0.32 86 1 ----------------------------------------------------------------- DEVELOPED SW CAMPUS 2.94 PAVING 80 2.35 I 98 1 DRIVE (S) GRASS 20 0.59 86 1 ---------_------------------------------------------------------- DEVELOPED BANK 2.11 PAVING 90 1.90 1 98 1 GRASS 10 0.21 86 1 ----------------------------------------------------------------- UNDEVELOPED WEST CAMPUS 13.65 FOREST 100 13.65 1 76 1 PLAZA I VAULT #2 CN/AREA BREAKDOWN ------------------------------------- CONDITION SUB -BASIN TOTAL AREA GROUND %- (Ac) COVER ------------------------------------------------- DEVELOPED WEST CAMPUS 9.10 PAVING 90 PLAZA GRASS 10 --- UNDEVELOPED WEST CAMPUS 9.10 FOREST100 PLAZA -------------------------------------------------- ROOF AREA -------------------------------------------- 1 TIME OF CONCENTRATION I-------------------------------------------- I GROUND L S k V Tc I COVER (ft) (%) (ft/s) (min) 1-------------------_-------------------_---- I GROUND 260 21.0 3 1.37 5.00 1 COVER 1-------------------------------------------- I PAVING 750 4.0 27 5.40 5.00 1 1 -------------------------------------------- 1 PAVING 1403 5.3 27 6.21 5.00 I PAVING 150 4.0 27 5.40 5.00 I FOREST 1450 5.5 3 0.70 34.29 ------------------------------------------------------------ II TIME OF CONCENTRATION -------------------------------------------- AREA CN 11 GROUND L S k V Tc (Ac) 11 COVER (ft) (%) (ft/s) (min) ------------- 11 -------------------------------------------- 8.19 98 11 PIPE 1050 0.5 21 1.48 11.79 0.91 86 11 ------------ 9.10 76 11 -------------------------------------------- 11 FOREST 11 1050 5.5 3 0.70 24.87 CN/AREA BREAKDOWN 11 TIME OF CONCENTRATION -------------------------------------- j---------------- ---------- 11 -------------------------------------------- CONDITION SUB -BASIN TOTAL AREA GROUND % AREA CN 11 GROUND L S k V Tc (Ac) COVER (Ac) 11 COVER (ft) (%) (ft/s) (min) ----------------------------------------------------------------- 11 -------------------------------------------- DEVELOPED ROOF 2.36 ROOF 100 2.36 98 11 PIPE 950 2.3 21 3.18 5.00 UNDEVELOPED ROOF 2.36 ROOF 100 2.36 76 11 FOREST 650 5.6 3 0.71 15.22 11 ----------------------------------------------------------------------------------------------------------------- NOTE: A MINIMUM Tc OF 5.0 MINUTES WAS USED. CR-�Atta••l of �"�'`1t�v-v4R.o�PktS wcc�_vZ.c.oc+..T KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: jBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH 'STORM OPTIONS: - S.C.S. TYPE-lA - 7-DAY DESIGN STORM - STORM DATA FILE SPECIFY STORM OPTION: .C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) _] 1 24.00 .70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ******** 1-YEAR 24-HOUR STORM **** .70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ,,NTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 ___j .9 86.0 8.2 98.0 11.8 7ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.1 .9 86.0 8.2 98.0 11.8 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.04 7.83 15179 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: '.ALLD . HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 7 N oVORM OPTIONS: 71 - S.C.S. TYPE-lA - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 "9 C.S. TYPE-lA RAINFALL DISTRIBUTION TER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2 24.00 2.11 --------------------------------------------------------------------- ******************* S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.11" TOTAL PRECIP. ********* 'NTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .9 86.0 8.2 98.0 11.8 _ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.1 .9 86.0 8.2 98.0 11.8 PEAE-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 4.02 7.83 59023 ,LATER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ,ALLD.HYD 7PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP i N STORM OPTIONS: I - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM - STORM DATA FILE SPECIFY STORM OPTION: `9.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 2.95 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ******** 10-YEAR 24-HOUR STORM **** 2.95" TOTAL PRECIP. ********* -A ---------------------------------------------------------------------- ^NTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .9 86.0 8.2 98.0 11.8 -J DATA PRINT-OUT: Z AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.1 .9 86.0 8.2 98.0 11.8 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 5.81 7.83 86096 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: OALLD.HYD PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N jTORM OPTIONS: - S.C.S. TYPE-lA - 7-DAY DESIGN STORM - STORM DATA FILE PECIFY STORM OPTION: i ;.C.S. TYPE-lA RAINFALL DISTRIBUTION ,NTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 4.18 ---------------------------------------------------------------------- ******************* S.C.S. TYPE-lA DISTRIBUTION ******************** ******** 100-YEAR 24-HOUR STORM **** 4.18" TOTAL PRECIP. ********* ---------------------------------------------------------------------- yNTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .9 86.0 8.2 98.0 11.8 _)ATA PRINT-OUT: i AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.1 .9 86.0 8.2 98.0 11.8 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 8.45 7.83 126120 _;NTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: _MALLD . HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: _-i - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM - - STORM DATA FILE SPECIFY STORM OPTION: 1 8.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 5 1 24.00 .70 ---------------------------------------------------------------------- ******************* S.C.S. TYPE-lA DISTRIBUTION ******************** ******** 1-YEAR 24-HOUR STORM **** .70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- R: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 9.1 76.0 .0 .0 24.9 � ATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.1 9.1 76.0 .0 .0 24.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .01 23.83 47 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ',ALLU . HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N _STORM OPTIONS: S.C.S. TYPE-lA - 7-DAY DESIGN STORM 3 - STORM DATA FILE APECIFY STORM OPTION: J. '.C.S. TYPE-lA RAINFALL DISTRIBUTION ,NTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2 24.00 2.11 --------------------------------------------------------------------- ******************* S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR,STORM **** 2.11" TOTAL PRECIP. ********* --------------------------------------------------------------------- INTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 9.1 76.0 .0 .0 24.9 _;,ATA PRINT-OUT AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.1 9.1 76.0 .0 .0 24.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .37 8.00 15541 NTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ALLU.HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: - S.C.S. TYPE-lA - 7-DAY DESIGN STORM - STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE-lA RAINFALL DISTRIBUTION -7NTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) �10 24.00 2.95 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ******** 10-YEAR 24-HOUR STORM **** 2.95" TOTAL PRECIP. ********* ---------------------------------------------------------------------- "INTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 9.1 76.0 .0 .0 24.9 -'DATA PRINT-OUT: AREA(ACRES) W PEAK-Q(CFS) 1.21 PERVIOUS A CN 9.1 76.0 T-PEAK(HRS) 7.83 IMPERVIOUS &A CN .0 .0 VOL(CU-FT) 32296 TC(MINUTES) 24.9 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10ALLU.HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP n STORM OPTIONS: 1 - S.C.S. TYPE-lA >. - 7-DAY DESIGN STORM d 3 - STORM DATA FILE SPECIFY STORM OPTION: -1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION _INTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 4.18 ---------------------------------------------------------------------- k******************* S.C.S. TYPE-lA DISTRIBUTION ******************** 100-YEAR 24-HOUR STORM **** 4.18" TOTAL PRECIP. ********* ---------------------------------------------------------------------- -INTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 9.1 76.0 .0 A 24.9 DATA PRINT-OUT: AREA(ACRES) ` 9.1 PERVIOUS A CN 9.1 76.0 IMPERVIOUS A CN .0 .0 TC(MINUTES) 24.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.88 7.83 A 61706 1TER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: �00ALLU.HYD �PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP S Stop - Program terminated. 1 1 1 A A x PROJ: WEST CAMPUS PLAZA WO: F40138.461 FILE: WCP V20R.WK1 DATA: 1/8791 4 VAULT #2- STAGE/ORIFICE CALCULATIONS VAULT DATA: L= 108 W= 60 SF= 6480 INVERT ELEV: 231.00 MAXIMUM WATER ELEV: 237.00 ST Dr 4 E /cw6c L* v24E C." C. % No -3001, 1a1cizekse ORIFICE #1 ORIFICE #2 RISER DIA -(in)= 2.390 DIA (in)=6.960 DIA (in)=30.000 TOTAL EL= 5.6 OVER. EL= 6.0 STAGE VOL OUTFLOW OUTFLOW (cfs) OUTFLOW (cfs) OUTFLOW (cfs) ------ 0 ------ 0 -------- 0 ------------- 0.000 -------------- 0.000 -------------- 0.000 1 6480 0.155 0.155 0.000 0.000 2 12960 0.219 0.219 0.000 0.000 3 19440 0.268 0.268 0.000 0.000 3.5 22680 0.290 0.290 0.000 0.000 4 25920 0.310 0.310 0.000 0.000 4.5 29160 0.329 0.329 0.000 0.000 5 32400 0.347 0.347 0.000 0.000 5.2 33696 0.353 0.353 0.000 0.000 5.3 34344 0.357 0.357 0.000 0.000 5.5 35640 0.364 0.364 0.000 0.000 6 38880 1.211 0.380 0.831 0.000 6.15 39852 2.669 0.384 0.975 1.310 6.2 40176 3.404 0.386 1.018 2.000 6.5 42120 9.642 0.395 1.247 8.000 7 45360 244366 0.410 1.555 22.400 j \AU -7 -2. Qo �•T ►J G� rLz lSw%_t S o E z kwt� ,dyA. bTbltMs A,o b,./. wcseksa I KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: I.,2SERVOIR ROUTING INFLOW/OUTFLOW ROUTINE '?ECIFY [d:][path]filename[.ext] OF ROUTING DATA �P_V2D.DAT DISPLAY ROUTING DATA (Y or N)? ROUTING DATA: PAGE(FT) .00 1.00 2.00 3.00 3.50 4.00 4.50 5.00 5.20 5.30 - 5.50 6.00 6.15 6.20 6.50 7.00 DISCHARGE(CFS) .00 .16 .22 .27 .29 .31 .33 .35 .35 .36 .36 1.21 2.67 3.40 9.64 24.37 . ttVERAGE PERM -RATE: i STORAGE(CU-FT) .0 6480.0 12960.0 19440.0 22680.0 25920.0 29160.0 32400.0 33696.0 34344.0 35640.0 38880.0 39852.0 40176.0 42120.0 45360.0 .0 MINUTES/INCH PERM-AREA(SQ-FT) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 JTER [d:][path]filename[.ext] OF COMPUTED HYDROGRAPH: - LLD.HYD -NFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW�(CFS) OUTFLOW-VOL(CU-FT) 4.02 .44 ✓ ov-- 58489 INITIAL-STAGE(FT) 231.00 PEAK STORAGE: TIME-OF-PEAK(HRS) 23.43 35960 CU-FT PEAK-STAGE-ELEV(FT) 236.55 [TER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: _A�,LDO . HYD '?PECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE j INTER [d:][path]filename[.ext] OF COMPUTED HYDROGRAPH: OALLD.HYD INFLOW/OUTFLOW ANALYSIS: I PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 5.81 1.17 V o\< 85536 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 231.00 11.00 236.97 _I PEAK STORAGE: 38710 CU-FT _ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ,OALLDO.HYD SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE top- Program terminated. A Z PROJ: WEST CAMPUS PLAZA WO: F40138.461 FILE: WCP V20R.WK1 DATA: 1/8791 VAULT #2- STAGE/ORIFICE CALCULATIONS VAULT DATA: L= 140 W= 60 SF= 8400 INVERT ELEV: 231.00 MAXIMUM WATER ELEV: 237.00 TOTAL STAGE VOL OUTFLOW ------ 0 ------ 0 ------- 0 1 8400 0.155 2 16800 0.219. 3 25200 0.268 3.5 29400 0.290 4 33600 0.310 4.5 37800 0.329' 5 42000 0.347 5.2 43680 0.353 5.3 44520 0.357' 5.5 46200 0.364 6 50400 1.211 6.15 51660 2.669 6.2 52080 3.404 6.5 54600 9.642 7 58800 24.366 a ORIFICE #1 DIA (in)= 2.390 OUTFLOW (cfs) 0.000 0.155 0.219 0.268 0.290 0.310 0.329 0.347 0.353 0.357 0.364 0.380 0.384 0.386 0.395 0.410 A- ,:6TA'4E I D\S G�etIrQ4G C.4t.c� S. . w'�3o`% l,�c�to`SrG ORIFICE #2 RISER DIA-(in)=6.960 DIA (in)=30.000 EL= 5.6 OVER. EL= 6.0 OUTFLOW (cfs) OUTFLOW (cfs) ---0.000 - - 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.831 0.000 0.975 1.310 1.018 2.000 1.247 8.000 1.555 22.400 v k kt-T # 2- r�:\HYDRO\KC_HYD> r KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS LNTER OPTION: "ESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d:][path]filename[.ext] OF ROUTING DATA ,vP V2D . DAT DISPLAY ROUTING DATA (Y or N),? OUTING DATA: STAGE(FT) .00 1.00 2.00 3.00 3.50 4.00 4.50 5.00 5.20 5.30 5.50 6.00 6.15 6.20 6.50 7.00 DISCHARGE(CFS) .00 .16 .22 .27 .29 .31 .33 .35 .35 .36 .36 1.21 2.67 3.40 9.64 24.37 VERAGE PERM -RATE: STORAGE(CU-FT) .0 8400.0 16800.0 25200.0 29400.0 33600.0 37800.0 42000.0 43680.0 44520.0 46200.0 50400.0 51660.0 52080.0 54.600.0 58800.0 .0 MINUTES/INCH PERM-AREA(SQ-FT) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ENTER [d:][path]filename[.ext] OF COMPUTED HYDROGRAPH: ALLD.HYD R.o u-'rk •1 c4 p_zSwLTS w/3o'�le ,�1C.C2.E.Dai�. T�FLOW/OUTFLOW ANALYSIS: SPEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT 4.02 44 '- 57461 ) INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 231.00 24.00 235.64 PEAK STORAGE: 38950 CU-FT ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: �LLDO.HYD SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE ENTER [d:][path]filename[.ext] OF COMPUTED HYDROGRAPH: O.ALLD . HYD INFLOW/OUTFLOW ANALYSIS: (PEAK-INFLOW(CFS) 5.81 INITIAL-STAGE(FT) 231.00 PEAK STORAGE: PEAK-OUTFLOW(CFS) .85 ✓ TIME-OF-PEAK(HRS) 14.67 48590 CU-FT OUTFLOW-VOL(CU-FT) 83640 PEAK-STAGE-ELEV(FT) 236.79 .rNTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10ALLDO.HYD _j fPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C I NTER [d:][path]filename[.ext] OF COMPUTED HYDROGRAPH: 200ALLD.HYD NFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) 8.45 INITIAL-STAGE(FT) 231.00 PEAK STORAGE: PEAK-OUTFLOW(CFS) 2.32 ✓ TIME-OF-PEAK(HRS) 8.83 51350 CU-FT OUTFLOW-VOL(CU-FT) 123558 PEAK-STAGE-ELEV(FT) 237.11 ✓ 'NTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: OOALLDO.HYD PECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE top - Program terminated. PROJ: WEST CAMPUS PLAZA WO: F40138.461 FILE: WCP V2RE.WK1 DATE: 1/8791 (VAULT 0- SCS ROUTING RESULTS DEVELOPED ALLOWABLE RELEASE RATE FLOW RATE RELEASE RATE AFTER ROUTING PEAK STAGE STORM EVENT (cfs) (cfs) (cfs) (ft) -------------------------------------------------- 1YR-24HR 1.04 0.01 ---- ----- 2YR - 24HR 4.02 0.37 0.34 235.64 10YR - 24HR 5.81 1.21 0.85 236.79 100YR - 24HR 8.45 2.88 2.32 237.11 i NOTE: THE 1YR-24HR STORM WAS CREATED USING ONE-THIRD OF THE 2YR-24HR STORM'S TOTAL PRECIPITATION. 4 I © 0 W L ALASKA► w.o. # Ad ENGINEERS T E S T L A B COMPUTATIONS F4 o l 3& Project Name Client Name Sheet of �.J r,S T C pc►�.P u,.S PlA'�,� Prepared by: Date Checked by: Date t C% t I a 1-,1 vo�t, oR"FkC ,rs CoNFIGu- T\�� "D �tA �tr ' �y 2 t r t ac � � Cs • �L Go ~ � Co F 'C -;_CA 3, _ a 34 1o�C L.Z\ c-� 0.8� GW-C(-�ATr- a2 Plc -- S\ c5s. ��. c_,>As L-(-+c\-a%A ORl�lc.-F,,. l • \.�Sr (ice/8 4 ` 2 3�'-SY � 2•�5h .- -- 2 OR-lF\C:�S cF �klvP��L�lT P�V-rl-A . D O W L AL► AKA w.o. # ENGINEERS T E B T L A B COMPUTATIONS V dvO 138 Project Name Client Name Sheet of prepared by: Date Checked by: Date 4 4 IT Z G�� c,�0�-�� o� z. 4�'�S o►Z��it.� . Q� : 2 �, v . 40 � � - v • � l Co c. � . e P 0 F Oj2.l C, 14 6A- Cp . � �o � b1fU'f l L., �o b • G L C IT � � � 'V 2 (�u _ 0. z, _ C5� 0 +� . O O W L ALAS KA w.o. # ENGINEERS T E S T L A B COMPUTATIONS Project Name Client Name Sheet of �I�ST-D�MPU,S pl. Aq-k Prepared by: Date Checked by: Date LG- — t DrCz "'6 r l o 6 4S¢Lovs Oe- riL' 23 \ ale- -- 07 A A..AnAlbirop PROJ: WEST CAMPUS PLAZA WO: F40138.461 FILE: WCP CNV.WK1 DATE: 1/8791 IN AREA/CN BREAKDOWN AND Tc CALCULATIONS VAULT #1 -------------- ---------------------------- CN/AREA BREAKDOWN --- ----------------------- --------------------~----------------_ '---`--'--'--`___ CONDITION _____________________ SUB ____ --------------- 11 TIME OF CONCENTRATION BASIN TOTAL AREA GROUND AREA CN rl !r ------------- GROUND ---(ft/S)--(min) ------------------- DEVELOPED HILLSIDE COVER _ ------------------------------------------------------------- (Ac) ___ _ -76 li COVER L (ft) S ° (°) k V Tc - ------ 7.00 TREES 60 4.20 86- r! GROUN 260 21.0 3 1.37 5.00 ----- ----------------------_BRASS_ 11 COVER DEVELOPED SW CAMPUS DRIVE (N) 1.60 - PAVING �__40_---2_80-__ 80 1.28 98 11 I! -------- PAVING --------------------- 750 ------M1 GRASS 20 0.32 86 11 4.0 27 5.40 5.00 DEVELOPED SW CAMPUS DRIVE (S) 2.94 ---`--------`-------- PAVING 80 2.35 98 11 1! ---------------- PAVING 1403 ---------------------------- -------------- ------ GRASS 20 0.59 86 11 5.3 27 6.21 5.00 DEVELOPED BANK 2.11 PAVING 90 -----' 1.90 98 11 -----'-"-"'-' ----------------------- ------------------- GRASS 10 0.21 86 !1 1! PAVING 150 4.0 27 5.40 5.00 UNDEVELOPED WEST CAMPUS 13.65 FOREST _ 100- �13.65- -76 _ ------- PLAZ---------------- ----A------------------------------------------------------------------------------------- 11 FOREST 1450- 5.5- 3- 0.70 34.29 ---- VAULT #2 ----------------------- CN/AREA BREAKDOWN -------------------------------------- --'""""-""------------------- ____ _____ TIME OF CONCENTRATION CONDITION SUB -BASIN TOTAL AREA GROUND % AREA it CN r! GROUND L $ ( )----(oj ________---(fV (min) (Ac) COVER ( ) !1 COVER k V Tc ----------------PLAZA - ---- Ac ft DEVELOPED WEST CAMPUS 11-------- ------------- 9.10 PAVING 90 8.19 98 II PIPE 1050 0.5 21 1.48 11.79 GRASS 10 0.91 86 II -------------------- UNDEVELOPED WEST CAMPUS 9.10 FOREST -100 9.10 76 ----------------------- - PLAZA FOREST 1050 5.5 3 0.10 24.87 ------------------------------------------------------------------------------------------------- ROOF AREA ------- --------- CN/AREA BREAKDOWN -------------------------------_- -- ---------------- ------------- ---------- -------------------------------------------------- CONDITIONTIME OF CONCENTRATION -------------- ;J SUB -BASIN TOTAL AREA GROUND % 1,AREA CN � GROUND L S kV Tc ----------------------------- (Ac)___ COVER (Ac) 11 COVER (ft) DEVELOPED ROOF __________________(°) ___------ (min) 2.36 ROOF 100-'--"-'"""-- 2.36 98 ! PIPE -� 950 2.3 21 3.18 5.00 UNDEVELOPED ROOF -------------------------- -- __ __ .36 ROOF 100 2.36 76 1r FOREST 650 5.6 3 0.71 �15.22 ------------- --------------------------------------- NOTE: A MINIMUM Tc OF 5.0 MINUTES WAS USED. 1 PR01: WEST CAMPUS PLAZA WO: F40138 FILE: WCP RRE.WK1 DATE: 1/8/91 ROOFTOP - SCS ROUTING RESULTS DEVELOPED EXIST CORD RELEASE RATE FLOW RATE FLOW RATE AFTER ROUTING STORM EVENT (cfs) (cfs)------(cfs)---- ------------------------------------ 2-YR, 24-HR 1.26 0.11 1.26 10-YR, 24-HR 1.80 0.39 1.80 t 100-YR, 24-HR 2.54 0.87 2.54 .f NOTE: NO DETENTION IS PROVIDED FOR ROOF OF SUPERMARKET, 1 DRUGSTORE AND ATTACHED SHOPS. DETACHED BUILDINGS } INCLUDED IN VAULT 2 BASIN. -J J -PUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH 371RM OPTIONS: S.C.S. TYPE -IA 7-DAY DESIGN STORM STORM DATA FILE STORM OPTION: 3. j-,. S. TYPE -IA RAINFALL DISTRIBUTION =N EF:: FRED ( YEAR) , DURATION ( HOUR) , PREC I P (INCHES ) -------------------- ---- #: S.C.S. TYPE-1A DISTRIBUTION 2-YEAR 24-HOUR STORM **** 2.11" TOTAL PRECIP. ---------------------- _____ ___________ _N ER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1- ), tsE, 2. 26, 98, 5 iP �A PRINT-OUT: AREA(ACRES) _I J 2.4 �,EAK-Q (CFS ) 1.26 PERVIOUS A CN .0 86.0 T-PEAK ( HRS ) 7.67 IMPERVIOUS A CN 2.4 98.0 VOL(CU-FT) 16134 TC(MINUTES) 5.0 VTER [d:31path3fi1&name[.ext3 FOR. STORAGE OF COMPUTED HYDROGRAPH: ? ',OFD. HYD [_jE ALREADY EXIST; OVERWRITE (Y or N) ? CIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV),-TC FOR BASIN NO.----- .6,76,0,98,55.2 !A PRINT-OUT: AREA(ACRES) 2.4 EAK-O(CFS) .11 PERVIOUS A CN 2.4 76.0 T-PEAK ( HRS ) 7.83 IMPERVIOUS A CN .0 98.0 VOL(CU-FT) 4034 TC (MINUTES) 15.2 fER [d:3[pathJfilenameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: OFU . HYD ,E ALREADY EXIST; OVERWRITE (Y or N) r CIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP RM OPTIONS: S.C.S. TYPE -IA 7-DAY DESIGN STORM 1 31C I FY STORM OPTION: :3, '.S. TYPE —IA RAINFALL DISTRIBUTION 1_I FER.- FREO(YEAR), DURATION(HOUR), PRECIP(INCHES) 110, 24, 2. 95 ------------------------------------------------------------------ S. C.S. TYRE-1A DISTRIBUTION:#::#:K::*:*:# 10-YEAR 24-HOUR STORM **** 2.95" TOTAL PRECIP. -------------------------------------------------------------------- i-EN ER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. i 86, '2. 36, 98, 5 'DE g A PRINT—OUT: JREA(ACRES) 2.4 •'EAK—GI (CFS ) 1 1.80 PERVIOUS A CN .0 86.0 T—PEAK (HRS ) 7.67 IMPERVIOUS A CN 2.4 98.0 VOL(CU—FT) 23288 TC(MINUTES) 5.0 D - ER Ed: 7 Epath 3 f i 1 enarrieE . ext 3 FOR STORAGE OF COMPUTED HYDR013RAPH: 1( ,;OOFD. HYD -ILE ALREADY EXIST; OVERWRITE (Y or N) ? r -1 3FtCIFY: C — CONTINUE, N — NEWSTORM, P — PRINT, S — STOP ------------------------------------------------------------------ 1_4ER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC: FOR BASIN NO. 2 86, 76, i �, 98, 15. 2 Do_ ; A PRINT—OUT: !AREA ( ACRES ) 2.4 'EAK—Q (C:FS ) _ j .39 PERVIOUS A CN 2.4 76.0 T-PEAK (HRS ) 7.83 IMPERVIOUS A CN .D 98.0 VOL(CU-FT) 8393 TC(MINUTES) 15.2 =i -TER E d : ] E path ] f i 1 enarrie E . ext 1 FOR STORAGE OF COMPUTED HYDROGRAPH: 14-IODFU. HYD -ILE ALREADY EXIST; OVERWRITE (Y or N) r 3FECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP , 3'_]RM OPTIONS: 1 S.C.S. TYPE-1A 2 - 7-DAY DESIGN STORM STORM DATA FILE 3f _-CIFY STORM OPTION: i - 3, '.S. TYPE -IA RAINFALL DISTRIBUTION =I--i ER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100, 24, 4. 11 7 _-_-_-----_____ -' Ld p nL rKtIIR. #******* �'T'FVr CN(PERV), ACIMFERV),N ------------ ' E,2•A6985 MPERV), 7C FOR SASIN NO. 1 )A TA PRINT-OUT: IREA(ACRES) 2.4 r-'EAK-Q (CFS) 2.54 PERVIOUS A CN -0 86.0 T-PEAK(HRS) 7.67 IMPERVIOUS A CN 2.4 98. o VOL(CU-FT) 33195 TC(MINUTES) 5.0 _N • EF, [d: 3 Cpath 3 f i 1 enameE . ext 3 FOR STOPA13E OF COMPUTED HYDROURAPH: -00ROOFD. HYD , ]E ALREADY EXIST; OVERWRITE (Y or N) ? F'-'_J FY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ------------------------------ -TER: A(PERV) CIVCF'EA =.l)6, 76, 0, 98, 15. iRV), (IMF' ERV), CNcIMPERV), TC FOR BASIN NO. DATA PRINT-OUT: REA (ACRES) 2.4 EAK-Q (CFS) .87 PERVIOUS A CN 2.4 76. 0 T-PEAK ( HRS ) 7.83 IMPERVIOUS A CN .o 98.0 VOL(CU-FT) 15577 TC(MINUTES) 15.2 ER Ed: 3 Epath 3 f i 1 enameE . e xt 3 FOR STORAGE OF COMPUTED HYDROGRAPH: 'OROOFU. HYD 'iE ALREADY EXIST; OVERWRITE (Y or N) d ' CIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, 5 - STOP Rao 3 PROJ: NEST CAMPUS PLAZA WO: F40138 FILE: WCP_CNP3.WK1 DATE: 1/09/91 TABLE 10: -------------------- POND #3- SCA DATA FOR DEVELOPED AREAS ------ ---------- ----------------- w------ ------ "---- CN/AREA BREAKDOWN'Ill -"---""""'------------------ ION Tc CALCULATION �� it CALCULATION -AREA 5UB-BASIN I "'--`-----`--`--`--'________________� �___,,,__.._..,.______--.._---------- TOTAL GROUND X AREA CN ---Tt S :: GROUND L k V Tc ::GRO (Ad COVER (Ad :: UNQ L S k V COVER (ft) (X) CAMPUS r (ft) (lin) :: COVER (ft) (1) (ft) » 22.74 -650 (min) PAVING 70 15.92-- 98 " ## SEE CAMPUS HI6HLANDS_##14,29 ::PIPEr- GRASS 30 6.82 86 1.10- -42 ^4.40-^-_ -- 2.46 -NI6HlANDS :: ### DIV 5 PIPE CALCS ### �_,._--__-__-_-------------- ROAD1 � , --------'-------�----------------------------::--------- -------------- 2.02 PAVING 80 1.62 98 -0.84 „ PAVING 1100 0.58 27 2.06 8.92 ::PIPE 300 2.00 42 5.94 GRASS 20 0.40 86 --------------- BALLPARK ------------------------------- __ _ --350 21.61 PAVINfi 15 3.24 98 ---NA-- �� DIRT- 0.50 10 0.71 8.25 :: GRASS 85 18.37 86 :: COVER NA 0 MA NA 0.00 ROAD 2 COVER - :;-------- ------------------------ 6.11 PAVING 80 4.89 98 ::PIPE 2200~~1.92 42 5.82- 6.30-::PIPE 230 GRASS 20 1.22 86 ::6.00 42 10.29 0.37 ------------ CAMPUS ---------------------- _ _ _ - - -98 ::-- -"#### 32.76 PAVINfi 50 16.38 VIEW ASSUMED Tc #### 19.00 ::----w----------------------------- GRASS 50 16.38 81 PIPE 850 1.28 42 4.75 2.98 _-APTS�-'-«-- OFFICE _----------------------- ----"-_-_- _ _ ~» 6.53 PAVINfi "::PIPE PARK 70 4.57 98 :: ##t#^ASSUMED 1c ttt# 8.00 2000 1.92- 42�5.82 GRASS 30 1.96 86 :: 5.73 OPEN _ :: - 5.89 y3 -y11 FOREST 100 5.98 76 ::FOREST --42' 900` 3.30� 0.54 27.52 AREA „:;PIPE 1650 1.92 5.82- 4.73 ------- ---------------- SCHOOL ---r__------ : :1 � ----- --- _ .---------------------------- "--.------ ----w�---»�"`_�-________ 4.64 FOREST 100 4.64r 76 ::FOREST,� 500 2.00 3 0.42 19.64 ;;NA 0 NA NA NA 0.00 ---------------------------------------------::-----------------------------------::----------------------------------- TABLE 11: POND #3- SCS DATA FOR UNDEVELOPED AREAS -----»-------------------------- ------ --- _-___ �____ CN/AREA BREAKDOWN ;: Tc CALCULATION - - -------------------- " -- - ___ _ SUB- BASIN TOTAL AREA GROUND X AREA CN :: GROUNDL r S- » k- -»V '- - (Ad COVER (Ad Tc ------- --_�,______ Ill COVER (ft) (X) (ft) (Min) UNDEVELOPED 102.30 FOREST 100 102.3 76 ::-FOREST 2450--4.08 M'3 0.61 67.39 BASIN „ PRD1: WEST CAMPUS PLAZA NO: F40138 FILE: MCP HYP3.WK1 DATE: 1109191 TABLE 12: POND #3- SUMMARY OF PEAK FLOWS FOR DEVELOPED AREAS ------------------------ ''----------------------------------_------__-_-- 11 1: STORM EVENT 11----------------------------------------------- SUB-BASIN FILE NAME 112YR-24HR " IOYR-24HR IOOYR-24HR P2/3-24HR ----------------------- CAMPUS ---------------------------------------------- HIGHLANDS -- CH5D.HYD - :1 8.47 " 12.70 - - 18.61 1.93 ROAD 1 1: R1D.HYD 1: 0.87 1.28 1.85 0.21 ________________________ 1: ----------------------------------------------- BALLPARK 1: BPD.HYD 1: 5.53 9.69 15.79 0.43 ----...,_.._-_---..------- -11---- --- ---------------------------------------- ROAD 2 :1 R2D.HYD :1 2.64 3.99 5.60 0.65 ------------------------ 11___---____--_____---________-_--_---_..___--„„- CAMPUS 1: VIEW APTS CVD.HYD :: 8.49 13.62 21.12 1.83 ------------------------ 11----------------------------------------------- OFFICE 1: PARK OPD.HYD 11 2.67 4.00 5.85 1 ------------------------ " ----------------------------------------------- 11 OPEN AREA OAD.HYD :: 0.22 0.75 1.71 0 ------------------------ ----------------------------------------------- SCHOOL :1 SCHD.HYD :1 0.20 0.69 1.55 0 ------------------------ ----------------------------------------------- TABLE 13: POND #3- SUMMARY OF PEAK FLOW FOR THE UNDEVELOPED AREA ------------------------ i----------------------------------------- l 1� STORM EVENT 11--------------------------------- SUB- BASIN FILE NAME :12YR-24HR IOYR-24HR IOOYR-24HR ----------------------- 1:----------------------------------------- UNBEV :: CONDITION BASU.HYD 11 3.28 8.50 19.22 n� li l? f, CI ;S c; Cf G .j o a 11 7� i PROJ: NEST CAMPUS PLAZA NO: F40090 FILE: NCP ADP3.NK1 DATE: 1/09/91 TABLE 14: POND #3- SUMMARY OF PEAK FLOWS FOR SUMMED HYDROBRAPHS C-,-o oz3 ----------------------------------- - - ^TIME 11 STORM EVENT FILE NAME „ PEAK FLOW (cfs) -- OF PEAK ------------------- (HRS) 2YR-24HR 2ALLD.HYD '; 28.17 7.83 -r i ----------------------------------- IOYR-24HR 10ALLD.HYD H --------- 45.24 7.83 5 s� ^-----^--^---------`-----rr IOOYR-24HR 100ALLD.HYD ;; --------------------------- 70.02 7.03 P2/3-24HR P2 3ALLD.HYD :1 5.47 7.83 TOTAL VOLUME GENERATED P2/3 EVENT: 93396 CuFt D O W L ALABKA w.O. # ENGINEERS T E S T L A B COMPUTATIONS Project Name Client Name Sheet of Prepared by: Date Checked by: Date Atl o 3 1 T224V L 7/ME rv2-Q-P6-F3.45W5 673 t 3 7 ^� .5 C Nl C\/, CA t0 p_ 4 n 0 .Ti J al-( jj � rjJ �Z DA Scrl CV :/D FACILITY DESIGN ROUTINE -1PECIFY TYPE OF R/D FACILITY: - 11V17/4-C Si2��C� 1 - POND 4 - INFILTRATION POND - TANK 5 - INFILTRATION TANK - VAULT 6 - GRAVEL TRENCH/BED 1 TER: POND SIDE SLOPE (HORIZ. COMPONENT) ENTER: EFFECTIVE STORAGE DEPTH(ft) BEFORE OVERFLOW ENTER Cd:31pathlfilenameC.ext3 OF PRIMARY DESIGN INFLOW HYDROGRAPH: ' t )OALLD. HYD R I MARY DESIGN INFLOW PEAK = 70.02 CFS ENTER PRIMARY DESIGN RELEASE RATE(cfs): `., �:1 r4 ENTER NUMBER OF INFLOW HYDROGRAPHS TO BE TESTED FOR PERFORMANCE (5 MAXIMUM): TER Cd:31path3filenameC.ext3 OF HYDROGRAPH 1: =?ALLD. HYD NTER TARGET RELEASE RATE(cfs): ,' . 79 ✓ ,LATER Cd:3Cpath3filenamel.ext3 OF HYDROGRAPH 2. _ j0ALLD . HYD ENTER.TARGET RELEASE RATE(cfs): 79 INTER: NUMBER OF ORIFICES, RISER-HEAD(ft), RISER-DIAMETER(in) '-_, 9, 36 -.JISER OVERFLOW DEPTH FOR PRIMARY PEAK INFLOW =' 4.23 FT 'PECIFY ITERATION DISPLAY: Y - YES, N - NO gPECIFY: R - REVIEW/REVISE INPUT, C - CONTINUE INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 554195 CU-FT ._.OTTOM ORIFICE: ENTER O-MAX(cfs) 2 __'IA.= 4.96 INCHES __,OP ORIFICE: ENTER HEIGHT(ft) 7 nIA.=17.12 INCHES `r'ERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE DESIGN HYD: 70.02 13.24 13.22 8.99 508000 TEST HYD 1: 28.17 1.79 1.76 6.98 372690 _TEST HYD 2: 45.24 6.79 7.54 4- 7.61 413740 '-PECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED Q9'AG•C UCTf3LIT -rM MMMt JTTIC A CAT•TI1C. ME" QACCTV ,NTER: STORAGE -INCREASE(%),, STAGE-HEIGHT(ft) �0,9 ,ERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE IDESIGN HYD: 70.02 13.24 11.19 8.39 607229 TEST HYD 1: 28.17 1.79 1.59 5.67 384050 TEST HYD 2: 45.24 6.79 6.16 7.35 518970 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP n .'ERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE DESIGN HYD: 70.02 13.24 11.19 8.39 607229 `NEST HYD 1: 29.17 1.79 1.59 5.67 384050 ;TEST HYD 2: 45.24 6.79 6.16 7.35 518970 -1 {TP.UCTURE DATA: R/D-POND (3.0:1 SIDE SLOPES) RISER -HEAD POND -BOTTOM -AREA TOP-AR:EA(C11F.B.) STOR-DEPTH 9.00 FT 58601.5 SO -FT �V0LUME 93012.9 SO -FT 9.00 FT 660947 CU-FT DOUBLE ORIFICE RESTRICTOR: DIA(INCHES) HT(FEET) 0-MAX(CFS) < 797702 BOTTOM ORIFICE: 4.96 .00 2.000 TOP ORIFICE: 17.12 7.00 11.240 _OUTING DATA: o'rAGE ( FT) .00 .90 1.80 2.70 3.60 4.50 5.40 6.30 7.00 7.20 8.10 9.00 9.10 9.20 9.30 9.40 9.50 9.60 9.70 9.80 9.90 10.00 10.10 10.20 10.30 10.40 10.50 10.60 10.70 10.80 DISCHAR:GE(CFS) .00 .63 .89 1.10 1.26 1.41 1.55 1.67 1.76 5.34 10.'23 13.24 14.45 16.42 18.89 21.75 24.95 28.46 32.25 36.29 40.58 45.09 49.82 53.63 55.39 57.08 58.7'2 60.31 61.85 63.35 STORAGE(CU-FT) .0 53997.9 110544.1 169691.0 231491.0 295996.8 363260.7 433335.3 489814.4 506272.9 582126.3 660947.7 669891.1 678872.0 687890.3 696946.0 706039.4 715170.4 724339.1 733545.6 74'2790.0 752072.4 76139'2.7 770751.1 780147.8 789582.6 799055.6 808567.1 818117.1 827705.5 PERM-AREA(SQ-FT) i� .0 .0 .0 .o .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ,JERAGE VERTICAL PERMEABILITY: .0 MINUTES/INCH SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP 1 CD Cn M)O O IDO m O 1 A 7 f ~0WNPN.~i�0mN l ^+MIAI�O"QnhlIn15i JU I ! ^r N N I + to r 117 1 I N IOA Q j + P 1 ~ O U I I I + I + M W tAmM mMm + roc=.+ I NOWo IInnm "N1o01AM7 1 NmNmW"O "i4—NN.mP u I Ci M f f I i I i U IL,. xwU. 1 00 I I I r I ! OIOAONlOApOilAO+OtAO+AO I � t m00101mIL Nti10TMr00 WIC 1 tzt/aj j MWNM ~~•'�-'� NNNNNNMAM')fij I I f r _ I 0 N N 0 0 0 0 0 0 0 0 j O W W i NNN PO m P cn AN'+00 1 nHL.1 ! R?mNNryNGNoM010R01 j -� i - 4 C\j N N RY T P IfI r Fr Ir i in I m r toI N r W li tj cc 11 M + = *r ICD tn¢zi Oj! inr G U I V1 II N I O OII 11 iptoNA+no MNR1CDto r,o'07, i_jL, t0tirfd LP4Q'A()- If U inwo I O 11 I F Im W11 W! OO ! 11 1 I 1 oil =11 i i! CC�NII ~~10 0 ID AN O000mQ0O I P M000000 0%(A cc Amr0MPPw Is7AM inin0 o1o10 I 311 ! ! I Sin US I (ntoin0N i O f W M. 2 { mmM.-rM f J r Mtiti I ! W I f I.. LA cc 7 I IANP0AN cng1m.Mr4 2 -i GU je)W) { "'�N m 01 f r r 1 I m +Y=r+ j ONNInNlAtolD0mi 1o01MP I O N O~.-r�-�yNtiNOPmP LLLI 0L) a I I M M ! +ti + I r t o J 1-r O W I D O ! m +n N f= ul 3[ Z x IOOMUIm W� I ~~M1�•NiTtiPNWtititi i OQ Q G Q, rr1 �InT""NNNNmmmm I Li.RRF� y►�.1-• ¢tA i NNNNR}MIR� I �� 1 wry T__.It �W x I X7'or'PQN'PPP~PPm0O 1 ALL r 0',+JF W ; NNNIVNNNPNNNNN f QO J I cu tn i W r � In 000TM1O,CDT- Nm i M I ��P.�yPM1O+AM1ti0N, r 0-4 i TonmmNnMti0 f U HU I-y-ytNMmNM1p01P W -� I MM f'IArDM1T f I Cin C *0 I OOOIft,(P 0 I 4tALU Q IA.rNP' wo01 i 1 ! I i I 1 01O"+N7v,, L1Dtim01 f J I N N N N N P N N N N N r W I N r I 0 I PRO1: WEST CAMPUS PLAZA WO: F40139 FILE: WCP P3OR.WK1 DATA: 3/26/91 ELEV 240.0 240.5 241.0 241.5 242.0 242.5 243.0 243.5 244.0 244.5 245.0 245.5 246.0 246.5 247.0 247.5 248.0 248.5 249.0 249.5 250.0 STAGE POND #3- STAGE/ORIFICE CALCULATIONS --------------------------------------------- POND DATA: CELL 1 SERVES AS WETPOND STORAGE TO ELEV 245.7 SIDESLOPES: 3:1 'INVERT ELEV: 240.0 TOP OF POND ELEV: 250.0 MAXIMUM WATER ELEV: 249.0 CUMULATIVE STORAGE, CU FT ----------------------------------- CELL CELL CELL TOTAL 1 2 3 VOLUME 0 0 0 0.5 0 19840 1.0 0 39680 1.5 0 61000 2.0 0 82320 2.5 0 105120 3.0 0 127920 3.5 0 152200 4.0 0 176480 4.5 0 202240 5.0 0 228000 5.5 0 255240 6.0 0398 292480 6.5 23632 311200 7.0 38865 339920 7.5 55999 370120 8.0 73133 400320 0.5 92169 432000 9.0 111205 463600 9.5 132142 496840 10.0 153078 530000 -------------------- 0 0 8509 28349 17018 56699 26494 87494 35970 110290 46414 151534 56058 194779 68269 220469 79600 256160 92059 294299 104438 332438 117704 373024 131130 422008 145444 480276 159750 538543 175039 601158 190320 663773 206569 730738 222818 797703 240034 869016 257250 940328 ORIFICE #1 DIA (in)= 4.96 OUTFLOW (cfs) 0.000 0.472 0.66B 0.818 0.944 1.056 1.156 1.249 1.335 1.416 1.493 1.566 1.635 1.702 1.766 1.828 1.BOB 1.946 2.003 2.058 2.111 ORIFICE #2 DIA (in)=17.12 EL= 7.0 OUTFLOW (cfs) -------------- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.624 7.954 9.741 11.248 12.576 13.776 OVERFLOW -------------- ➢IA (in)=36.00 EL= 9.0 OUTFLOW (cfs) -------------- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.330 29.217 TOTAL OUTFLOW (cfs) 0.00 0.47 0.67 0.82 0.94 1.06 1.16 1.25 1.34 1.42 1.49 1.57 1.64 1.70 1.77 7.45 9.94 11.69 13.25 24.96 45.10 RESERVOIR POUTING INFLOW/OUTFLOW ROUTINE NPECIFY Ed:3Epath3fi1enamsE.e t] OF ROUTING DATA WCP P3D. DAT DISPLAY ROUTING DATA (Y or N )'' 11 ROUTING DATA: WAGE(FT) DISCHARGE(CFS) .00 ) .00 . 5(_) .47 1.00 .67 1.50 .92 2. 00 .94 2.50 1.06 3.00 1.16 3.50 1.25 4.00 1.34 4.50 1.4'2 5.0() 1.49 5. 5�) 1.57 6.00 1.64 6.50 1.7() 7.00 1.77 7.50 7.45 8.00 9.84 8.50 11.69 9.00 13.25 9.50 24.96 10. 0(_) 45. 1() STORAGE (CU-FT) . C) 28349. 0 566g8 . i ) 8749 4 .(--) 116290. i) 151534.0 184778.0 220469.0 256160.0 294299.0 332438.0 373024.0 422008.0 480276.0 538543.0 601158.0 663773.0 730733.0 797703.o 869016. i) 940328.0 WERAGE PERM -FATE: .0 MINUTES/INi=H J �N O 3 Pow c✓ ro%rrkes �> 2 0FAC daGuM e3) PERM-AREA(SQ-FT) . i) .0 .0 i� .o .i) „ i) .0 .0 0 .0 . () .0 .0 .0 y0 .0 . 0 .0 RUM ENTER: E d: 3 E path ] f i .l ename E. e t 7 OF COMPUTED HYDROGRAPH: . HYD INFLOW/OUTFLOW ANALYSIS: PEAK -INFLOW (i_ FS) PEAK -OUTFLOW (i_ FS) OUTFLOW-VOL (i_ U-FT ) 28.17 1 . 58 � 359545 - INITIAL -STAGE (: FT) TIME -OF -PEAK (: HE'S) PEAK-STAGE-ELEV (: FT) 240.00 24.17 245. 6( y PEAK STORAGE: 3824Bo i .,U-FT ENTER E d : 7 E path ] f i 1 ename E . e t ] FOR STORAGE OF COMPUTED HYDROGRAPH: :'ALLDO.HYD SPECIFY: i_ - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE ;: `eNTER Ed : 1 Epath l f i 1 ename E . ext I OF COMPUTED HYDROGRAPH: 10ALLD. HYD oNFLOW/OUTFLOW ANALYSIS: PEAK -INFLOW (: i= FS ) PEAK -OUTFLOW (i_ FS ) 45.24 5.59 OUTFLOW-VOL (: i_ U-FT ) 5111'29 INITIAL-STAGE(FT) TIME -OF -PEAK (: HRS ) PEAK-STAGE-ELEV (: FT ) PEAK STORAGE: 58069(� CU-FT ENTER Ed:7Epathi3fi1enameE.eA ] FOR STORAGE OF COMPUTED HYDROGRAPH: OALLDO.HYD PECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C INTER Ed : ] Epath ] f i I enameE . e t I OF COMPUTED HYDROGRAPH: 10oALLD. HYD �[NFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS5 PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 7o.02 g . 8g ' 885719 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT 240 . c_t0 17.00 � 48 . i f 1 PEAK STORAGE: 665720 CU-FT✓ 1LATER E d : ] E pat hi ] f i 1 ename E . e t 7 FOR STORAGE OF COMPUTED HYDROGRAPH: 00ALLDO.HYD 71PECIFY: i_ - CONTINUE, N - NEWJOR, P - PRINT, S - STOP, R - REVISE 2 l I KING COUNTY DEPARTMENT OF PUBLIC WORKS Surfac Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 --• INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTi•••IYD 8 •-- DATA 9 - RDFAi= 1�� •- RETURN TO Dos EIEf�: OPTION: S:- f H/S►_S METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: jS.C.S. TYPE-1A 2 - 7-DAY DESIGN STORM 3 STORM DATA FILE SrE IFY STORM OPTION: pok/o 3 Ga6A76 1-111012o6AVI'S ►14.191 S-I.S. TYPE -IA RAINFALL DISTRIBUTION ENTER:: FREQ ( YEAS:) , DURATION ( HOUR) , PREi= I P (I Ni HES ) S . i_ . S . TYPE -IA DISTRIBUTION 2-YEAS: 4-HOUR STORM *:#::#* . 11" TOTAL PREi_IP. ENTERS A(PERV), i:N(PERV), A(IMPERV), CN(IMPERV), Ti= FOR BASIN NO. 1 1 6.8 86. 0 15.9 98.0 14.3 DATA PRINT-OUT: PERVIOUS IMPERVIOUS TC is M I MUTES ) WREA(ACRES) A i_ N A i_ N 22.7 6.8 86.0 15.9 98.0 14.3 LEAK-Q(CFS) T•-PEAK (HRS) VOL (C U-FT ) 8.47 7.83 131730 EJER C d: 3 Cpath 1 f i I enameC . e t 3 FOR STORAGE OF COMPUTED HYDROGRAPH: 3C H5D . HYD a Si J=i= I FY: C -- CONTINUE, N -- NEWSTORM, P - PRINT, S -- STOP N STORM OPTIONS- 1 -S.C.S. 7. C. S. TYPE -IA .._ / '- -DAY DESIGN STORM ' S --• STORM DATA FILE S ;CIF`( STORM OPTION: 1 C.S. TYPE -IA RAINFALL DISTRIBUTION E"TER 2 FREQ ( YEAR) , DURATION ( HOUR) , PREC I P (I NCHE'S ) 10 i 24.00 2.95 S. C . S . TYPE -IA DISTRIBUTION 10-YEAR 24-HOUR: STORM :#::#::#:::h: 2.95" TOTAL PRECIP. 7 ENTER: A (PEA V) , CN (PEf'.V) , A (I MPERV) , CN (I MPERV) , TC FOR BASIN NO. 1 6.3 86.0 15.9 90.0 14.3 D-TA PRINT-OUT: 'AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES :) A CN A CN 22.7 6.3 06.0 15.9 9B.0 14.3 PEAK-O WS) T-PEAK (HRS) VOL (CU-FT? 12.70 7.83 19GB91 E -TER E 0 ] [p at h ] f i t en ame E . <_ xt ] FOR STORAGE OF COMPUTED HYDROGRAI= H e 1 .. i_ H5D . HYD S-TC I FY a i : - CONTINUE, N - NEWSTORM, P -• PRINT, S - :STOP N STORM OPTIONS 1 - S.C.S. TYPE--lA 2 - 7-DAY DESIGN STORM 3 '-- STORM DATA FILE _j SPECIF''T STORM OPTION: 1 S-.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FRE6! ( YEAR:: , DURATION ( HOUR) , PREi= I P (I NCHES ) 1 0 24.00 4.10 S . C . S . TYPE -IA DISTRIBUTION 1 i ?c i-YEAR 24--HOUR: STORM :#::i:::#::#: 4. 1 i a" TOTAL PR:EC I P . E"TER:: A ( PEE V ), CN (PER:'V) , A (I MPERV ? , CN (I MPER:V) , TC FOR BASIN NO. 1 6.8 36.0 15.9 98.0 14.3 DATA PRINT-OUT: -AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES :) A CN A CN 22.7 6.3 36.0 15.9 98.0 14.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 13.61 7.33 28319 ENTER E d : 1 E pad, h ] f i 1 wn am E . <_ :,: L- ] FOR STORAGE OF COMPUTED HYDROGf:r-PH 10[ �C H5D . H YD l STORM OPTIONS: I _-I 1 S.C.S. TYPE -IA 2 '- 7-DAY DESIGN STORM - STORM DATA FILE S_ ,jib I FY STORM OPTION: S O. S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREG! C YEAR ? , DURAT I ON C HOUR) , PREi_ I P (I Ni= HES ) 2.1..00 70 --------------------•--.---_..--------.._..._......----.---_--.--_ S . i_ . S . TYPE -IA DISTRIBUTION I --•YEAR 24---HOUR STORM ;k: ;:: 1:::1:: . -70 TOTAL PREC I P. ENTER: A(PEE:'•i), CN(PEEV), A(IMPERV), CN(IMPEE:V), TC FOR BASIN NO. 1 - , 6. 8 86.0 15.9 98.0 14.3 DATA PRINT-OUT: AREA(ACRES) 22.7 ?EAF:::-h CCFS ) 1.93 PERVIOUS A C N 6.8 86.0 T-PEAK (HRS ) 7.83 J IMPERVIOUS ri UN 15.9 98.0 'vOL(i=U-FT) 30763 TC(MINUTES) - l E TER E d: 7 E pat h l f i l en am E. e t] FOR STORAGE OF COMPUTED HYDROGRAF= H: P._J 3CH5D. HYD S: IC I FY: C - CONTINUE, N -- NEWSTORM, P - PRINT, S - STOP N DRM OPTIONS: - S.C.S. TYPE -IA 7-DAY DESIGN STORM STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE-1A RAINFALL DISTRIBUTION E': TEE:: FRED ( YEAR) , DURAT I ON ( HOUR) , PREi I P C I Ni :HES ) 24.00 . 1 1. ------------------------------------------------------------------------ S . i_ . S . TYPE -IA DISTRIBUTION :#:: k::#::#:::I::#::# * 2--YEAR 24 -HOUR STORM :1:::#::4:::#: 2. 11 " TOTAL PREi= I P. -1 -------------------------------------------------------------------- EI ?ER : A ( PEEN) , i_ N ( PEEN) , A ( I MPERV) , i_ N ( I MPERV) , TC FOR BASIN NO. 1 .4 86.0 1.6 98.0 8.9 DC TA PRINT-OUT: AREA(ACRES) 2. (D PEAK-O C C 1= S .87 PERVIOUS A i_ N . 4. e6. o IMPERVIOUS i., C N 1.6 IDS. 0 TC (MINUTES) 8. 'D 7.83 T-PEAK C HRS ) VOL (i= I 1-FT 12426 f ITER E d : ] E pal: h ] f i 1 «_ name E . e xt ] FOR STORAGE OF COMPUTED HYDROi.- RA1='H : I .ID. HYD IECIF Y: C -• CONTINUE, N -• NEWSTORM, P -- PRINT, S -- STOP-' i N STORM OPTIONS: 1 S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM [ - STORM DATA FILE SPECIFY STORM OPTION: 1� A.S. TYPE -IA RAlNFALL DISTRIBUTION ENTER: FREWYEAR) , DURATION (HOUR) , PRE= IP ( INCHES) 10 24.00 a -------------------------------------------------------------------- S . i_:. S . TYPE —IA DISTRIBUTION 10—YEAR 24—HOUR STORM *:.I:** 2. 95" TOTAL PREP_ IP.-------------------------------------------------------------------- i ENTER: A is PER ? , CPI ( PEA V) , A (I MPEE:V) , CN (I MPERV) , TC FOR BASIN NO. 1 .4 8F.0 1.0- 98.Cj e.9 DATA PRINT—OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(M I f`--IUTES :) A CN ri CN 2.0 .4 86.0 1.(_, 98.ci PEAK---+ (CFS ) T-PEAK (HRS ) VOL (CU-FT 1.283 8^ 18332 E"TER Ed: ] Epath ] f i l name E . e F 7 FOR STORAGE OF COMPUTED HYDROGRAPH: E_ _EIFY: C -- CONTINUE, N -- NEWSTORM, P — PRINT, S -- STOP N E ❑RM OPTIONS: 1 - S.C. S. TYPE-1A 2 - 7—DAY DESIGN STORM ---• STORM DATA FILE 'ECIFY STORM OPTION. C. S. TYPE--1A RAINFALL DISTRIBUTION E TEE:: FREW YEAR) , DURAT I ON C HOUR) , PREC I P (I I' CHES ) WO 24.00 i0 4.10 -'_..___...._____-_....-....._..______...._-_.-------__.__-------_...____-- _ - ~k S . C . S . TYPE -IA DISTRIBUTION 100-YEAR 24-HOUR STORM **h * 4. 10" TOTAL PREC I P. E _JTER: A CPERV? , CN (PERV), A (IMPERV) , i=N (IMPERV), TC FOR BASIN NO. 1 .4 86. 0 1. 6 98. 0 8. ,D E Try PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES :) A CN A CN m —PEAK --0 (il:f- S) T-FEr- K C HRS i VOL (CU-FT) 1 1.85 7.83 EJ4 8 EmITER: Ed : 1 Epath 7 f i 1 enameE . ext ] FOR: STORAGE OF COMPUTED HYDROGR:APH: 1 PR ID. HYD SPEC_ IFY: C: - CONTINUE, N - NEWSTOR M, P - PRINT, S - STOP -I N STORM OPTIONS: _-I i ';- S. C:, S. TYPE- 1A 2 - 7-DAY DESIGN STORM S-f- STORM DATA FILE SACIF'r STORM OPTION: I S 9.S. TYPE -IA RAINFALL_ DISTRIBUTION ENTER:: FREn C YEAR:) , DUR:AT I ON ( HOUR:) , PR:EC I P C I Ni= HES ) ---------------------------------------------------------------------- S . i= . S . TYPE -IA DISTRIBUTION 1-YEAR 24--HOUR: STORM .70" TOTAL PR:EC:IP. ENTER: A ( PER: V) , CN ( DERV) , A C I MPER:V) , CN ( I. MPERV) , TC FOR: BASIN NO. 1 - ..f 36.0 1.6 98.0 S. ID DATA PRINT -BOUT: AREA C ACR:ES) PERVIOUS IMPERVIOUS TC (M I MUTES ) rA 1_ N A C N 2.0 . el. 810. 0 1. 0- 'DtS. 0 PEAK-MCCFS) T-PEAK(HR:S) VOLCCU-FT) .21. 7.83 0060 E SEER: E d : ] E path 1 f i 1 ename E . ext 7 FOR: STORAGE OF COMPUTED HYDR:OGR:APH: P'2 SR ID. HYD S ECIFY: C: - CONTINUE, N -- NEWSTOR`.M, P - PRINT, S - STOP N S Am OPTIONS: 1 S.C. S. TYPE -IA 2 7-DAY DESIGN STORM STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE -IA R:r'AINFALL DISTR:IBUTION E TER:: FR:EL c: YEAR:) , DUR:AT I ON ( HOUR:) , PR:EC: I P ( I Ni= HIES ) ___ 24. (Do 2.11 ------------------.-..-..-----•----------------------------...._...-................ ---------------- #: S . C:. S . TYPE -IA DISTRIBUTION 2-YEAR: 24-HOUR: STORM :#:*:#* 2.11" TOTAL PR:ECIP. ---------------------------------------------------------------------- E TER:: A ( DERV) , i= N ( DERV) , A ( I MPER:V) , i_ N ( I MPER'V) , 'Ti_ FOR BASIN NO. 1 18.4 S6.0 3.2 98.0 8.3 S� DATA PRINT-OUT: _I AREA(ACRES) T!_: (M I MUTES ) 21. L PEAK—M (i FS ) 5.53 PERVIOUS A !� N 18.4 06.0 T—PEAF (HRS ) -r.L73J1 / IMPERVIOUS A CN 3.2 99.0 VOL ( :U—FT) S4•349 8.3 E...TER Cd: ] Cpath ] f i 1 nameC . ext ] FOR STORAGE OF COMPUTED HYDROGRAPH: 2BPD. HYD S SCIFY: C — CONTINUE, N — NEWSTORM, P — PRINT, S — STOP N ]RM OPTIONS: l I -.. S.C. S. TYPE— lA 2 7—DAY DESIGN STORM S 7 STORM DATA FILE SmECIF`( STORM OPTION: S.Y.S. TYPE—lA RAINFALL DISTRIBUTION E FER: F REn c: {EAR) , DU ATION c:HOUR) , PRE! IP ( I I`d1=HES) ----------------------------------------------------------------------- S. C. S. T P E •— l A DISTRIBUTION 10--YEAR 24—HOUR STORM :#:*:#:* 2. 9J - TOTAL PREC I P . --;---------------------------------------------•--------------•—•--..----•-------- EI FER : A C PEM V) , CN (PERV) , A I: I MPER':-) , CN (I MPERV) , TC FOR BASIN NO. 1 18.4 86.0 3.2 98.0 8.3 D, FA PRINT—OUT: 21. (._, PEAK —O C CFE ) 9. 69 PERVIOUS A !_ N 13.4 86.0 T—PE.AK c. HR S ) 7.83 IMPERVIOUS A '__:N 3.2 .0 VOLCCU—FT) 1 ^9 94 C) TC(MINUTES) 3. ENTER Cd:]CpathlfilenameE.`_•xt] FOR STORAGE OF COMPUTED HYDROGRAPH: i SPD. HYD SPE:CIF`r': C — CONTINUE, N -- NEWSTOI=M, P — FEINT, S — STOP N STORM OPTIONS: 1 S. !_. S. TYPE--1A 2- — 7—DAY DESIGN STORM 3 -- STORM DATA FILE SL_-CIFY STORM OPTION: S :. S. TYPE —IA RAINFALL DISTRIBUTION -hJTER : FREG! c: YEAR) , DURAT I ON C HOUR) , PREC I P ( I NCHES ) ,:1. 00 4. 1 () S . !_ , S , TYPE —IA DISTRIBUTION #::.I:::#::a::#:;f::#::#:;I:: 1 i 0-YEAR 24—HOUR: STORM :a:;; ** 4. 10" TOTAL PREC I P . :#::;: * * ;:::#::I:::#: I PITER : A (PERV) , i_ N (PEP:V) , A (I MPERV) , CN ( I MPERV) , TC FOR BASIN NO. 1 18.4 Sri.0 3.2 90.0 8.3 DATA PRINT --OUT: 1AREA ( Ai_ RES) PERVIOUS IMPERVIOUS Ti= (M I MUTES ) A CN A iN ' 21.6 10.4 9E.0 3.E 98.0 8.3 PEAK-D (CFS) T-PEAK (HRS) V OL (i_ U-FT ) - 15.79 7.83 221244 i EAER [d : ] C path ] f i 1 en am : C . xt ] FOR STOT:AGE OF COMPUTED HYDROGRAPH: 10OBPD. HYD E ECIF`r`: C — CONTINUE, ICI — NEWSTORM, P -- PRINT, S --- STOP N ORM OPTIONS: 1_ � S.C.S. TYPE— i A 2 - 7—DAY DESIGN STORM 3 STORM DATA FILE r- e CIF Y STORM OPTION- 1 C43.S. TYPE —IA RAINFALL DISTRIBUTION E TER 2 I' --RE ( YEAR) , DURAT I ON (HOI R) , PREP_ I P C I Ni= H1: S ) ----.-...-m--- —-.----.-----..---..-_.---.__.._-_--.-..-----------_.--_.---.._—_-----.--._---•-•---__..._---_ S . C . S . TYPE —IA DISTRIBUTION 1—YEAR 24—HOUP: STORM :# *y: * . 7c i " TOTAL PREC I P . E ,TES :: A (PERV) , i_ N (PERV) , A ( I MPEE:V) , iW N ( I MPERV) , T_ FOR BASIN NO. 1 19.4 86.0 3.2 93.0 6.3 D ,TAB PRINT-OUT: AREA C r"iC RES) PERVIOUS IMPERVIOUS Ti= (M I MUTES ) A i_ N A i=:N ._1 . G 18.4 86.0 3.2 98.0 8.3 -PEAK—M C CF 5) T -PEi1K (HRS) VOL (CU--FT:) .43 7.33 10584 E"YER Cd: 7 Cpath ] fi 1 enameC . ext ] FOR STORAGE OF COMPUTED H`r'DROGRAPH: P i 3BPD. HYD SPECIFY: i_ - CONTINUE, N -- NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-1A - 7-DAY DES I13N STORM 3 - STORM DATA FILE S7-ti='IFY STORM 017-'TION: 1 +-- TYI---E-- IA RAINFALL DISTRIBUTION ENTER: FREQ ( YEAR) , DURAT I Ohl HOUR) , PREC I P ( I NCHES ) S.C.S. TYPE -IA DISTRIBUTION 2--YEAR 24-HOUR STORM :#::#::#* 11" TOTAL PREC IP. ----------------------------------------------------------------------- CTER: A(PERV), i_N(PERV), A(IMPERV), CN(IMPERV), Ti= FOR BASIN NO. 1 1.2 SE. 0 4.9 98.0 S. ID r- ETA PRINT-OUT AREA(ACRES) PERVIOUS IMPERVIOUS Ti=(MINUTES) _ A C= N A i= N E.1 1 36.0 4.9 '38.t� 8.'1 PEAK-M (i_ FS) T-PEAK (HRS) V OL C C U-FT ) ENTER Ed: ] Epath 7 fi leriameE . e:xt ] FOR STORAGE OF COMPUTED HYDROGRAPH: 202D. H`,'D S&ECIFY: C - CONTINUE, ICI --- NEWSTORM, P -- PRINT, S - 'STOP N .,ORM OFT I ONS : 1- " - S.C.S. TYPE- 1 A - 7-DAY DESIGN STORM J --• STORM DATA FILE. EC IFY STORM OPTION; V S. TYPE -IA RAINFALL DISTRIBUTION E JER : F :EW YEAR) , DI RAT I ON C HOUR) , PE:Ei_ I P C I r.li:1-1ES ) ---------------------------------------------------------------------- S.C.S. TYPE -IA DISTRIBUTION :#:i::I:::¢;:#:;:::#::#:* 1.0-Y EAR 24-HOUR STORM :#:*:a:* 2. 95" TOTAL PREi= IP. El aTER a A C PERV) , CN C PERV) , � i C I MPERV) , C N (I MPERV) , TC FOR BASIN NO. I 1.2 86.0 4.9 98.0 S. 9 I;_ ETA PRINT --OUT: AREA(ACRES) 6.1 -PE;"K-M( FS) -_A ^ 3'--a PERVIOUS A i-- N 1.2 8O.0 T-PEAK C HRS ) 7.83 J IMPERVIOUS A C_ N 4.9 98. -) VOL C CU-FT ) 55.1.10 Ti_ (M I MUTES ) 8.9 E TER Ed : ] Epath 1 r i 1 enameE . e t ] FOR STORAGE OF COMPUTED HYDROGRAPH: 1_ _R2D. HYD S-ECIFY: i_ - CONTINUE, N -- NEWSTORM, P -- PRINT, S - STOP N STORM ❑PTIONS: 1---. S. i_. S. TYPE--1A 2 - 7-DAY DESIGN STORM S - STORM DATA F' I LE- SPECIFY STORM OPTION; y 1 e G O.S. TYPE-- l A RAINFALL DISTRIBUTION E TER: FREQ ( YEAR) , DURAT I ON (HQUR:) , PR:Ei= I P ( I Ni= HES ) 100 24.00 4.10 ---------.------..----.-----•----.—__.---_------.__ —-_------.------_._-------------------...------------------------- :#: S . i_ . S . TYPE —IA DISTRIBUTION 1 0c i—YEAR 4--HOUR STORM :#::#::# * 4. 1 0" TOTAL PR:EC I P. E TER:: A(F'ER:V), i=N(F'ER:V), A(IMPERV), i_N(IMPERV), TC FOR BASIN NO. 1 1.2 86.0 4.9 93.0 3.9 P. ;I"i�Ai F'I:INT—OUT: PREA C Ai R:ES ) PERVIOUS IMPERVIOUS TC (M I MUTES ) A i_N A i_N [�. 1. 1.2 86.0 4.9 90.0 S. ,D >EAK-0 C CF S) T--PEAK CC HRS) VOLp( U-FT ) 5.60 7.83 80 5` E"TER Ed : ] Ep nth ] f i t en arise E . e-ht ] FOR STORAGE OF COMPUTED HYDR:OGRAPH: 1 OR2D.HYD Pl'I IFY: C - CONTINUE, N -- NEWSTORM, P -- PRINT, S -- STOP N ':NORM OPTIONS- 1 ...- S.C.S. TYPE —IA — 7--DAY DESIGN STORM 3- � STORM ❑RM DATA FILE SuE IFY STORM OPTION: S_,r.S. TYPE--1A R:AINFALL DISTRIBUTI❑N ENTER: FR :EG? C YEAR :) , DURATION ( HOUR) , PR:Ei_ I P ( I N :I-1ES ) S . C . S . TYPE -IA DISTRIBUTION 1-YEAR: 24-HOUR STORM :#::#::#* .70" TOTAL PREi_IP. ENTER: A(PERV), i_N(PERV), A(IMPERV), iTN(IMPERV), TC FOR: BASIN NO. 1 1.2 86.0 4.9 98.0 6.C-3 DATA PRINT-OUT- AREA(ACRES) PERVIOUS IMPERVIOUS TC (M I MUTES ) A i= N A l= N 6.1 1.2 36.0 4.9 98.0 8.9 - r'EAK -Q(C FS) T-PEAK C HRS) VOL C C U-FT ) .65 7.83 9241 E, TER: Ed : ] Epath l f i 1 enam E . ext ] FOR: STORAGE OF COMPUTED HYDROGRAPH: P SR2D. HYD S E IFY: C -- CONTINUE, N - NEWSTORM, P -- PRINT, S - STOP I\I S 3RM OPTIONS. - 7-DAY DESIGN STORM I e =C If- Y STORM ❑PTION: 1 S .S. TYPE -IA RAINFALL DISTRIBUTION E- rER : FREO ( YEAS:) , DURAT I ON ( HOUR:) , PRECIP(INCHES) 24. 00 2.11 S.C.S. TYPE -IA DISTRIBUTION 2-YEAR 24-HOUR STORM :#::#::#::#: 2. 11" TOTAL PRECIP. -i ------------------------------------------------------------------ EN TEF:: A C PEEN) , CN C PEEN) , A C I MPEF:V) , CN ( I MPERV) , TC FOR BASIN NO. #. 16.4 81.0 16.4 'D8.o 1'D.0 D. .sTA PRINT --OUT: -AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) l A CN A CN 32 . t':3 16.4 01.0 16.4 98.0 19 . ") ='EAl=::.._O:' (F S) T--PEAK (HRS) VOL (C U--FT ) .DSO 151612 E '-fER Ed : ] Cpath ] f i l eri� m&E . e:r t 1 FOR STORAGE OF COMPUTED HYDRO. RAPH: 2 VD. HYD S--ECIFY: C - CONTINUE, N -- NEWSTOf=M, P - PRINT, S - STOP N S?PRM OPTIONS; jS. S. TYPE --IA -- 7-DAY DESIGN STORM STORM DATA FILE SPEi :IFY STORM OPTION: 1- 1 S.i_.S. TYF'E--IA RAINFALL DISTRIBUTION ENTER g FREQ ( YEAR) , DURAT I ON C HOUR) , PRECIP(INCHES) S.C.S. TYPE --IA ; DISTRIBUTION M:#::#::#::#::#:* 10-YEAR i 24--HOUR STORM :#::#::#::#: 2. 95" TOTAL PRECIP. ---------------------------------------------------------------------- E" TER w A is PEEN) , CN (PERV) , A ( I MPERV) , CN ( I MPERVv') , TC FOR BASIN NO. 1 16.4 81.0 16.4 93.0 19.0 DATA PRINT-OUT: -AREA(ACRES) Ji '. S �J PEAK-M C CFS ) 13.62 PERVIOUS A i=:N 16.4 81.0 T-PEAK C HRS ) 7.83 IMPERVIOUS A CN 16.4 98.0 VOLCCU-FT) 2666-1• TC(MINUTES) 19. o ENTER C d : ] C path ] f i l enamn E . •_ xt ] FOR STORAGE OF COMPUTED HYDROG APH: IOCVD.I-YD S:--._CIF Y: C -- CONTINUE, N -- NEWSTORM, P --• PRIN'T, S - STOP N 1 - S.C.S. TYPE -IA 2 - 7-DAY DESIGN STORM --' STORM DATA FILE S EC:IFY STORM ❑PTION: 1 S .=:. S. TYPE -IA RAINFALL DISTRIBUTION 3 ENTER: FR:EG! t YEAR) , DUR:AT I ON C HOUR 7, PR:EC I P ( I N HES ) 10 24. t)0 4. 1ta --------------------------------------------------------------------- S. C. S. TYPE-1 A DISTRIBUTION 100-YEAR: 24-HOUR: STORM :#::#::#* 4.10" TOTAL PR:ECIP. -_..,...._........._.._--__--------.--_--__--.-___----___-._,_--.-.------____-----.--____-------_ ----. ENTER: o A t: PERV ? , CN t: PER:V 7 , A C I MPERV) , CN t: I MPER V , TC FOR BASIN NO. 1 -1 16.4 81.0 16.4 98.0 19.o DATA PRINT-OUT- AREA(ACRES) 32.8 'Er-iI':..--Q { CF' ) 21.12 PERVIOUS A I:N 16.4 81.0 T--PEAK f HR:S 3 wntJ J3 IMPERVIOUS A F=:N 16.4 98.0 VOL t: C U..-F T i TC t:MINUTES? - 7 E TER C d 0 7 L-p,•ath ] f i t enarilE_ C. ext 1 FOR: STORAGE OF COMPUTED H`'{DROGRAPH. 1 t_!O CL:. H r D S _CIFY; C - CONTINUE, N --- NEWSTOI :M, P -.- PRINT, S --- STOP N S 7R:M OPTIONS: IL S.C.S. TYPE -IA 2 -- 7-DAY DESIGN STORM .' STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE -IA R:AINFALL DISTRIBUTION E TER: FR:EG! t: YEAR? , DUR:AT I ON t: HOUR: , PREi_ I P C I NCHES) 1 24.00 i .70 ---------------------------------------------------------------------- S. C. S. TYPE -IA DISTRIBUTION 1-YEAR 24-HOUR STORM :#::#::#::#: . 7 0" TOTAL PR:ECIP. E TER: o A t: PER:V ? , CN t: PER:V ? , A (I MPERV) , CN ( I MPER:V) , TC FOR: BASIN NO. 1 16. 4 81.0 16.4 98.0 19.0 TA PRINT --OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A i_ N A I_ N 32.8 1.6.4 81.0 16.4 98.0 19.0 PEAK-Q (CFS) T--PEAK (HR:S) VOL (CU-FT:) 1.33 7.83 4103S, e ENTER C d w 1 Cpath ] .r i 1 ename C . e:.t 7 FOR: STORAGE OF COMPUTED HYDROi RAPH: EAEC:IFY: i_ - i=ONTINUE, N - NEWSTOF:M, P - PRINT, S - STOP 1 . N �CORM OPTIONS: 1 j_-' S. C:. S. TYPE- 1A 7-DAY DESIGN STORM L l -• STORM DATA FILE SPECIFY STORM OPTION: In S.±C. S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREW YEAR) , DURAT I ❑N ( HOUR) , PREi I P ( I Ni= HES ) 24.00 2. '1 1 S . i= . S . TYPE -IA DISTRIBUTION 2—YEAR 4-HOUR STORM :#::#:+* 2. 11 " TOTAL PF;Ei= IP. --------------------------------------------------------------- ENTER: ACP'EP:V), CN(PEf::V), ACIMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.0 86.0 4.6 98.0 8.0 DATA PRINT --OUT. `AREACAi: RE`:) PERVIOUS IMPERVIOUS TC(MINUTES) A N ri F N PEAK•--Q C C:FS) T—PEAI•::: C HRS) VOL C C U—FT ) WTER EU : ] ENath 1 f i 1 enameE . = 'l: 7 FOR STORAGE OF COMPUTED HYD :OG :AP'H: 20PD. H Y D ,EC:IF`,`: C — CONTINUE, N - NEWSTORM, P - PRINT, S •-- STOP ra S ARM OPTIONS: 1 n S.C. S. TYPE— 1A 2 -- 7—DAY DESIGN STORM STORM DATA FILE E:Et IF`{ STORM OPTION: 1� iC. S. TYPE —IA RAINFALL DISTRIBUTION ION E ITER : FREW YEAR) , DURATION ( HOUR) , PREi= I P (I Ni=HES ) A 24.00 2.95 S . i_ . S . TYPE —IA DISTRIBUTION 1 c i--YEAR 24--HOUR STORM :#::#::# * 2. 95" TOTAL PREi : I P . E_TER: A ( PER V) , i=N (PERV) , A (I MPERV) , CN (I MPERV) , TC: FOR BASIN NO. 1 2. ii 90.0 4. G 98. ii 8.0 E TA F'F::INT•—OUI-: AREA(ACRES) PERVIOUS IMPERVIOUS TC: (M I � aUTES ) A -:N A CN U . 115 2 . I-3 61 Ea . 0 4. E '310 . C) S . (.) PEAK-n (C FS) T-PEAK (HRS) VOL C GU--FT:a f z- c �JTER E d:] E p at h l f i I ename• E. e x t 7 FOR STORAGE OF COMPUTED HYDROGRAPH: DOPD. HYD i EI_ I FY : i= — CONTINUE, N — NEWSTORM, P — PRINT, S — STOP N 3 FJORM OPTIONS 1 ' - S. C. S. TYPE— 1A ? — 7—DAY DESIGN STORM - STORM DATA FILE SPECIFY STORM OPTION: S.C. S. TYPE--1A RAINFALL DISTRIBUTION RNTERa FREL,! s:YEAR) , DURATION CHOUf:) , PRE1= IP ( I Nl_I- ES) --.---------- _ --- _._.._— --__ --_----------_-......---.---- _ — _. — _ _. ------------------_.....— ::K:#:::k::#:: S . I_ . S . TYPE —IA DISTRIBUTION 100—YEAR 24 —HOUR STORM :#::;: f::# 4. 10 " TOTAL PRE= I P . ------------------------------------------------------------------------ F"TE : e A t: PE1T:V) , I_ N C PE1= V) , A C I MPERV) , I_ PSI C I MPI•=iT:V) , TI_: FOR BASIN NO. 1 iTT PRINT—OUT. AREA CA RL:_ ) 6.5 PERVIOUS rj7 1_ r%l .-. 0 BE. 0 T—PEAK C HRS ) 7.83 IMPERVIOUS A N 4.6 98.0 VOL (CU-1= T ) S"2861. ENTER Edo ] Ep•ath l f i I enam E . e t 1 FOR STORAGE OF COMPUTED HYDROGRAPHa 1000PD. HYD WEC IFY: C — CONTINUE, N — NEWSTORM, P — PRINT, S — STOP I\1 1 ,ORM OPTIONS: 1 -- TYPE--•1A I -- 7—DAY DESIGN STORM J--• STORM DATA FILE IEC IFY STORM ❑PTION. E: 'C . S. TYPE--1A RAINFALL DISTRIBUTION E TER - FEEL ( YEAR) , DURAT I ON ( HOUR) , PRE1= I P ( I NC HES ) ---------------------------------------------------------------------- S . I_ . S . TYPE•--1 A DISTRIBUTION 1—YEAR 24—HOUR STORM :#::#::#::#: , -,.'c i" TOTAL PREI_ I P . EAT'ER : A (PERV) , 1_ N C DERV) , A C I MPERV) , CN C I MPERV) , TC FOR BASIN NO. 1 2.0 86.0 4.6 98.0 B. 0 RJA PRINT --OUT. AREA C ACRE:.-_) PERVIOUS IMPERVIOUS TC (M I NU•T•ES) �3 n i-•hl h J-hl 6.5 2.0 B6.0 4.6 98.0 B.O 'PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .01 7.83 8846 EIrER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: P2_30PD.HYD _` E ECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N ' E 1ORM OPTIONS: ; 1 - S.C.S. TYPE-1A I 7-DAY DESIGN STORM zY- STORM DATA FILE E7ECIFY STORM OPTION: 1 S.P.S. TYPE -IA RAINFALL DISTRIBUTION E TER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) A2 24.00 2.11 � -------------------------------------------------------------- S.C.B. TYPE -IA DISTRIBUTION * q****** 2-YEAR 24-HOUR STORM **** 2.11" TOTAL PRECIP. --T------------~~---------------------� �-~~---��-��--�^---�--�-- E [FER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 / 5.9 76.0 .O 98.0 27.5 & A PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.9 5.9 7E.0 .0 98.0 27.5 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) � .22 8.00 10033 � ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDRO8RAPH: 2 4D.HYD SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N 1 S.C.S. TYPE-1A 2-0 7-DAY DESIGN STORM 3 - STORM DATA FILE B_jCIFY STORM OPTION: S V.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) �0 24.00 2.95 ******************** S.C.S. TYPE -IA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.95" TOTAL PRECIP. ********* ________________-__________-____-__-________--_____________________ ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 5.9 76'0 .0 98.0 27.5 /�- TTA PRINT-OUT. AF:EA (AC RES) PERVIOUS IMPERVIOUS TC (M I MUTES ) 5.9 5.9 7E.0 .0 93.0 27.5 PEAK -Q (C FS) T-PEAK (H :S) VOL (C U-FT ) .75 3.00 0S 7S ENTER Ed. ] Epath 7 f i 1 enameE . e:;t- 7 FOR STORAGE OF COMPUTED H`z?DF:OG :APH: InIOAD. I• YD 3 SWECIF•Y. C - CONTINUE, N -.- NEW STORM,, P -. PRINT, S - STOP rl S .JORM OPTIONS 1 ,- S.C.S. TYPE -!A - - 7-Df1Y DESIGN STORM 3 - STORM DATA FILE -I E EC IFY STORM OPTION: 1' - ._. TYPE -IA RAINFALL DISTRIBUTION E J R: F-F'EG! !: YEAF:) , i!r:AT •1' ON ( HOUR) , PREC I P (I N HES ) 100 24.04.10 S.C.S. TYPE -IA DISTRIBUTION k..t.:�..•p.:t.; r..t...k.;k.:r..$.;`r.:l:..:�....... .t. *1******* 100-YE=R 24-...I...IOUR .`:_;T=1ITM **** 4. 1t — TOTAL F'RE IP. EuTEF:. ACPERV), i_N(F'ERV), ACIMPEF:V), CN(IMPERV), Ti= FOR BASIN NO. 1 5.9 76.0 .0 98.0 27.5 Q TA PRINT-OUT: ,AREA(ACRES) PERVIOUS IMPERVIOUS TG MINUTES:: A C N A rJ PEAK---t C F'S) T--PEAK (l- RS) VOL (i= U-FT ) 1.71 7.83 385�`-- E TER E d . 7 E p at h ] f i 1 en _ me E . ex t ] FOR STORAGE OF COMPUTED H'YDF:Oi-: RAPH. 1 POAD. HYD S-.C:C IFY. C -• CONTINUE, N - NEWSTOF:M, P -- PRINT, S - :STOP N STORM OPTIONS: 1-=-- S. i. S. TYPE---1A 2 -- 7-DAY DESIGN STORM STORM DATA FILE SPECIFY STORM OPTION: S T.S. TYPE -].A RAINFALL DISTRIBUTION ENTER: FRED ( YEAR) , DtURAT I Ohl (HOUF:) , PREP_ I P (INCHES:) 1 24.00 0 ----------------------------------------------------------------------- S . C . S . TYPE -IA DISTRIBUTION 1-YEAR 24-HOUR STORM :.t::l::** • _ - _ _ - -•---•-•--•-•--•-----•--•-----.-._._-.--•-•---•-•-------•------•--•----•--•-•--•-•-------•--•--•--------•-------•-- E I-EF::: A (P'EP:V) , i_N C P'EP:V) , A C I MP'ERV) , CN C I MP'ERV) , TC FOR BASIN NO. 1 TA F=RINT-•OUT: AREA(ACRES) PERVIOUS IMPERVIOUS Ti_ (M I MUTES ) A l_N A I_:r.,I 5. ':.:I J . 9 76. 0 . 0 93. 27.5 `='EAK•--r (i_ FS) T--P'EAK C HRS) VOL (i_:U-FT ) .00) 23.83 3o ENTER Cd: ] Cpath l f i l st7amr C . t x t 1 FOR STORAGE GE OF COMPUTED HYDP:OGP:AP'H: PL 30AD. HYD SPECIFY; Y; C - CONTINUE, N - NEWSTORM, P ...- PRINT, S - STOP --I N `=TOF':t" OPTIONS.?, - l 1 - S.C.S. TYPE -IA 2- L 7-DAY DESIGN STORM 3 STORM DATA FILE TYPE -IA RAINFALL DISTRIBUTION F-NAR: 1= REGl { YElAR) , DUr:AT I ON C IOUR , PREi= I P (I I'•Ji=:f-1ES) i_ 24.00 2.11 ------------------------------------------------------------------ S . C . S . TYPE -IA DISTRIBUTION 2-YEAR 24-HOUR STORM :#: ;:** 2. 1 1 " TOTAL P'F:Ei_IP. - ----------_-._---.------_-----.-------------.----...---•----•------•-•---••-----•---•--•-- ENTEP:: A (P'EP:V) , CN (PEF::V) , A C I MPEP:V) , CN C I MP'EP:V) , TC FOR BASIN NiO. 1 4.6 76.0 .0 98.0 1 9. 6 DAjFA PRINT --OUT: WEA (Ai_F:ES) PERVIOUS IMPERVIOUS Ti_: (M I MUTES ) A CN A C_N 4. 6 4.6 76. 0 .0 sae. (j 19. 6 , 2EIAK•-O C CF S) T-PEAK (HP: S) VOL (i_U-F-T ) .?0 8.00 7929 -i EI FED: Cd: •l Cpa•th l f i l eriamK . ext 1 FOR STORAGE OF COMPUTED HYDF:OGRAPH: 2S6HD . HYD SI i=IFY: i_ - CONTINUE, N -- NEWSTORM, P -- PRINT, S - STOP N S IRN OPTIONS I'! S.C.S. TYPE--lA 2 7-DAY DESIGN STORM STORM DATA FILE aP EC I FY STORM OPTION; O. C. S. TYPE -IA RAINFALL DISTRIBUTION ENTER: FREW YEAR) , DURATION ( Hour:) , P REG I P C I Ni_I- ES) /6 S.C.S. TYPE -IA DISTRIBUTION 10--YEAS: 24--HOUR STORM :#::I:::# * 2. 95 TOTAL PE:EC I P . --------------------------------------------------------------------------- EATER: A C PERV) , CN (DERV) , A (I MPEE:V) , CN C I MPERV) , TC: FOR BASIN NO. 1 -, I 'TA PRINT-OUT-. AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A i_N A i_N 6 4.6 76.9S.0 19.6 PEAK-fQ (C FS) T-PEAK (HRS i VOL (C U-FT i .8,Z], 7.83 16477 BITER C+d : 7 Cpath 7 f i I eriame C . ext ] FOR STORAGE OF COMPUTED H`r`.DE :OGRAPH !ISCHO.HYD _E'E IFYu ._ - CONTINUE, N - NEWSTORM, P - PRINT,, S - STOP ' ra STORM OPTIONS: y i_... S.C.S. TYPE -IA 7-DAY DESIGN STORM STORM DATA FILE SPECIFY STORM OPTION; i 1 1 rEw . S. TYPE -IA RAINFALL_ :DISTRIBUTION ENTER i F REC! {YEAR) , DURATION ( HOUR) , PREi= I F- (I NC HES ) 1 'C 24.00 4. 10 _ ..-- --- -- --- __.,.,.. - ------- :#:;�:;p::#:::k:; 5 . i= . S . TYPE -IA DISTRIBUTION :#'1*:#:**:h::#:* 100-YEAR 24._ HOUR STORM r::r::; * 4. 10 — TOTAL PREi_ I P . ----------------------- ENTER„ A PEE:'V?, i_N(PERV), 4. 6 7 E.� i .0 DATA PRINT-OUT-. A (I MPEI, V) , i_ N(I MPERV) , AREA C AC E :ES 7 PERVIOUS A i_ N 4.6 4. E 76.0 t1 PEAK--n (i= FS ) T-PEAK (HRS ? 1.55 . . S3 IMPERVIOUS A i_ N .0 98.0 VOL(CU-FT? 30490 TC FOR BASIN NO. 1 TC: (MINUTES:) 19.6 E_ ,TEE: C d -. ] Cpat hi 7 f i 1 ename C . e xt 7 FOR STORAGE OF COMPUTED HYDROi. RAPH: 100SCHD. HYD ECIF` : i_ - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N ORM OPTIONS: 1 -- S.C.S. TYPE --IA 2 - 7-DAY DESIGN STORM _�- STORM DATA F-ILE SPECIFY STORM OP ICN: /7 i G.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: F REG? CYEAR) , DURATION CHOUR) , PRECIP ( INCHES) _ 4. ici .70 - l'------------------------------------..._--_......------....__.-------------------------._----------------._..._............._._-- S . I_ . S . TYPE -IA DISTRIBUTION 1-YEAR 24-HOUR STORM `f::#::#::$: . 7i }" TOTAL PREC I P . :#::#::#::#::$::$::# *:#: ENTER: A(PERV), DATA PRINT-OUT: , n t r.` .+ r-i �. r� I; •.; - S �i ) 4.G ------------------------------------------------------- GN(PEEN), A(IMPERV), GN(IMPERV), TG FOR BASIN NO. 1 .0 98.I1 19.is PERVIOUS IMPERVIOUS ' 00 23.83 24 Ti_ (MINUTES) 1 '_.'4 . . V E TER Cd: ] CpaL-h: fi 1 en_jrreE . __xt ] FOR STORAGE OF COMPUTED H`fDROt: RAPH.- F 2,3SCHD. HYD G I: I F •`r' : C - CONTINUE, i �I -• Pd Elul STO F:M , P - PRINT, S -•- STOP rl S70RM OPT 101` S : 1 --• S.C.S. TYPE -!A 21- 7-DAY DESIGN STORM --- STORM DATA FILE SPECIFY STORM OPTION: 1 S.G.S. TYPE -IA RAINFALL DISTRIBUTION E` °TES:: i= REG! C YEAR) , DURAT I ON C HOUR:) , PREI= I P C I I` CHES ) ------------------------------------------------------- S . C . S . TYPE -IA DISTRIBUTION ;_-YEAR 24-. HOUR STORM *:I::** 2. 1 1 " TOTAL PREG I P . E 'TER: A ( PERK:') , I= N (I 'ERV) , A ( I MPERV) , C N (I MPERV) , Ti : FOR BASIN NO. 1 _ 302. 3 7G. 0 .0 93.0 67.4 r ATA PRINT-OUT: -'AREA(ACRES) PERVIOUS IMPERVIOUS TC (M I MUTES ) A CN A GN 102.3 102.3 76.0 .0 90.0 67.4 PEAK --OTSFS) T-PEAK (HRS) VOL (i :U-FT ) l3 ,. 20� 12.0 173877 ENTER Cd : ] Cpath ] fi 1 enameC . e:,t ] FOR STORAGE OF COMPUTED HYDROGRAPH: SPECIFY: I= -- CONTINUE, N - NEWSTORM, P ••- PRINT, S - STOP N r ORM OPTIONS: 1 --• S.C. S. TYPE -IA l� 3_7 STORM DATA FILE B.ECIFY STORM OPTION: 1 -� S P. S. TYPE -IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) �0 24.00 2.95 S.C.S. TYPE -IA DISTRIBUTION ******************** * ****** 10-YEAR 24-HOUR STORM **** 2.95" TOTAL PRECIP. ********* _ ^-___________________________________-_______________________________ ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 102.3 7E.0 .0 98.0 67.4 3 DATA PRINT-OUT: ' AREA(ACRES) PERVIOUS IMPERVIOUS TC{MINUTES) ) A CN A CN 102.3 102.3 76.0 .0 99.0 67.4 � ��EAK-Q�CFS) T-PEAK(HRS) VOL(CU-FT) B. 50 361G74 E FER [d:][path]fiIename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 1oBASU.HYD ` S ��CIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ' N S'URM OPTIONS: � 1 - S.C.S. TYPE-1A 2 r 7-DAY DESIGN STORM ^ 3 - STORM DATA FILE � SPP CIFY STORM OPTION: S.C.S. TYPE-1A RAINFALL DISTRIBUTION E TER: FREQ(YEAR), DURATZON(HOUR), PRECIP(INCHES) 1 } 24.00 4.10 ~ --------- ----~~------------------------- S.C.S. TYPE -IA DISTRIBUTION ******************** * ;1::****** 100-YEAR 24-HOUR STORM **** 4.10" TOTAL PRECIP. ********* \ ---------------------------------------- E ER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 _W2.3 76.0 .0 98.0 67.4 D TA PRINT-OUT: -~AREA(ACRES) 102.3 -~ PEAK-Q(CFS) 19.22 PERVIOUS A C--'N 102.3 76.0 T-PEAK(HRS) 8.17 IMPERVIOUS A CN .0 98.0 VOL(CU-FT) 667077 TC(MINUTES) 67.4 �� ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 1'}BASU.HYD SACIFY: C - CONTINUE, N - NEWBTORM, P - PRINT, S - STOP S R*nn - Pr"nrAm fmrmimA+xH /17 ,;",N12 3 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS j4TER OPTION: ROUTINE FOR ADDING HYDROGRAPHS r-ATER: 1d:3[pathlfilename[.ext3 OF HYDROGRAPH 1 2BPD. HYD _,BITER: TRAVEL TIME (MINUTES) OF HYDROGRAPH i .00 JTER: Ed:I[path3fi1ename[.ext3 OF HYDROGRAPH 2 2R1D.HYD "TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 _j .84 aTA PRINT-OUT: HYDROGRAPH 1: PEAK-Q= 5.53 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 2: PEAK-Q= .87 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES 4YDROGRAPH SUM: PEAK-Q= 6.40 CFS T-PEAK= 7.83 HRS j 3TOTAL VOLUME: 96840CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER 1d:3[path3filename[.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: TMP.HYD S_PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP r LINTER: [d:3[path3filename[.ext3 OF HYDROGRAPH 3 2CH5D.HYD '`,BITER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 . 30 1 DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 6.40 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= 8.14 CFS T-PEAK= 7.83 HRS TT= 3 MINUTES YDROGRAPH SUM: PEAK-Q= 14.53 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 228589CU-FT 'ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F TER Ed:3Epath3filenameE.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: .EMP.HYD 7ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP c�TER: Ed:3Epath3filenamel.ext3 OF HYDROGRAPH 1 =MP .HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 .00 ENTER: Ed:3EpathlfilenarneE.ext3 OF HYDROGRAPH 2 -7-'2D. HYD TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .37 ,DATA PRINT-OUT: _'HYDROGRAPH 1: PEAK-Q= 14.53 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES _;HYDROGRAPH 2: PEAK-Q= 2.63 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES "YDROGRAPH SUM: PEAK-Q= 17.16 CFS T-PEAK= 7.83 HRS 'TOTAL VOLUME: 266053CU-FT 'ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ',BITER: Ed:3Epath3filenameE.ext3 OF HYDROGRAPH 3 3CHD.HYD �MTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 _ 37 j DATA PRINT-OUT: -_�HYDROGRAPH S: PEAK-Q= 17.16 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= .20 CFS T-PEAK= 8.00 HRS TT= 0 MINUTES YDROGRAPH SUM: PEAK-Q= 17.35 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 273955CU-FT 8i'ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP C �,JTER: Ed:IEpath3filenamel.ext3 OF HYDROGRAPH 4 2CVD.HYD !"BITER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 4 3.35 Z "ATA 0-OTKJ-r_M1 IT. HYDROGRAPH S: F'EAK-0= 17.35 CFS T-PEAK:= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 4: PEAK-0= 8.05 CFS T-PEAK:= 7.83 HRS TT= 3 MINUTES YDROGRAPH SUM: PEAK:-M= 25.40 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 425581CU-FT PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP C LATER: Ed:JEpathJfilenameE.extJ OF HYDROGRAPH 5 �OAD.HYD I,4TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 5 5.10 ^ATA PRINT-OUT: HYDROGRAPH S: PEAK:-Q= 25.40 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 5: PEAK-G= .22 CFS T-PEAK= 8.17 HRS TT= 5 MINUTES . iYDROGRAPH SUM: PEAK-Q= 25.56 CFS T-PEAK:= 7.83 HRS ^� TOTAL VOLUME: 435589CU-FT SPECIFY: C - CONTINUE, N r• - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: Ed:JEpathJfilenameE.extJ OF HYDROGRAPH 6 20PD. HYD 1 _LATER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 6 6.10 ATA PRINT-OUT: HYDROGRAPH S: PEAK-0= 25.56 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES J HYDROGRAPH 6: PEAK-Q= 2.61 CFS T-PEAK:= 7.83 HRS TT= 6 MINUTES HYDROGRAPH SUM: PEAK-0= 28.17 CFS T-PEAK= 7.83 HRS - i TOTAL VOLUME: 473479CU-FT `PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER Ed:JEpathlfilenameE.extJ FOR STORAGE OF COMPUTED HYDROGRAPH: ALLD.HYD A SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: Ed:JEpathJfilenamel.extJ OF HYDROGRAPH 1 'oBPD . HYD .-A ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 .00 '&LATER: Ed:JEpathJfilenameE.extJ OF HYDR0GRAPH 2 10RiD.HYD —'4TER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .84 nATA P0TAI7-nl IT. HYDROGRAPH 1: PEAK:-Q= 9.69 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 2: PEAK-Q= 1.277 CFS T-PEAK= 7.83 HRS TT= C-) MINUTES HYROGRAPH SUM: PEAK-Q= 10.96 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 158310CU-FT ;PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F INTER Cd:7Cpath]filenamel.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 7EMP.HYD �PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP -ENTER: ld:ICpathlfilenamel.extl OF HYDROGRAPH 3 OCH5D.HYD -clNTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 3. 3o DATA PRINT-OUT: _, HYDROGRAPH S: PEAK-Q= 10.96 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= 12.21 CFS T-PEAK= 7.83 HRS TT= 3 MINUTES IYDROGRAPH SUM: PEAK:-Q= 23.19 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 355195CU-FT -SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F _jNTER 1d:ICpath]filename[.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH: TEMP.HYD PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP INTER: Cd:ICpath3filenamel.ext7 OF HYDROGRAPH 1 -TEMP. HYD NTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 .00 �0 rNTER: 1d:7CpathJfilenameC.ext3 OF HYDROGRAPH 2 JOR^2D.HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .37 DATA PRINT-OUT: `HYDROGRAPH 1: PEAK-Q= 23.18 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 2: PEAK-Q= 3.88 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES IYDROGRAPH SUM: PEAK:-Q= 27.0E CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 410612CU-FT ¢.SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP C CAITCG. r,4. i r--+.L,-1 f; i ___r --4--1 nr uvnorlC_lMAMU In ?10S_ HD . HYD !LATER: TRAVEL TIME (MINUTES)'OF HYDROGRAPH 3 .37 TA PRINT-OUT: -1 HYDROGRAPH S: PEAK-Q= 27.06 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= .68 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH SUM: PEAK-Q= 27.75 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 42708SCU-FT 'TECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP I .RNTER: Id:JCpathJfilenamel.extJ OF HYDROGRAPH 4 OCVD. HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 4 3.35 DATA PRINT-OUT: -I HYDROGRAPH S: PEAK-Q= 27.75 CFS T-PEAK= 7.83 HRS TT= D MINUTES HYDROGRAPH 4: PEAK-Q= 12.53 CFS T-PEAK= 7.83 HRS TT= 3 MINUTES YDROGRAPH SUM: PEAK-Q= 40.68 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 663747CU-FT FECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP C NTER: 1d:JCpathJfilename[.extJ OF HYDROGRAPH 5 1'00AD. HYD NTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 5 5.10 ATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 40.68 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES 'HYDROGRAPH 5: PEAK-Q= .75 CFS T-PEAK= 8.00 HRS TT= 5 MINUTES 14YDROGRAPH SUM: PEAK-Q= 41.32 CFS T-PEAK= 7.83 HRS 'TOTAL VOLUME: 684657CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: Id:llpathJfilenamel.extJ OF HYDROGRAPH 6 '00PD.HYD tfiVTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 6 6.10 _aATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 41.32 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 6: PEAK-Q= 3.91 CFS T-PEAK= 7.83 HRS TT= 6 MINUTES HYDROGRAPH SUM: PEAK-Q= 45.24 CFS T-PEAK= 7.83 HRS 0 TOTAL VOLUME: 741237CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F TER Ed:]Epath]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10ALLD.HYD ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP -I +NTER: Ed:3Epath3fi1enameE.ext3 OF HYDROGRAPH 1 00BPD. HYD 'NTElr: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 . 0o ENTER: Ed: ]Epath]filenameE.ext3 OF HYDROGRAPH 2 oOR 1 D . HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .84 DATA PRINT-OUT: -I HYDROGRAPH 1: PEAK:-Q= 15.79 CFS T-PEAK= 7.83 HRS TT= D MINUTES HYDROGRAPH 2: PEAK-Q= 1.84 CFS T-PEAS::= 7.83 HRS TT= 0 MINUTES IYDRO13RAPH SUM: PEAK-Q= 17.63 CFS T-PEAK.:= 7.83 HRS TOTAL VOLUME: 247873CU-FT _'PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP F ;NTER Ed:]Epath]filenameE.ext] FOP, STORAGE OF COMPUTED HYDROGRAPH: TEMP.HYD PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP "LATER: Ed:]Epath]filenameE.rxt] OF HYDROGRAPH 3 j OOCH5D . HYD 7NTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 3.30 TA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 17.63 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= 17.91 CFS T-PEAK= 7.83 HRS TT= 3 MINUTES _JYDROGRAPH SUM: PEAK-Q= 35.55 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 53609oCU-FT `SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP c -ENTER Ed:]Epath]filenameE.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: TEMP.HYD ,SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP N J- CKrr p. rrl.lrmm+-L%lfilar»m..r -.,4-1 nC' uvn0nf:0eoU i JEMP . HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 .00 'ENTER: Ed:IEpathlfilenameE.extl OF HYDROGRAPH 2 IOoR2D.HYD LATER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .37 fATA PRINT-OUT: J HYDROGRAPH 1: PEAK-Q= 35.55 CFS T-PEAK= 7.83 HRS TT= D MINUTES HYDROGRAPH 2: PEAK:-Q= 5.59 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES 1 HYDROGRAPH SUM: PEAK-Q= 41.14 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 616305CU-FT -SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: 1d:Jlpathlfilenamel.ext3 OF HYDROGRAPH 3 `00SCHD.HYD ENTER: TRAVEL TIME(MINUTES) OF HYDROGRAPH 3 .37 DATA PRINT-OUT: HYDROGRAPH S: PEAK::-Q= 41.14 CFS HYDROGRAPH 3: PEAK-Q= 1.54 CFS YDROGRAPH SUM: PEAK-Q= 42.68 CFS TOTAL VOLUME: 646773CU-FT T-PEAf '.= 7.83 HRS TT= 0 MINUTES T-PEAK::= 7.83 HRS TT= 0 MINUTES T-PEAK= 7.83 HRS 'PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP 1 LATER: Ed:llpathlfilenamel.extl OF HYDROGRAPH 4 .A70CVD. HYD INTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 4 -11 3.35 ^ATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 42.68 CFS T-PEAK= 7.83 HRS HYDROGRAPH 4: PEAK-Q= 20.08 CFS T-PEAK.:= 7.83 HRS :YDROGRAPH SUM: PEAK-Q= 62.76 CFS T-PEAK:= 7.83 HRS TOTAL VOLUME: 1006546CU-FT TT= 0 MINUTES TT= 3 MINUTES SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP OTTER: Ed:lEpath7filenameE.ext3 OF HYDROGRAPH 5 100OAD . HYD �_AgTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 5 5.10 7.83 HRS TT= q MINUTES 6,76 CFS T-PEAK= TT= 5 MINUTES PEAK-Q= T-PEAK= 8.00 HRS HYD y 'OG APH S: PEAK-0= 1.68 CFS HYDROGRAPH 5: 7,83 HRS �DROGRAPH SUM: PEAK-0= 6`•i'8 CFS T-PEAK= TOTAL VOLUME: 1045149CU-FT S _ STOP 1 N - NEWJOB, F - FILE, R - PRINT, ,'ECIFY: C - CONTINUE, juTER: Cd:]Cp ath]filenameC.ext] OF HYDROGRAPH 6 LggOF'D. HYD E (MINUTES) OF HYDRO��RAPH 6 TER: TRAVEL TIM 6.10 "-ATA PRINT-OUT: 3 HRS TT= q MINUTES 6� , ' ,8 CFST-FEAk:= 7.8`' TT= 6 MINUTES PEAK-Q= T-PEAK= 7.S3 HRS HYDROGRAPH 5: j PEAK-G!= 5.7-� CFS - , HYDROGRAPH 6: 7.83 HRS HDROGRAPH SUM: PEAK-Q= 7i � . 0^ CFS T-F EAf,= "TOTAL VOLUME: 112802SCU-FT CONTINUE, N - NEWJOB+ F - FILE, R - PRINT, S - STOP _ SPECIFY: C r, STORAGE OF COMPUTED HYDROGRAPH: tN.fER Ed: ]Cpath]filenari�eC.e'.t] FOR 100ALLD.HYD p _ PRINT, S - STOP : C - CONTINUE, N - NEWJOB, F - FILE, _?ECIFY 4TEF' Cd:]Cpath]fi1enameC.ext] OF HYDROGRAPH 1 3B .HYD IME (MINUTES) OF HYDROGRAPH 1 ,dTEF•.: TRAVEL T ,q0 'JTER: Ed: ]CpatFl]filenameC.ext] OF HYDROGRAPH � 2_3R1D. HYD TIME (MINUTES) OF HYDROGRAPH'BITER: TRAVEL .84 nATA PRINT-OUT: 7,83 HRS TT= 0 MINUTES ,43 CFS T-PEAK= TT= 0 MINUTES .'` �-` HYDROGRAPH i : PEAK-Q= 1 CFS T-PEAK= 7.83 HRS HYDROGRAPH'�: PEAK-0= .64 CFS T-PEAK= 7.83 HRS ,YDROGRAPH SUM: PEAK-Q= 'TOTAL VOLUME: 13710CU-FT S - STOP SPECIFY - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, F- 7 FOR STORAGE OF COMPUTED HYDROGRAPH: ,-LATER Cd: ]Cpath3f ilenameC.ext TEMP-HYD - FILE, P - PRINT, S - STOP' �,ECIFY: C - CONTINUE, N - NEWJOB, F C 1 2_3CH5D . HYD ENTER: TRAVEL TIME (MIMUTES)'OF HYDROGRAPH 3 3.3() .)ATA PRINT-OUT: `-I HYDROGRAPH S: PEAK:-Q= .64 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= 1.85 CFS T-PEAK= 7.83 HRS TT= 3 MINUTES -11YDROGRAPH SUM: PEAK-Q= 2.49 CFS T-PEAK= 7.83 HRS I TOTAL VOLUME: 4443ECU-FT PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP -?NTER Ed: 7 [path I f i I enameE . ext J FOR STORAGE OF COMPUTED HYDROGRAPH: EMP.HYD _SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: 1d:I1path7filenameE.e t] OF HYDROGRAPH 1 4EMP.HYD TRAVEL TIME (MINUTES) OF HYDROGRAPH 1 .00 ENTER: 1d : 7Epath ] fi I enameE . ext ] OF HYDROGRAPH 2 P2_3R2D. HYD -ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 .37 2ATA PRINT-OUT: HYDROGRAPH 1: PEAK;-Q= 2.45 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 2: PEAK-Q= .E5 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH SUM: PEAK-Q= 3.14 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 53562CU-FT ;PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: Ed:IEpathIfilenameE.extI OF HYDROGRAPH 3 ='2 3SCHD.HYD ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 ^7 DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 3.14 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= .00 CFS T-PEAK= .00 HRS TT= 0 MINUTES IYDROGRAPH SUM: PEAK-Q= 3.14 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 535E2CU-FT -APECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP C e2_3CVD.HYD FNTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 4 3.35 1 1 DATA PRINT-OUT: 14 CFS T-PEAK= 7.83 HRS HYDROGRAPH S: PEAK-Q= HYDROGRAPH 4: PEAK-Q= 1.74 CFS T-PEAK= 7.83 HRS �YDROGRAPH SUM: PEAK-Q= 4.88 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES TT= 3 MINUTES TOTAL VOLUME: 84618GU-FT _r�ECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP C NITER: Ed:]Epath]filenameE.ext] OF HYDROGRAPH 5 F2_30AD. HYD NTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 5 j 5.10 ATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 4.88 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 5: PEAK-Q= .0o CFS T-PEAK= .00 HRS TT= 5 MINUTES HYDROGRAPH SUM: PEAK-Q= 4.88 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 8461SCU-FT OB, F - FILE, R - PRINT, S - STOP SPECIFY: C - CONTINUE, N - NEWJ ENTER: Ed:]Epath]filenamel.ext] OF HYDROGRAPH 6 -2_30PD. HYD -ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 6 1 6.10 .1ATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= HYDROGRAPH 6: PEAK-Q= 4.88 CFS T-PEAK= 7.83 HRS TT= D MINUTES .59 CFS T-PEAK= 7.83 HRS TT= 6 MINUTES 'YDROGRAPH SUM: PEAK-Q= 5.47 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 93396CU-FT PECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP BITER Ed:]Epath]filenamel-ext] FOR STORAGE OF COMPUTED HYDROGRAPH: "12_3ALLD.HYD ^OECIFY: C - CONTINUE, N - NEWJOB, F - FILE, R - PRINT, S - STOP `E'tn_p - Program terminated. NSPF PATA PAffwoz lAteir March 13, 1991 Robert W. Schildgen Dowl Engineers 500 S. 336th St, Suite 201 Seattle, Washington 98003 Dear Mr. Schildgen, Enclosed is the information you requested regarding flows from Panther Lake. Flows have been computed using a calibrated continuous hydrologic model called HSPF recently used for the purpose of planning storm water facilities in the Federal Way area. Hydrographs for the 100-year runoff event have been computed for the following scenarios and are shown on the attached plots: 1) 1987 land use. 2) Buildout land use under existing zoning with no improvements to Panther Lake. 3) Buildout land use under,existinq zoning with 5-feet of additional berminq at Panther Lake. The flow data is listed in three ASCII files on the enclosed disk. These files contain flows computed at the outlet culvert, overflow berm, sum of overflow and outlet culvert, and precipitation used to compute the flows. Because the facilities on your site are being computed using a 24-hour event model, a decision must be made as to which 24-hour period in the HSPF computed flow series should be added to the event computed flows. I recommend using._the period beginning 68 hours into the HSPF :simulation. The begin ning-date'-of this - period"is 2/-8/1951,_hour._20s..:.This corresponds to the beginning v, the` -`maximum 24-hour period of precipitation in the 'flow series.,i If you have any questions please call me at 296-6519. Sincerely Bruce Barker, P.E. Hydrologist, King County Basin Planning Program CC. Cary Roe, Manager Surface Water Management, City of Federal Way 1 o FLOW (CFS) N IA V co CD co r —I Z c� m m Op 1.01 m m Z � Ln 0 0 -►'I C m m-------------------------- ------------------------- N o Z � v -- 5.0 ------------------------------------ I LA co ------------------ �m ** m ;;o -- 10.0 ----------------------------------------- -*--------------- z 25.0 G7 -- -------------------------------------------- -------------- m 50.0 +� Z --------_-_-------------------------------- ----------- .—I -- 100_0------------------------------------------- ------- o Z 500.0 l 1 FLOW (CFS) O a N N W �► U o� V OD r0 N W 'I U C D c� :z �' mC) z z* -- -01 ----------------------------------------------------------- �m mcn * m C- M X Z * Cn O * O CO .-.-- -C 2-0--------------------__....-__-------------_- _ _---- C O m * 5_0 * �_ n mz 10^0_____________________ -------- �l G7 25.0 - _______________________..___-____---__-__-_-____-- ------- rn 50_0 * Z - 100_0_--------------------------_-__--------------- ---- 0 0 zZ -I s0gip------------------------------------------------ \--- it VoIume i,ri drive A has no label iT "16DA Volume Serial Number- is Directory of A:`. PLT=i•C;��6".� ci3-'21-91 " � (-A ru._) U�+c 1a� f i�� r�'T CrtaKr� PANTHC 'ANTHF2 PL.T 4646'2 ;..:. 3:'27p - 03-22-91 - j:70-rU2L U-) / S T 'aNTHF 1 PLT 46462 03 -'2'2 -91 • 3 File(s) 1074176 byte` free Ljk4in: Type panthc. plt 'PAN FILE FOR I}RIVING SEPARATE PLOT in Year: HSPF PAN Time interval 60 nrint"�_tt rains Mean -valued: 1 Total -valued: � 4 --'AN No. if curves platted: Point 117elt: ,'AN Label flail: �� Piul: PANTHER LAKE DISCHARGE HYDRO GRAPHS PAN Plot title: -"AN Y-axis label: PEAK HOURLY FLOW Thir-esl-o 'ld• -i). 1f)ili.)c_)E+31 ?AN Scale info: Ymin: 0. c_rc-_1t�liit_)E+c�ii I AN Yma : 1500.0 intintervals/inchPA -I-i_rr�e: _ '.�:��. ilt_)t_) (point -valued first. then mean -valued): ThAt�iL:OD AN Data fonI each ^each curve Llhl"f't'P I 7:t�ITEG! COLCL']T] kRN 3 ?AN Label 0 t� c� MAX PAN PIPE c:CFS) it MAX 3 - -='AN OVERFLOW t:CFS) c) iy MAX ?AN TOTAL 0 t:CF S? c) 00 SLJM 1 PAN P REC I P (INCHES) i) - -PAN 'AN PAN PAN AN, -.,'AN then mean -valued): PAN Time series ,,Are DAN Date/tima- Values GrS �T�ar_�Gt PAN �{M !rid p1` %f� lAPiz E-�$� 1 �- �o�c� ,�G� l cJ G�3[�41t)F+� i � � - 1. 7500 -i_i, 1U _) _ 0E-i �1 FAN 1951 2 -' i_ 1. 75�)i -r348 . c �c_)OOOE+00 O - 1.7348 O. crt�OOOE+t_)c� _ r� AN 1'� i t: .� } I J'"tQ 1 . 53 1 r,7� . O, Oi_)i_)Of1E+t;0 1.6753 0.0000 t aE+t 7t c�cyC)OOE+00 - PAN 1951 2 E. 2 c_) 0 . 1.6176 _ 1.6176 5 O. ). i_)()000E+ 0 PAN 1951=_ 6 3 0 1.5616 ,_ 0. i=)c�000E+00 SAN 1951 2 6 E. 4 i� 1.5072 [i.(]t_ilitiiiE+Ili=1 � 1•�-'�?I� 5 5 1 ��' 0. oC)c )c )t )E+00 - _ �=Ar'J 1'�5i .� �) L „ ].. �+ ��+� c). c_)c)OOOE+00 . � 0.0000 cyE+c_)c� r ;� c, Pr�l:l 1'•�1 •- - 6 0 1.4033 ri,Qc1�)["�c)E+[ac) 1.4 033 O. i)t_;t_)OOE+()t_) c 6 - '�AI`J 1'�,�1 ��,c 7 8 i_i 1 . ,�535 c_i, (ii)()i)()E+()t"] 1.3535 0. (1(]t_ 00E+(_)( ) 'Attil 1'��1 .- G - �� c; 1.3052 t;.Cr� OOOE+00 1,3052 c}. c�C)c�t=;c�E+r�c� _r r � 6 PAN 1951 2 0 1.2b84 0. c.)i)c)00E+00 1.2584 0. i It 1000E+c it ) PAN 1'�� 1 6 - 10 1 1 i; 1.21'28 ci.cfilcyiit_)f�+ciii 1."�1�'8 ci,c_)c_)i�c)0E+00 'AN l'�5 1 6 - 'l. 168E [ 7. OOO OE+i ii l 1.1686 c�. [lili_)(lilE+iii) -SPAN 1951 2 6 1•y �) 0 1.1257 t 1. 0 lfji_1OE+Ut) 1.1257 � O. c)c_) )c- OE+c]t_) PAN 1951 2 6 13 'lei I] 1.0840 [). (_](1t_1C1c")E+i(i 1 . O�;4Q '� c) 4c,000E -(_l 1 �• � 'AN 1951 �s 1•� i) 1 . [_;47'� c�, c�i)�)c�s)E+t_)c) 1 . c�4= . c).4c_)c�c_)t:)E-�)1 -VAN 1951 2 F 16 i) 1.0224 ii, f7i_1i)IliiE+t_iti 1 . ��'224 O. 6c rOOOE -01 PAN 1951 2 6 - 17 0 1.0144 0144 o. iicy�aOOE+00 1.0144 ��, 5�)t)cac�E-cal 6 ='AN 1'�•�1 �1.0502 - 181.16e4cy.0i)illltlE-cl1 c_) 1 . 0502 O. c �c yOOOE+i )i) 'AN 1'��1 ._' 6 c 1 1684 0. c �c Vic_ 00E+cacti p.6C)c_00E-c_)1 PAN 1951 2 6 1'� � . J 1.3739 r173 c).5t-yc-OOE-c)1 PAN 1'�51 y 6 - 20 it 0 1. 6707 c�. c �i )OOOE+00 70 1. 6 � c? I t7.3t_)t)()c_)E-c�1 BAN 1'�J1 � � �1 -1.9325 t ) . c_)()t_lOOE+00 - -&AN 1951 2 6 - - t ] 22 1.9325 O O 0 _ d- :n = o n - 00 Q ry CD O O N ry d- w o �D �� }- o z oz - ELo 0- 0 O o �� LLJ - w00 CD > OOf O F- O N J J L- o ~ o Q - N O a QO r` N N N !� I I I t 9 0,4-o0Ncoo O O C O O O O O O O O ►'�N��OO O rn CC � CD � d- ►'O N C1i i o o00000 (S-jo) o � (S3H0N!) ldd /Y HSPF FILE FOR DRIVING SEPARATE PLOT PROGRAM Time interval: 60 mins Last month in printout year: 9 '.��l��, No. of curves. plotted: Point --valued: S Mean -valued: 1 Total 4'- Label flag: t_a Pi.vl: 4 Idelt: 15 Plot �t title: PANTHER: LAKE DISCHARGE HYDRO GRAPHS Lj'f � Y-axis label: PEAK HOURLY FLOW Ann A Scale info: Ymin: 0.00000E+00 Threshold:-0. 10000E+317 Yma%: 1500.0 0 Time: 20.000 intervals/inch Data for each curve (Point -valued first, then mean -valued): Label L I NTYP I NTED. i_ OLi :DD TRAN TRANCOD PIPE QFS) 0 0 MAX 3 OVERFLOW (CFS:) 0 0 MAX 3 TOTAL 0 (CFS) o i t 0 MAX 3 PREi= I P (INCHES) 0 i s 0 SUM 1 Time series (pt-valued, then mean -valued) : Date/time glpc, Values 92-eco-• 1951 2 5 24 0 1.7500 O . OOOOOE+00 1.7500 -c i . 100c ii iE+3 i. 1951 2 6 1- 0 1.7349 O. i 7i aOi OE+c i0 1.7349 i . i_ 000i �E+t 0 1951 2 6 2 0 1.6753 O. OOi,OOE+00 1. 675 3 O. c=at:?000E+00 1951 2 6 3 0 1.6176 O. Oc iOOOE+00 1.6176 O. OOOOOE+00 1951 2 6 4 0 1.5616 O. i aOOOOE+00 1.5616 O. Oi aOO E+00 1951 2 6 5 0 1.5072 i_a . OOOOOE+00 1.5072 O . i rOOOOE+00 1951 2 6 6 0 1.4545 O . cit_aOOOE+fair 1.4545 O. � is ic_ OOE+00 1951 2 6 7 0 1.4033 O. t iyOOOE+00 1.4033 O. (:lI_lOOOE+00 1951 2 6 8 0 1.3535 O . 11[ J(lOOE+00 1.3535 O. c:1O000E-f•00 1951 2 6 9 0 1.3052 O . OO OOOE+00 1.3052 0. 00000E•i 00 1951 2 6 10 0 1.2584 O. iacji?OOE+00 1.2584 � � . 0{ a[_ 00E-i 00 1951 2 6 11 0 1.2128 O . OOOOOE+00 1.212B O. OOOOOE+00 1951 2 6 12 c i 1.1686 O . O OOOOE+00 1.1686 i � . 000r.-,0E+00 1951 2 6 13 0 1.1257 O. c:)i l[=lc_lOE+CAI) 1.1257 0. i yc 1000E+00 1951 2 6 14 0 1.0640 O . [_7(1OOOE+00 1.0840 O. c ri iOOOE+00 1951 2 6 15 0 1.0479 O . C aC rOOOE+00 1.0479 0. 40 000E-01 1951 2 6 16 0 1.0224 O. Oi,OOOE+00 1.0224 0. 400OOE-01 1951 2 6 17 0 1.0144 O. OGOOOE+00 1.0144 0. 60000E-01 1951 2 6 18 I i 1.0502 2 O. L_1I-?I_1O lE+I 0 1.0502 0. 5110 OE-01 1951 2 6 19 0 1.1684 O . i �Os,,OOE+00 1.1684 0. 30CtOOE-01 1951 2 6 20 0 1.3739 O . Oc ?OOOE+c_ 0 1.3739 0. 6C 000E-01 1951 2 6 21 0 1.6707 O. ClOOC OE+00 1 . 6707 0. 5r 10 OE-01 1951 ._. 6,22 0 1.9325 - , 1.9325 0. 300OO 1951 2 6 23 0 2.1059 O . OOOOOE+00 2.1059 0. 1 C a000E-01 1951 2 6 24 0 2... 206 O. OOs tOOE+cite 2.2206 0. 1 0000E--01 1951 2 7 1 0 2.3337 O . s aOOOOE+00 2.3337 0. 400OOE-01 1951 ._ 7 2 0 2.5384 O. i aQOOOE+00 2.5384 0. 900OOE-01 1951 2 7 3 0 3.0980 O . OC OOOE+00 3.0980 0.11000 1951 2 7 4 0 3.6658 O. OOOOOE+00 3.6658 Q. 500OOE-01 1951 2 7 5 0 3.9648 O . Oi �OOOE+00 3.9648 0. 40000E-01 1951 2 7 6 0 4.2918 O. OuOOOOE+00 4.2918 0. 4t a0OOE--01 1951 2 7 7 0 4.8463 O . OOOi ri aE+0 0 4.8463 0.18000 �0 1951 2 7 8 0 5.5422 O . f=1(1OOOE+(_ 0 5.5422 0. 90000E-01 1951 2 7 9 0 6.3313 O. Oi �OOOE+00 6.3313 0. 4i a000E-01 1951 2 7 10 0 6.7020 O. CSOOOOE+00 6.7020 0. 0i a000E+00 1951 2 7 11 0 6.9153 O. OOOOOE+00 6. 915 3 0. l 00OOE-01 1951 2 7 12 0 7.1508 O. Oiac_ OOE+00 7.1508 0. 6i,c_a00E-01 1951 2 7 13 0 7.3705 O , OOOOOE+00 7.3705 O. OOOOOE+00 1951 2 7 14 0 7.4926 0. O iO OE+i �c i 7•. 4926 O. O iOOOE+0i � 1951 2 7 15 0 7.5443 O. OOi aOOE+00 7.5443 O. i �OOOOE+00 _ r 7.5�._IL!_"! 0 . ('a� 7�,i �0E+00 7 ° 5503 0. i ac_a000E+00 0.3(�()OOE-01 -N 1'��1 •� 7 17 0 7.5174 C i�,. L:aI?i?I:?(?C:-F•I?("? 7..:,1.7•'�• .: 0. 40c_aOOE-01 N 1.'�51. 2 7 18 0 48 •1 .. 7.4874 0. 00000E+00 AN i'�51 � a t � 7 19 . 7.4836 �-, . � ii�;ij C;LjE-i-c�?i? 7 {{ r 3 :. "1'.OJJ O, OOc_aOOE+00 :,N 1951. .= 7 20 0 7. •�15�nt:, _ c?, t�0(:?�?OE-Fc?c_? 7.4520 i�o �ac'afjtaiaE+i�i� �N 1951 - 7 :'1 �, '2'2 3 r 0 7.369 0 , i 90000E+00 7.3689 0.00000E+00 1'�51. 2 7 0 .23 " 7 2b- - _ 7.2549 0 o ai ai �i �E+i at_a AN 1'�51 �_ 7 '24 �. ° ., 1223 O. Oc:?i:?0r,E-t•� ii:? 7.1223 - . 0. 10000E-01 N 1951 ._. - 7 0 8 1 is , . 6.9325 t:?. Oc?�acr_?C � i�c_a 5 E. B481 E. 8�I.81. 0.3i?000E-01 ,� 1'�,�1 _ _ 8 2 t_? 6.8401 t:?. 0f:aiii?i?E=-i-t�?I_? 6.71BO t_?. 5(aL_ OOE-01 AN 1951 2 "N 1951 - 8 3 0 6.7130 -T 4875 0.19000 N 1.'J51 ._ 8 4 0 7.4075 ? . 00 �0i yE-� 00 8. 1 71 :L 0.50000E-01 'r;N 1'� 51 � 8 5 O 8,1711 8. E360 (-,° Oiii�ta(�aE�-i;L:? - 8. E3E�? c:?. 60iai�OE-01 0. 7000c iE-i ai AN 1 951. 2 8 6 0 06 i6 0 , i 000 �E+0( 9. � �696 _ ' N 1'�J 1 8 7 .- ' 73 '_!. •� l ) u (_aI;000E+00 9,3373 _ (?. i_cac?Llt}E--t11 1'�51 ... B 6' t? 8 �.IJi 9 ��047 _ .. 0 , i;I)000E+00 9.5047 0. 20000E-O i ''AN 1951 .- B (-a . �:_ 9.5912 t_, e Cii iOOOE+00 9.5912 _ 0 l i a000E-01 1951 2 8 1.0 0 '_�. r=� 28- 0. Oi-,Or, 0E+OL? ,_ . E4�'3 -�- • . i�.3f:ai�i��E-ir1 1'�51 2 8 11 �? 9.6724 i � 6i �Oc at aE-01 _' I`N 1951. 2 8 12 0 3 ,�e-�.1E'� 1 9 (?. Qr�r._?r•",OE+I"?t�? '�° 7i . t_a '2 0O �E-O i "Ara 1951 2 8 13 c_a 0 9.8305 O. 000 ?i �E+00 9.8305 . � 40i aOt aE-i � 1 N 1951 2 8 14 9. 9143 _i O. 00OOOE+00 9.9143 - �.. . L�a. iOp�?i�E-i�1 =' Ord i'�51 � 8 15 is _ 234 PAN 1.'v51 � 8 16 f-a �? .3.'��209 �, ° r.-�t-a0f:?OE+t:;0 9.920B L_?.400OOE-01 'N 1'P51 8 17 �° c4'_E C�. 40(a�as�E-01 1 951. .= 8 18 0 r,';, (=,r.'i?(1Cil=-h•c_?t.a '_�.8038 0.4p0[,afaE-t:31 -'AN 1951 - 8 19 (-) O .8(i;_;L ,s, l 3. 8y<7 c�, iat_�ca(�t�E+i��a 9.8227 . � 0.25000 = A N :. 8� (1 0 3 (� i �i 000Efoo " 'Z 10.E�'�. 0. 63'� 1- O.15iii�c_a _ N 1'1`�1 2 8 1 ,.�,.�•�.4�'-.:- 1' , ,: V<-•t O0000E+00- , ..:i'._. PKN 1'�5i. 8 �' Ca 0 3 ^ .; ¢ 13. 9-:33 [_a,tatatai? iEt�}Q...... -... _,.- _ 13.'�'�� 0.14000 PAN 1951 2 _ 8 23 ,o 0 5 15 . c"aE4 t"a ° chi ai yi of"aE+t'?f'a 1 � . i a64 0.12000 _' N 1951 � - �,� 0 (o.16.357 O . Ca0 ai a� yE+i �i � 16.357 0.'2100C) 9 1 ='.:ra 1'�510 9 2 0 -1 18. 1.88 t�a ° i at'ai?t'at"aE+•.: 0 _ 19. 1.88 Y '�8B 0.27(_?00 - PAN 1951 2 r - '� i � � :? 1 .:;� BB i � , CaCat ac'ai yF_+f�a(_? 31 . -,^ .�•y6 '��. 0.20000 _ - N 1951 .� _ �' '_� O -,^ .�.:�. c7. iat_a0iaiyE+iaCa n G7-3 '�6. ta. 2caL_a00 _' Iwl 1.'1+51. � =a 5 0 � 1p 26.579 (). i)ili)iac?E+c)il $11; ia. 1�1•c_ 00 =' ;N 1'�51 - E �� ii -,B. 811 0. iif�a000E+09 . .. y8. :.,,. `: 31.047 (u�ia 0.18--- -''!�I 1.' 51. '� 7 i� ^1.047 w.:� -..-- c_i.Oi�i�C_airE+i�i� , .-,-: B'�i" i�.6i�iai�(:aE-01 =- N 1'951 2 9 8 c_ !3 i�. Oc_a000E+i�t_a ��. 33.992 ='F-� y 1951 2 '_! 'D 0 ^., r r,� IA- ,_3. 92 () . i �i �OOOE+00 34. 466; 0.14000 PAN 1951 2 -, 9 1 L_. o �4. 466 11 � i_y , i �0i �i?c:aE-(-i �i � � .,r-„0.14000 i a33 = N 1 951 2 '� 11 (? II0J.J.0,3J I1.t_a(7L_af_1f1E+[a() JJ. 35 653 (a(}(] _ 0.13000 r-x- P-N 1951 '�'Arl '� 12 ii 1135.653 ^ 185 0.10000 1'��51. 2 9 13 0 113b . 185 �,, i�iac_a00E+0�1 J6 . 3 57 - '-'ia(]I.1 0. 1.� _ --N 1951 2 9 1.4 0 J lq -6.571 O. t�i�c_ac_,CaE! i�r-y ��. 22 37 '�'�'3 0.22000 F N 1'�51. 2 _ S^ C_a . i �i ac_ai yc_aE+i �(a . 37.998, 0.17000 -'AN 1951 2 '� J. t � � l .:� 7 . '� 8 Ef o. iaiYi)c_OE+00 '� 1 B'� O.90 ?OCHE-01 1951 y E� 9 17 O 1101 B 56.771 � . 89. 76� 0.13000 = N 1951 2 '_' 9 18 L_? ,4'1 23 38._37B_ r, C 51 . �8� 51.385 B3.772 0.17000 r N 1.'_!51 9 19 0 ^ . ^^C 1430,335 335 45. 4371- 85.78'�; 7r.-,L-]OOE-01 f1, . _ • i Jr_ DAN 1 J1 y - 9 20 0 25�8.34'� - 47.440 76.544 c�. iixiy00E-i�i = N 1051. - 1 O 38. 2S2 38. 2W' 51.958 O. 10C yC OE-01 i'�51 3 38. 14E 19.812 47.590 C r . 100OOE-01 PAN 1.'�51 - N 1951 .- 0 �.. '� '.3 O 33 tea. i�70 9.5104 6•_�_: -, 9 0 Cr. i?Oia00E+i�C_a - 4 it 38. t_ 20 _ 2.6590 2. r, 0. O0000E+00 "'AN 1951 - is 1 - ^7. 9 �6 - O. i?OI=?i_ 0E+C y0 37. 9.6 c_a, Cairi�i�C�E+C_ai� PAN 1'�51 0 2 1•C? '� _ t o L 37. 790 0 . o f_aOL: OE+C 7C_a r-, 7'-1i; 3 r � O. Oi O aOE+C_a0 -� N 1951 2 10 J 37. 638 L a. f at_af;OOE+00 37.639 O, i�i�C�00E+CyC� r= - N 1951 P i 2 10 4 0 _ .� �7.4.�1 3 - 0. fa(a(atal,E-I 00 ^7a ,151 ��.000�C�OE+00 PAN 1951 2 10 5 (� 37 236 O.OL_?000E+00 3 37.236 p N 1'�51 3 10 6 0 36- 9 O. CaOOOOE+00 p_N 1951 y 10 7 O 36.734 i � . C 0000? E+0 36.734 34 C�. L:aia0t_ac�aE�-c:act PAN 1951 2 ic� 8 0 Jr AWM C?_()t_af]�aO +(_0 . C� 36.455 0 0 co _ d- LO = o Q� 00 ryz CD 0 0 0 U N J => Of w 0 _ m 0 � z ro C/ ) Elf O X _ a_ DO 0 _ 0 w � Li w w D 0s O ~ 0 z � N o o w w 00 _r z� o Q � N �.D ri N N r 0 N co C7) n co 0 0 00 co -d- N 0 00 co ci- N 0 Ld ►`7 N r- r- O O N 0-) � Ln ro r Co CO - - N N. L . . . . . o00000 N t- t- (SA0) MO (S3H:DN1) ldd -j HSPF FILE FOR DRIVING SEPARATE PLOT PROGRAM '-- = y\1 Time interval: 60 mins Last month in printout year: 9 PAN No. of curves plotted: Point -valued: 3 Mean -valued: 1 Total4 Q Label flag: 0 Pivl: 4 IdeIt: 15 P N �.N Plot title: Y-axis label: PANTHER LAKE Q FUTURE PEAK HOURLY W/O IMPROVEMENTS ON � "AN Scale info: Ymin: 0.00000E+00 Threshold:-0.10000E+31 "' Fr Ymax: 1500.0 Time: 20.000 intervals/inch PAN Data for each curve (Point -valued first, then mean -valued): Label LINTYP INTEQ COLCOD TRAN TRANCOD P N PIPE (CFB) 0 0 0 MAX 3 P*N OVERFLOW (CFS) 0 0 0 MAX 3 P A N TOTAL Q (CFB) 0 0 0 MAX 3 F' PRECIP (INCHES) 0 0 0 SUM 1 �N PAN � PAN � Time series (pt-valued, then mean -valued): PAN D�te/time Val =- P. 1951 2 5 24 0 4.0607 0.00000E+00 4.0607 -0.10000E+31 PAN 1951 2 G 1 0 4.0286 0.00000E+00 4.0286 0.00000000 F-'N 1951 2 6 2 0 3.9025 0.000O0E+00 3.9025 0.00000E+00 P N 1951 2 6 3 0 3.7802 0.00000E+00 3.7802 0.00000E+00 PAW 1951 2 6 4 0 3.6615 0.00000E+00 3.6615 0.00000E+00 PAN 1951 2 6 5 0 3.5464 0.00000E+00 3.5464 0.00000E+00 P N 1951 2 6 6 0 3.4346 0.0O000E+00 3.4346 0.00000E+00 P-N 1951 2 6 7 0 3.3261 O.00000E+00 3.3261 0.00000E+00 PAN 1951 2 6 8 0 3.2208 0.00000E+00 3.2208 0.00000E+00 0 N 1951 2 G 9 0 3.1185 0'00000E+00 3.1185 0.00000E+00 0.1 1951 2 6 10 0 3.0191 0.00000E+00 3.0191 0.00000E+00 PAN 1951 2 6 11 0 2.9227 O.00O00E+00 2.9227 0.00000E+00 PAN 1951 2 G 12 0 2.8290 0.00000E+00 2.8290 0.00000E+00 F' 1951 2 6 13 0 2.7380 0.00000E+00 2.7380 0.00000E+00 FAN 1951 2 6 14 0 2.6496 0.00000E+00 2.6496 0.00000E+00 P 1951 2 G 15 0 2.5688 0.00000E+00 2.5688 0.45200E-01 P !V 1951 2 6 IS 0 2.5004 0.00000E+00 2.5004 0.45200E-01 F,N 1951 2 G 17 0 2.4454 0.00000E+00 2'4454 0.67800E-01 PAN 1951 2 6 18 0 2.5971 0.00000E+00 2.5971 0.56500E-01 F N 1951 2 6 19 0 2.8658 0.00000E+00 2.8658 0.33900E-01 ; 1951 2 6 20 0 3.2663 0.00000E+00 3.2663 0.678O0E-01 .. PAN 1951 2 G 21 0 3.8731 0.00000E+00 3'8731 0.56500E-01 P^N 1951 2 6 22 0 4.4456 0.0O000E+00 4'4456 0.33900E-01 F N 1951 2 G 23 0 4.8G74 0'00000E+00 4.8674 0'11300E-01 PAN 1951 2 6 24 0 5.1798 0.00000E+00 5.1798 0.11300E-01 PAN 1951 2 7 1 0 5.4761 0.00000E+00 5.4761 0.45200E-01 P N 1951 2 7 2 0 5.9351 0.00000E+00 5.9351 0.10170 F-N 1951 2 7 3 0 7.0955 0.00000E+00 7.0955 0.12430 PAN 1951 2 7 4 0 8.5774 0.00000E+00 8.5774 0.5G500E-01 P N 1951 2 7 5 0 9.4593 0.00000E+00 9.4593 0.45200E-01 P N 1951 2 7 6 0 10.411 0.00000E+00 10.411 0.45200E"01 PAN 1951 2 7 7 0 11.815 0.00000E+00 11.815 0.20340 P^N 1951 2 7 8 0 13.554 0.00000E+00 13.554 0.10170 F N 1951 2 7 9 0 15.522 0.00000E+00 15.522 0.45200E-01 F¥iN 1951 2 7 10 0 16.604 0.00000E+00 16.604 0.00000E+00 PAN 1951 2 7 11 0 17.300 0.00000E+00 17.300 0.11300E-01 P N 1951 2 7 12 0 17.935 0.00000E+00 17.935 0.67800E-01 F_.N 1951 2 7 13 0 18.496 0.00000E+00 18.496 0.00000E+00 PAN 1951 2 7 14 0 18.838 0.00000E+00 10.83B 0.00000E+00 PAN 1951 2 7 15 0 19.011 0.00000E+00 19.011 0.00000E+00 D N 1951 2 7 17 0 19.053 O . (i(lf OOE+00 19.053 O. f a[ lOOOE+O() 1� 1951 2 7 18 O 18. 9B3 I'a. (.a�?OOOE-i00 18.983 0.339OOE-01 PAN 1951 2 7 19 i t 18.898 O. i ar iOOOE+00 18.898 0. 45'200E-01 POV 1 S51 2 7 20 is 18. 8'='a8 O . i i(?Cir ai if-_ +00 18.898 (_a . it000t aE+0I_a F J 1951 2 7 21 0 18.820 O . i al=?iaOOE+ 00 18.820 O. i li a(_ OOE+00 W 1951 2 7 22 0 18.633 O. OOOOOE+00 18 . E33 O. I_ac iOOOE+00 ='AN 1951 2 7 23 0 18.371 I_l, (_li iOOOE+00 18.371 0. i ai a000E+00 P 1 1951 2 7 24 0 18.062 O. i li a(-lOOE+00 18.062 0. OOOOOE+00 RA 1951 2 S 1 i t 17.727 O. (ji aOOOE+00 17.727 0. 1 13 OOE-01 FAN 1951 .2 8 2 t a 17.361 O Ci(ic_lC_ OE+0i a 17.361 I_l. 339O0E-O 1 _'Q 1951 2 8 3 0 17.018 O. (lI?(-?OOE•i 00 17.018 I_?. 565OOE-(_ai My 1951 2 8 4 i a 18.32E O . (_ar �r ai l(_?E-+00 18.326 0. 2147( i -'AN 1951 2 8 5 0 19.513 O. (l(lI aOOE+00 19.513 0. 565OOE-01 F 1951 2 8 6 0 20.425 O . r li lOOOE+00 20.425 I_a . 67BOOE-i l l PQ 1951 2 S 7 (_a 21.300 (l n (_?(?OOOE+00 21.300 0. 791OOE-01 ON 1951 2 S S 0 21.88E O. OOOOOE-i-(_ 0 21.886 0. 45200E-01 'AN 1951 2 8 9 0 22.197 O. i ar}r_li= OE+00 22.197 0. 22GOOE-01 Ply 1951 2 S 10 l i a 22. 35 9 i a . Oi ai ai OE+i l(_a 22.359 ( i . 226i ai aE-O 1 P- q 1951 2 S 11 0 22.470 il, OOiaOOE+r00 22.470 0. 113OOE-01 PAN 1951 2 8 12 0 22.538 O. � iO(=l(= OE+00 22.538 0. 33SOOE-01 PAN 1951 2 S 13 0 22.613 I_?. (_?O( rOOE+00 22.613 0. 67800E-01 -. q 1951 2 S 14 is 22.79 (?, iiiaia(_a(aE i?ii ��.7 arm Via. 600E-01 1 F ,N 1951 2 8 15 0 22.939 i l . i lOi lOa iE+i a0 22.939 O. 45200E--i a 1 PAN 1951 2 8 16 i a 22.996 i l . ('aOO OE+(_ 0 22.996 0. 1 13i OE-0 1 0 1951 2 S 17 0 22.995 I_a . I ii aOO lE+(- 0 22.995 0. 1 13i OE-01 RA 1951 2 8 IS 0 22.929 O. (_?i iOOOE+00 22.929 t o .45200E-01 =a� 1 0 19 0 22.905 O. CaOOO aE_-i-r?(? 22.9% 0 . 45200E-0 1 W N 1951 2 8 20 O / 22. 956 ia. O(aO OE+0 a 22. 956_ • 0. 45200E-cif 00 1951 2 8 21 i_a 223.912 (_a. ia(_aOOOE+00 23.912 0.28250 PAN 1951 2 S 22 0 326, 446 c_a. saoi?OOE+O0 26.446 0.16950 PAN 1951 2 8 23 i � ,27. 636 0. OI_aO OE-l-00 27.636 i l . 791 OOE--r a 1 +"� 19518 240 �'L'S. '�'�7 (':i. Oi_lljc_li aE•+•OO ._ .....'S • '�'� T 0.15820 4�'i .'- P9A 1951 2 9 1 (_a ; 30. 604 t r/'lr. (_a, i ai ac aOOE+00 MGM 0.13560 PAN 1951 2 9 2 '�' 0 9 C 7.:1�. �.,8 - c_l. �a�al=aiaiaE+ci(j � 9 5 ��. ��S 32.958 0.22730 1951 ._ 9 .., ca 8 35.254 O. iar_aOiaOE+ilia 35. 254 0.30510 1951 2 9 4 0 f37.285 O. iaOO(_i iE+i 0 37.285 0.22600 PAN 1951 2 9 5 0 j039.242 168.65 207.89 0.22600 W N 1951 2 9 E o „ 39.278 173.52 212.80 o. 15820 P. A 1951 2 9 7 0 /;� 39. 255 170.44 209.70 0.2034C) "AN 1951 2 9 8 0 a Z9. 199 162.80 20K ili? ia. E78OOE-(_?1 PAY 1951 2 9 9 0 Mr 3S. S37 113.61 152.45 0. 90400E-01 ,- 4 1951 2 '-1 10 ( a J. ,�78. 665 90.250 128.91 0.15820 ?',A 1951 2 9 11 0 !, 38.787 106.91 145.70 0.15820 - AN 1951 2 9 12 0 / 7 38. BE 1 116.94 155.80 0.14690 ,- A 1951 2 9 13 0 / f= 38. S23 111.70 150. 53 0.1130C) - 4 A 1 e51 2 9 14 O V 38.637 86. 521 125.16 I_a. 14690 ."'AN 1951 2 9 15 I_l .,p 38 . 964 130.91 16 9 . 88 0.24860 =. N 1951 2 9 16 0 yi '38.034 140.41 179.45 0.19210 _ . 'd 1951 2 9 17 0 ' . 39. 063 144. 38 183. 4V 0. . 10170 1951 2 9 18 O "38. 846- 14. 86 153.7 1 0.14690 PAN 1951 2 9 1'D 0 Z�r38._,74O.: ;,;;,-. _ _1 jiata.5 - 13'�.27' il. 19:'1ia =. d 1951 - 9 Zia 0 ZMS. 761' .. 103.35 142.11O 0.791OOE-01 ,_',A 1951 2 9 21 0 38.642 87.222 125.96 ( 1300E-01 `'AN 1951 2 9 22 0 38.376 51.094 89.471 0.11300E-01 P, A 1951 2 9 23 0 38.203 27.507 ?7 65.710 0. 1 13i ai aE--r � 1 _', _, 1951 2 9 24 0 39.111 1. 5. C)64 53.174 i � . 0(_a(_a(_ai aE+i ai a -'AN 1951 2 10 a 1 i s 38. 061 8.2350 46.296 O. t ai ai O aE+i 0 _" N 1951 2 10 2 0 38.019 2.5558 40.575 i a . i a(_ 0 ai aE+i ai a .-. J 1951 2 10 3 0 37.983 O. r_aOOOOE+tail 37.983 O. Or OOOE+00 "At 1951 2 10 ] 4 (_a 37.915 I_a . [?(_?(_ O lL.-F•(a(_l 37.915 (_a . (=a(1O of aE+00 PAN 1951 ' 10 5 I l 37. 8(_,4 r_l . OO OOE+ 0 37.804 I1 . f aI of a[ OE+0 0,4 1951 2 10 6 0 37.654 0. OOOOOE+oo 37.654 O. (_a000OE+00 TmA 1951 ;_ 10 7 i_l 37.470 O . i aOOOOE+rail 37.470 O. Oi aOOOE+00 -'AN 1951 2 10 S 0 37.256 O. i ai ai lOOE+00 31.256 O. 00000E+00 PAN 1951 2 10 9 0 37.016 c_?. OOOOOE+00 37.016 O. 0OOOOE-i 00 FLOW (CFS) PPT (INCHES) � -S N CA U4 --P CJi Ln 0 000000 0 N 0 rn N co cr, N Co -- �. oo:,�Nc� 0 -P 00 N'm 0 !Pl.00 N 0 (D 0 M CA (D M N 0 N (71 G+ O _3 ) _ C CD�z o- orT1 � C � N —I-P - l 0 fTl FT1 =� _0 _ =0 Op 0 C -TI � 0 U) O �[J _ 0 > 00 N � � 0 O zD �J -P r D CC) - o Co 7C) ,-,-, _ Ul 0 0) 0 0 HSF'F FILE FOR DRIVING SEPARATE PLOT PROGRAM . Time interval: 60 Mins Last month in printout year: � �'�,,,. �� No. of curves plotted: Point -valued: S Mean -valued: 1 Total 4 Label flag: 0 Piv1: 4 Idel't: 15 Plot title: PANTHER LAKE 0 FUTURE W/ IMPROVEMENTS PROVEMENTS Y-axis label: PEAK HOURLY v" �Y"• ,._..� . ��:......,. Scale info: Ymin: 0.00000E+00 Threshold:-0.10000E+u'�' Yma%: 1500.0 Time: 20.000 interval s/inch Data for each curve (Point -valued first, then Mean -valued): Label L I NTYP I NTEQ COLCOD TRAM TRANC:OD PIPE c:i_FS? is C? 0 MAX 3 OVERFLOW (C:FS) ci 0 I_a MAX 3 TOTAL 0 l:i=FS) 0 Ca Ca MAX 3 PREC: I P (INCHES) c i l i C a SUM 1 Time series (pt-valued, then mean -valued): Date/time ,� C�'�/l'Lf Val Ue� , ,�J 4v_rll-C_ 1951 .0 5 24 0 4.0607 17 0. Oi O OE+I' 0 4.0607 -0. 1000i aE+31 1951 2 6 1 0 4.02S6 0. OOOCatOE+00 4. C?'28E Ca. CaOO iOE+C 0 1951 C. 6 2 0 3.9025 O. OCaOOOE+00 3.9025 O. I_al]OOOE+00 1951 2 6 3 0 3.7802 2 O. I_ai aOOOE+00 3.7802 0. OC aOOOE+C as a 1951 2 6 4 0 3.6615 c_a . O O al iE+c 0 3.6615 0. 00 0 iE+00 1951 2 6 5 0 3.5464 O. OC ?OC ai ?E+Olt 3.5464 0 . C aC 00i �E+I iC a 1951 2 6 6 0 3. 434E O . Cai �C aOOE+00 3.4346 0. i �i 1000E+00 1951 2 6 7 i_a 3.3261 la, CaOCaCaC7E+C?t=? 3.3261 O. Ca CaCaCaCaE+C?Ca 1951 2 6 8 0 3.2208 O. OOi aOOE+0 a 3.2208 I i . C a0i 00E+00 1951 2 6 9 0 3.1185 O. OOC)I; OE+ 0 3.1185 t_a. 0Ca000E+00 1951 2 6 10 0 3.0191 (_a, OOI_ar}I3E+0I_a 3.0191 ii. 0t1I70[aE+0I_a 1951 2 6 11 0 2.9227 O. C?C?OOOE+I_?0 2.9227 0. CaCa000E+00 1951 2 6 12 0 2.8290 a.I_?OOOra E-I-CaC=? .� . 8'�'�t_; - - t_a . OI_ai aC at_aE+t_ac a 1951 2 6 1.3 0 2.7380 O. OOC aOOE+00 2.7380 O. c=aC aOOOE+00 1951 2 6 14 0 2.6496 O. OC OOOE+00 3. 649S O. OOOOOE+00 1951 2 E 15 0 2.5688 O . (al aOOOE+talc 2.5688 0. 45'200E-01 1951 2 6 16 0 2.5004 I?. i?I;?Ia[- OE-F•00 2.5004 I . 452I_ 0E-01 1951 2 6 17 C a 2.4454 C a . OI-?OO }E+00 2.4454 C a . 678C OE-01 1951 2 6 18 t o 2.5971 t_a . (?(aI_aOOE+00 2.5971 0. 565OOE--01 1951 2 6 19 0 2.8658 O. OOOi OE+C 0 2.8658 0. 339Oi �E-t i t 1951 2 6 20 0 3.2663 O. Oi?I_?OOE+ 0 3. 2663 0. 67GOOE-01 1951 - 6 21 - 3.8731 O - - E 1 1 3.8731 ( a . 5F 5O 1E-01 1951 2 6 22 0 4. 4456 O. OO OOOE+Ca0 4.4456 0. 339OOE-01 1951 .0 6 23 0 4.8674 O. C OO OE+C ac i 4.8674 0. 1 13OOE-01 1951 2 6 24 0 5.1798 O.00OOOE+00 5.1798 0.11380E-01 1951 2 7 1 0 5.4761 0. (-af al a(- 0E+00 5.4761 0. 45200E--01 1951 2 7 2 0 5.9351 O.I_ar?OOOE+00 5.9351 0.10170 1951 2 7 3 0 7.0955 O . [?i a(aOOE+00 7.0955 0.12430 1951 2 7 4 0 8.5774 O.00OOOE+00 8.5774 0.565OOE-01 1951 2 7 5 0 9.4593 O . C aCaC?I.OE+Cain 9.4593 0. 453017E-01 1951 2 7 6 0 10.41f O. OOOOOE+Gael 10.411 0. 45200E-01 1951 y 7 7 0 11.815 O. CaC?C aOOE+Cali 11.e15 0.20340 1951 2 7 8 0 13.554 O. C aC ai aOOE+00 13.554 0.10170 1951 2 7 9 0 15.522 O. CaCaOOOE+00 15.522 0. 45._I 0E-01 1951 2 7 10 0 16.604 O . C ai �OOOE+Gael 16.604 O. c 7l il_ OOE+00 1951 2 7 11 C a 17.300 C a. OO aOOE+0 i 17.300 0. 1 13007E-01 1951 2 7 12 0 17.935 O. I -at -at al- OE+00 17.935 0. 6 B I- OE-01 1951 2 7 13 0 18.496 0. C 00 0E+0 a 18. 49S C . i �OOI DOE+Ca0 1951 2 '' 7 14 0 19.638 0 . i O OOE+I i0 18.838 O . C uOC OOE+C aC a 1951 2 7 15 0 19.011 0. 00OOOE+00 19.011 O . C ai �C aOOE+Ot t tJ. as�s:ir�C1Ea-t)c.a 1'��. t] 5u �]. t�[if3ai�E�-i�a � 1951 �. [� 7 17 0 lc�„ c�;3 i B. 98"; -� 0 CaCaC 00E-,-,-00 1 u. 9S � 0.33'=CQUE--cal C 1. 452saFaE--01 2 .{ 1.951 � 7 1 B 7 1' 0 16. 898 o. of )OOi ]E+[:]K7 12 . E'�8 18 898 a, i�t�i aCaaE+U�J ,N 1 951 2 7 '2t:] 0 18.8:9�3 O. sat: 000E+ 00 , 1a. 620 Cs.00lifOt]E+[iO 1-351 �� u 7 21 0 18.820 [a. oc)ca00E+Oo 18.633 a. 00000E+()O 1951 2 7 r, 18. 63 30, O. [� O QOE-r0O 18.371 C+0000E+00 '.V 1951 '_ � LCl 7 2.s O 1e.371 O . 0000OE+00 18. 062 to . OOC][aOE+sj[a �N 1951 2 7 '24 O IS.O62 . taCsta00E+C s0 17.72'7 0.113OC1E--tal rl 1951 8 1 r� 17.727 O. r]C]ca[�at`�E-t-s�a�] 17 361 �+,- t ra. ,. 3qo aE-01 .I 1951 2 8 2 0 17 , 361 0 . sacat' 00E+00 , 17.01 S 0.565OOE-01 �N 1951 8 3 0 17 , 01 B ra y Via[ j[ 1C1�aE+�:aC] 183. 326 o.21470 NN 1951 2 B 0 18. ,26 o . OC}C}C1r)E+OO 1'� 513 0 O O1 ..DES OE- V 1951 � B 5 0 19. 5.13 1 ] r[at7 C}. CltaC OC E- . 20.425 0. E,78OOE-t_al ntV 1'��1 � 8 6 0 1 2'C . • '4`�"5 o. ooOOOE�+00 •21 300 0. 79100E-01 AN 1951 2 :V a 7 C.s 21.300 n. Clta[]OOE+-t:lra . 21.Bd6 s:a, 45.2001E-rs1 1951 �, B B O 21. B86 0.00000E+00 - 22' 197 C]. '226C}0E-01 s 2 8 9 O 22. 197 O.00 000E+00 . 221 35' O. 2600E-01 AN 1951 2 8 1 a 0 r "' 35'� ,�2 . O. Cat }siCat'}Ea.��lsa Y rr �r70 C] . 113rjsaE-sa 1 ' 1951 2 2 8 11 0 22. 47ta 0. OOC]C]C]Etijry , 2 2 538 0. 339OOE-a 1 1r 51 a 1, � -2 538 0, sjt,�as�(7E t [JCa � i "' 22. 6 3 O. E78C)OE-01 r,N 1'351 2 2 a 13 0 22.61 3 C}. Cat7s�00E-rc- 0 22. 7'n6 a, '226OOE-O i -'AN 1951 22, 79G O. OOOOOE+00 22. 39 0. 45200E-01 - 1951 2 B 15 0 2'2 , 93 9 0. 000()C]E+00 22 � ' E, ' ' s=a . 1 1300E-sa l _ . ,; 1951 8 16 � 22 996 t?. C1s�t:1t7VE+00 22.995 a. 11300E-01 ='AN 1 951. 2 8 17 2� 9 5 • ' O.00000E+OO U' 4-yOOE--01 1951 2 S. iB 929 °fir] U. t7s_]s 1C1i]E+ C]Ca _ �C]'� 0 452[aC]E-["}1 -. _ 1951 ? 2 8' 1'D �a 2 •2 8 2 - 0 . �7C 000E+00 . � . ;-AN 1951 B '2C} Ca � 22.956 U. UOOOCI - 2� 912 1. 951 2 2 8 .ry1 0 �! 1951 2 3.912 ._. --.. �,C)OOOOE+Oir) - 26. �46 0.16950 r'ral�[ 1. 951 �' 8 '22 0 3 26.446 C], OOOO��E+OO O.00OOOE+Cs0 2 E,36 0.7'� 1 ra[ }E-O 1 0.1 56.20 PAN 1951 = 8 23 0 ,a 27.636 2F3.997 O. C]C10OOE+()O 28.997 �o.604 C].135E,t] F. 1'D51 2 8 24 0 ' 3O. 604 O. ta[anOtaE+ 00 .' 0, 3730 2 2 y 1 C] _A 1951 r O � 32.958 O. 00000E+00 3'y. 956 254 0.30510 =•AN 1951 2 9 2 3 r] O. OOOOOE+Cats 35. ^7 to . 2'�6O 22 1'iD51 w' 1�51 2 1 2 C .935.254 37.285 C].00000E+Cara ..�::BS �' � 4O.061� O. :600 =•AN 1951 N 5 ,: '3 -�� O �✓ 4O. ta61 490 0.00000E+00 O. taOtat OE+f)O 4.2.480 sa. 15C 2O 0 ' 'C]34O -' ` 1951 2 9 6 0 ,� ri r� 42. ,2- 44. 78E U. OOOOOE+00 44. 7B6 -' - 46. 6i•4 . �- 0. 67SOOE-01 _• �ti 1951 2 6 ■" 46.61 0.00000E+OO 47.750 rs, 9O4C1CsE-01 4� 1951 2 O 9 � � 47.750 0. r.]C]CaC}aEj aCa �8, 885 0. 158 'O =,N 1951 'q 10 0 /.� 48. 385 O. O0000E+00 5a. 234 0. 158,2_ = �! 1.' 5 i 2 9 11 0 ,;: 50. 234 0. OOOO �E+00 ... 681.. 0.14690 .� 1951 ='AN 1951 2' 2 9 1'2 ra � 51, 69i � 0. OOOsat E -00 ,r1 . 52.953 C]. 1 13ta0 12 - ,� l'r51 2 13 C] ■ � S 52 -953 G.00OOOE+00 0. 00000E+00 53 , 89.0 0.14690 q 1951 2 9 14• 0 �� 53. B 0 r� O. C]O00[aE+[�0 55.499 =A 1951 2 9 15 O �P 55.491 0, OOOOOE+00 - 57. 291 o.19210 10170 2 9 16 0 �; 57.'91 58.918 r,]. 00000E+00 58.918 0. sa,14690 1951 2 9 17 O _ s:] y^z 60. 15 5 0.00000E+OO 6O.i55 2O5 0. 19 r' 10 = i�l 1 ' 51 9 18 9 19 C] 9 y� 51. 205 0. C}O000E+00 61= 62. 316 . g- 0. 791 OOE-C}1 ='Ah1 1951 2 2 �r0 sa 2Sr 62. 216 O, Ot 000E+00 G2.36a O . 1130caE-O 1 r 1951 L - 1 0 2 ,,(. 6 .86[30. s].00s0C1OE+O() 62.995 113Os 1E-01 �..,q 1951 2 9 2'2 0 5 1" 62. '�'� � 0. r;CaC.00E-Foo 6'. 0. OOE--01 11 PAN 1951 . [] '2 9 3 r ` 62. '�8 O. 00 00E+tat 3 62.850 0. 00000E+00 p V 1951 9 24 0 ; 6f , 8�0 O. 00000E+00 62. 620 01.00000E-rOCs p :\I 19 51 2' 10 1 0 =; �62.620 O. aooOOE--00 62.310 0, 00aa0E+00 ='AN 1951 2 10 2 0 6:2. 31 sa O. Cststa[ ]i )E+C]r� 61. ��4 0. 00000E+01a pAN 1951 2 10 3 0 61 . 9 ;4 0. C]r1[_ OC)E•d Q0 61.498 0. 00000E+00 P�+N 1951 2 2 10 4 0 61.496 O, r}Ca[7[aCsE+s:s0 s7.OtJC}nOE+00 61.009 O.OsaOOC]E+Ord OOOOOE+00 PAN 19 51 2 10 5 0 61 , OC?9. GO. 473 O, 60. Cat-staE+car,] G0. 47 3 0. 0. OOC]OC1E rO0 'r 4 1'951 2 1 C1 6 O 5D.896 00 r }CAE-r[aO c ..- - - 59. Es96 ,-1 O.00Ot7OE+Ora _ . 1951 10 7 O 59. 2284 0. oOOOOE+00 5 .2'8 0. 00000E+00 LnAhl i Cl. i1 10 B O _ i1 r]S'1C op--i-0 1 5B. 644 jle N, WZIA, V OF i/jE "Y04WmwY ¢ A,,,►uWGorE 348 10 8.4T ia0 , ia0 / .-17 . 00 V4at- l . 33 . Oo . 5Cd . 00 7 Oo . 8 . is i 1, c_a c_a . C-a 1 0/2 : GuA -7�-7 ` �//J6 Co \ ca..a CIO / 1. 1.7 .0 1.33 . 03 FN 1.50 .03 1.67 . o4 1 1. 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CI 7 1 t t dD O W L ALAS KA w.o. # F4dl 38 ENGINEERS T E S T L A B COMPUTATIONS Project Name Client Name wElj I� M U S PCA24 W �TEIL�•l �CU � I T I� Sheet L of � PPrepared by: Dat Checked by: Date ✓Di,J S 72�/91 �G6P&/-I47/G OF 5G /3-13AS)n15 _ GpNTl2/l3u7/nJG To P/2DPa5eFP VAULTS 112�_._ a1\1D Po►J0 3. 2oat rop (MAIN 8LDG � IS ND7 L?E-1z)^JFD. )2WJ Or-F CON712D L TaiQau Coil -T49 Kb -YE (,"VE)\I"T /5 PQovI DED Fb2 _ %LC 8� 5 /rJ 5 WUEN IA BEN 1N ACCfSeE64TE K SST. cul,.vlrlfS BI�S,,,rot_E -3 L. Z3/ 6w G Nf T' a r SW G S T-:? 7 7 $.LAN K R, 20AD _ I 11I V� � o o T-o 'S.�'� `' PAZ IL s�-rE P3 r 9�73+,37 7-z,5s L,;) PEW RooF \ 37 4SEA �o C�MF•�5 V i O'l P6-62CE of X—TeN71o&j L)7`l ML--A5u2E5 P,Qo✓/DED �2oviDc"D v 1 47 > CX) ST 44-NO1 7 I pnl5 FLOWS hoc F Nor�E V 2 PEcE,'*5Fs A7 Ex/ 6T. Go rJ D /7i0�•15 FLo w5 P3_ 2EL&-ASE5 4 T 6Y)51, Cor✓oi7/0&5 F1d�S To Gor�P�'Nsa7E__ F�,e �L-''Ssc7Z DEC�E 6 � DE7� 7/ onl FOR Y/ F Root" NOSE 'GL g4^/ ' F sus 704 �/E7VA.0 LT 1 31 o5w 4 LE WEST CAMPUS PLR2R DETERMINATION OF CONVEYANCE DESIGN FLOWS F90138 INCLUDING DISCHARGE FROM PANTHER LAKE PAGE 1/1 FILE: WCP ROD.WK1 TABULATION OF HYDROGRRPHS C 'E: 27 ;RR 91 1. EVENT IS THE 100-YR, 29-HR STORM. 2. PROJECT HYDROGRRPHS FROM HYD ROUTING RESULTS, USING 60 MINUTE INTERVAL DATA ONLY TO MATCH PANTHER LAKE HSPF HYDROGRRPH INTERVAL. 3. PANTHER LAKE HYDROGRAPHS FROM KC SWM HSPF RUN, COMMENCING WITH 2l8I51 HOUR 20. SCENARIO Sl: 1987 LAND USE SCENARIO $2: FUTURE LAND USE W/ LAKE SCENARIO *3: FUTURE LAND USE W-,0 BERM IMPROVED 5' BERM IMPROVEMENT'S tl) (2) (3) (4) (5R) (5B) C50 (5R) (5B) (5C) (5A) (5B) (5C:) TIME VAULT 1 VAULT 2 ROOFTOP POND 3 PRNTH LAKE PRNTH LAKE PRNTH LAKE PRNTH LAKE PRNTH LAKE PRNTH LAKE PRNTH LAKE PRNTH LAKE PRNTH LAKE OUTFLOW OUTFLOW OUTFLOW OUTFLO PIPE SPILLWAY TOTAL ; PIPE SPILLWAY TOTAL PIPE SPILLWAY TO TRL HYDRGRPH HYDRGRPH HYDRGRPH HYDRGR ; OUTFLOW OUTFLOW OUTFLOW ; OUTFLOW OUTFLOW OUTFLOW OUTFLOW OUTFLOW OUTFLOW HYDRGRPH HYDRGRPH HYDRGRPH ; HYDRGRPH HYDRGRPH HYDRGRPH HYDRGRPH HYDRGRPH HYDRGRPH CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CF•S 0.01 0.01 0.09 0.02 9.82 0.00 9.82 22.96 0.00 22.96 22.96 0.00 22.96 0.07 0.09 0.20 0.16 ; 10.63 0.00 10.63 23.91 0.00 23.91 23.91 0.00 23.91 0.15 0.09 0.29 0.90 ; 12.96 0.00 12.96 26.95 0.00 26.95 26.95 0.00 26.95 0.26 0.16 0.37 0.59 13.99 0.00 13.99 28.99 0.00 28.99 27.69 0.00 27.69 0.32 0.19 0.95 0.76 15.06 0.00 15.06 36.60 0.00 30.60 28.99 0.00 28.99 -'l 0.41 0.23 0.59 0.93 16.36 0.00 16.36 32.96 0.00 32.96 30.60 0.00 30.60 7 0.62 0.27 0.77 1.12 18.19 0.00 18.19 35.25 0.00 35.25 32.96 0.00 32.96 ^ 8.93 0.35 1.31 1.98 21.29 0.00 21.29 37.29 0.00 37.29 35.25 0.00 35.25 2.90 2.26 0.51 1.66 23.93 0.00 23.93 90.06 0.00 90.06 37.29 0.00 37.29 -10 2.65 1.98 0.51 1.73 26.58 0.00 26.58 92.98 0.00 92.98 39.29 166.52 207.76 1 2.97 1.78 0.92 9.20 28.81 0.00 28.81 99.79 0.00 99.79 39.28 173.52 212.80 �2 2.22 1.62 0.92 7.97 31.05 0.00 31.05 ; 96.61 0.00 96.61 39.26 170.99 209.70 2.00 1.93 0.33 8.48 32.89 0.00 32.89 97.75 0.00 97.75 39.20 162.80 202.00 _. 1.77 1.29 0.33 9.06 33.99 0.00 33.99 98.89 0.00 98.89 38.89 113.61 152.95 '.5 1.65 1.21 0.29 9.51 39.97 0.00 39.97 ; 50.23 0.00 50.23 38.67 90.25 128.92 6 1.55 1.17 0.29 9.76 35.03 0.00 35.03 51.69 0.00 51.69 38.79 106.91 195.70 -? 1.93 1.11 0.23 9.89 35.65 0.00 35.65 52.95 0.00 52.95 36.86 116.99 155.80 18 1.28 1.01 0.23 9.89 ; 36.18 0.00 36.18 53.89 0.00 53.89 36.82 111.70 150.52 1.9 1.25 0.96 0.23 9.76 36.57 0.00 36.57 55.50 0.00 55.50 38.69 86.52 125.16 '0 1.29 0.93 0.23 9.70 37.23 0.00 37.23 7 57.29 0.00 57.29 38.96 130.91 169.87 :1 1.29 0.92 0.23 9.65 37.99 56.77 99.76 58.92 0.00 58.92 39.03 190..10 179.93 22 1.25 0.92 0.23 9.60 38.92 51.39 89.81 60.16 0.00 60.16 39.06 199.36 183.99 23 1.25 0.91 0.23 9.57 38.38 95.99 83.82 61.21 0.00 61.21 38.85 119.86 153.71 '9 1.21 0.90 0.12 9.52 38.39 97.99 85.78 62.32 0.00 62.32 38.79 100.53 139.27 y5 0.99 0.97 0.00 8.99 38.28 38.26 76.59 62.86 0.00 62.86 36.76 103.35 192.11 -Z6 0.97 0.36 7.32 38.15 19.80 57.95 63.00 0.00 63.00 36.69 87.22 125.B6 27 0.95 0.35 5.28 38.07 9.51 97.58 62.99 0.00 62.99 36.38 51.09 89.97 ?8 0.92 0.35 3.81 38.02 2.66 90.68 62.85 0.00 62.85 36.20 27.51 65.71 '9 0.90 0.35 2.75 37.98 0.00 37.98 62.62 0.00 62.62 36.11 15.06 53.17 j0 0.37 0.39 1.98 37.91 0.00 37.91 62.31 0.00 62.31 ; 38.06 8.2.1 96.30 DETERMINATION OF CONVEYANCE DESIGN FLOWS INCLUDING DISCHARGE FROM PANTHER LAKE SCENARIO 41: 1987 LAND USE SCENARIO t2: FUTURE LAND USE W/ LAKE BERM IMPROVED 5' : SCENARID *3: FUTURE LAND USE W/0 BERM IMPROVEMENTS PAGE 2/2 SUMMATION OF HYDROGRRPHS TIME DESIGN PT 1 DESIGN PT 2 DESIGN PT 3 DESIGN PTA DESIGN PT 5 DESIGN PT 6 : DESIGN PT 1 DESIGN PT 2 DESIGN PT 3 DESIGN PTA DESIGN PT 5 DESIGM PT E. DESIGN PT 1 DESIGN PT 2 DESIGN PT 3 DESIGN PTA DESIGN PT 5 DESIGN PT 6 PIPE CHRN/PIPE PIPE PIPE PIPE EX. DUAL CULV PIPE CHRN/PIPE PIPE PIPE PIPE EX. DUAL CUL PIPE CHRN/PIPE PIPE PIPE PIPE EX. DUAL CULV: COL 5A COL 5B COL g+5B COL 2+1+58 COL 1+2+1 COL 1+2+3 : COL 5R COL 5B COL 4+5B COL 2+1+58 COL 1+2+1 COL 1+2+3 COL 5A COL 5B COL 1+5B COL 2+1+5B COL 1+2+q COL 1+2+3 +5C +q+SC +5C +1+5C +5C +1+5C : HR CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS : 1 9.82 0.00 0.02 0.03 9.86 9.95 : 22.96 0.00 0.02 0.03 23.00 23.09 22.96 0.00 0.02 0.03 23.00 23.09 2 10.63 0.00 0.16 0.20 10.90 11.10 23.91 0.00 0.16 0.20 21.18 21.38 23.91 0.00 0.16 0.20 21.18 21.38 3 12.96 0.00 0.g0 0.19 13.60 13.89 26.15 0.00 0.AD 0.q9 27.09 27.38 26.15 0.00 0.q0 0.19 27.09 27.38 g 13.99 0.00 0.59 0.75 15.00 15.37 28.99 0.00 0.59 0.75 30.00 30.37 27.6q 0.00 0.59 0.75 28.65 29.02 5 15.06 10.00 0.76 0.95 16.33 16.78 30.60 0.00 0.76 0.95 31.87 32.32 28.99 0.00 0.76 0.95 30.26 30.71 6 16.36 0.00 0.93 1.16 17.93 18.17 32.96 0.00 0.93 1.16 3.4.53 35.07 30.60 0.00 0.93 1.16 32.17 32.71 1. 7 18.19 0.00 1.12 1.39 20.20 20.97 : 35.25 0.00 1.12 1.39 37.26 38.03 32.96 0.00 1.12 1.39 31.97 35.7q 8 21.29 0.00 1.148 1.83 31.55 32.86 37.29 0.00 1.18 1.83 A?.55 As.86 35.25 0.00 1.18 1.83 45.51 16.82 9 23.93 0.00 1.66 3.92 30.75 31.26 ; 10.06 0.00 1.66 3.92 16.88 g7.39 37.29 0.00 1.66 3.92 11.11 gq.62 10 26.58 0.00 1.73 3.71 32.91 33.15 : 42.18 0.00 1.73 3.71 A8.8A 19.35 39.21 168.52 170.25 172.23 21q.12 211.63 11 28.81 0.00 A.20 5.98 37.26 37.68 : gg.79 0.00 A.20 5.98 53.21 53.66 19.28 173.52 177.72 179.50 221.25 221.67 12 31.05 0.00 7.17 9.09 12.36 g2.7B : 16.61 0.00 7.17 9.09 57.92 58.3A 39.26 170.AA 177.91 179.53 221.01 221.g3 13 32.89 0.00 8.q6 9.91 AA.80 15.13 : 17.75 0.00 8.18 9.91 59.66 59.99 39.20 162.80 171.28 172.71 213.91 211.2q 11 33.99 0.00 9.06 10.35 16.11 16.41 : 18.89 0.00 9.06 10.35 61.01 61.31 38.BA 113.61 122.67 123.96 161.57 16A.90 15 31.17 0.00 9.51 10.72 A6.SA 17.13 : 50.23 0.00 9.51 10.72 62.60 62.89 38.67 90.25 99.76 100.97 111.29 111.58 16 35.03 0.00 9.76 10.93 A7.51 g7.80 51.69 0.00 9.76 10.93 6g.17 611.A6 18.79 106.91 116.67 117.BA 158.18 158.17 17 35.65 0.00 9.89 11.00 g8.08 g8.31 : 52.95 0.00;* 9.89* 11.00'* 65.38 65.61 36.86 116.99 126.83 127.91 168.23 168.16 18 36.18 0.00 9.Bg 10.85 18.31 g6.5.1 53.89 0.00 9.811 10.85 66.02 66.25 38.82 111.70 121.51 122.55 162.65 162.88 19 36.57 0.00 9.76 10.72 -18.5A AS.? 55.50 0.00 9.76 10.72 67.17 67.70 38.61 86.52 96.28 97.21 137.13 137.36 20 37.23 0.00 9.70 10.63 g9.10 49.33 57.29 0.00 9.70 10.63 69.16 69.39 38.96 130.91 110.61 111.511 181.7A 181.97 21 37.99 56.77 66.12 67.31 106.57 106.80 56.92 0.00 9.65 10.57 70.73 70.96 19.03 1g0.g0 150.05 150.97 191.2q 191.A7 22 38.12 51.39 60.99 61.91 101.58 101.81 60.16 0.00 9.60 10.52 71.93 72.16 39.06 111.3E 153.98 151.90 195.21 195.11 23 38.38 15.11 55.01 55.92 95.55 95.78 61.21 0.00 9.57 10.g8 72.91 73.17 38.85 11A.BE, 121.13 125.31 165.41 165.67 21 38.31 A7.gg 56.96 57.86 97.A1 97.53 62.32 0.00 9.52 10.12 73.95 71.07- 38.7A 100.53 110.05 110.95 150.90 151.02 25 38.28 38.26 16.75 17.22 85.99 85.99 62.86 0.00 6.g9 8.96 72.31 72.31 38.76 103.35 111.BA 112.31 151.56 151.56 26 38.15 19.80 27.12 27.18 66.10 66.10 63.00 0.00 7.32 7.68 71.15 71.15 38.61 87.22 91.51 91.90 13q.01 13g.01 27 38.07 9.51 1A.79 15.1g 53.66 53.66 62.99 0.00 5.28 5.63 69.07 E-9.07 38.38 51.09 56.37 56.72 95.55 95.55 . ' 28 38.02 2.66 6.17 6.82 15.26 15.26 62.85 0.00 3.81 A.16 67.A3 E.7.g3 38.20 27.51 31.32 31.67 70.29 70.29 29 37.98 0.00 2.75 3.10 g1.A8 11.18 62.62 0.00 2.75 3.10 66.12 E.6.12 38.11 15.06 17.81 18.16 56.67 56.67 30 57.91 0.00 1.98 2.32 10.60 A0.60 62.31 0.00 1.98 2.32 65.00 E.5.00 18.06 B.2A 10.22 10.56 g6.99 48.99 4 BACKWATER PROGRAM FOR FOUND/ARCH CULVERTS ENTER: NUMBER OF CULVERTS 1 ------------------------------------------------------------------------------- OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE S 2) ENTER: TW-ELEV 219.8 ----------------------------------------------------------------------------- ROUND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 1 - CONC/SMOOTH BORE (n=0.012) 5 - CMP ARCH(NEW GEOMETRY) 2 - CORRUGATED METAL C ri=0 . i 24) 6 - CONC/SMOOTH ARCH COLD) 3 - HELICAL CMP (n- f ac varies) 7 - CONC/ SMOOTH ARCH (NEW) 4 - CMP ARCH COLD GEOMETRY) 8 - FOUND(user sets n-fay_) ARCH PIPE i:ODING - EQUIVALENT FOUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-DIAM. OLD -ARCH NEW -ARCH :#: EQUIV-DIAM. OLD -ARCH NEW -ARCH 15" 18"X 11" 17"X 13" 4 " 50"X 31" 49"X 33'' 18" 22"X 13" 21"X 13" :#: 4B" 58"X 36" 57"X 38" 2111 25"X 16„ 24„ X 18„ :#: 54" 65„X 40" 64„X 43'' 2411 2 9"X 18" 28"X 20" :#: 60" 72"X 44" 71"X 47" 3011 36"X .: 2" 35"X 2 " :#: 66" 79"X 49" 77"X 52'i 3611 43'' X 27'' 4' '' X 29 7211 85"X 54" 83" X 57" INLET TYPE CODING: 1 - CMP/PFOJ. 4 - CP SOi=KET/PFOJ. 7 - CHAP/PFOJ. 10 - OTHER(SEE 2 - CMP/HDWALL 5 - CP SQ.EDGE/HDWALL 8 - i:MAP/HDWALL FHWA REPORT 3 - CMP/MITER: 6 - CP SOCKET/HDWALL 9 - CMAP/MITER HDS NO. 5 ) ENTER: PIPE # 1: LENGTH(ft), DIA(in), PIPE -TYPE, OUTLET-IE, INLET-IE, INLET -TYPE ? 235, 36, t, 216 . 8, '218. 1 , 2 INFLOW CONDITIONS - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER:: OVERFLOW-ELEV, OVERFLOW -TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 230, c i 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S --- SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3) SPECIFY AN UPSTREAM CHANNEL WIDTH(ft) FOR: COMPUTING A=HW*WIDTH 6 ENTER: QMIN, QMAX, DINCRE, PRINT -OPTION (STANDAR:D=1, CONDENSED=2, EXPANDED=3) 5, 1f_0, 5, 1 PIPE NO. 1: 235 LF - 36"CMP C .55I OUTLET: 216.80 INLET: 218.10 INTYP: Q(CFS) HW(FT) HW ELEV. :# N-FAC DC DN TW DO DE HWO HWI 5.00 1.80 219.90 .024 .71 .88 3.00 3.00 1.77 1.80 .94 10.00 2.01 220.11 :#: .024 1.01 1.27 3.00 3.00 1.92 2.01 1.36 15.00 2.29 220.39 .024 1.24 1.61 3.00 3.00 2.13 2.29 1.71 20.00 2.63 220.73 #: .024 1.44 1.93 3.00 3.00 2.40 2.63 2.02 25.00 0 3.03 221.13 :$• .024 1.62 2.29 3.00 3.00 2.74 3.03 2.32 30.00 3.71 221.81 #• .024 24 1.78 3.00 3.00 3.00 3.32 3.71 2.62 35.00 4.45 222.55 #• .024 1.93 3.00 3.00 3.00 3.91 4.45 2.91 40.00 5.30 223.40 4 2.06 3.00 3.00 3.00 4.58 5.30 3.20 45.00 6.27 224.37 .024 2.19 3.00 3.00 3.00 5.35 6. 273. 54 50. 0) J _ � 35 7. �J 25 c �iJ. 4J :#: . 0�4 - n �. ,_,1 n .:r. I_)U n �:,. tad) n �. Ot) 6. ��) nr 7..:�J n �. 94 55.00 8.54 226.64 #• .024 2.41 3.00 3.00 3.00 7.15 8.54 4.34 60.00 9.84 227.94 :#: .024 2.51 3.00 3.00 3.00 8.18 9.84 4.77 65.00 0 1 1.2E 229.36 :#: .024 2.59 3.00 3.00 3.00 9.31 11.26 5.25 70.00 00 12.80 230.90 :#: .024 2.66 3.00 3.00 3.00 10.52 12.80 5.76 75.00 14.44 232.54 :#: .024 2.72 3.00 3.00 3.00 1 1. B3 14.44 6.32 80.00 16.20 234.30 :#: .024 2.78 3.00 i0 3.00 3.00 13.22 16.20 6.90 85.00 18.07 236.17 :# .024 2. B'2 3.00 0 3.00 3.00 0 14.71 18.07 7.53 90.00 20.06 238.16 :# .024 2.85 3.00 3.00 3.00 16.28 20.06 8.20 95.00 22.15 240.25 #• .024 2.88 3.00 3.00 3.00 17.95 22.15 8.90 100.00 24.36 242.46 #• .024 2.90 3.00 3.00 3.00 19.71 24.36 9.64 SPEi=IFY: N - NEWJOB, F - FILE, S - STOP N BACKWATER PROGRAM FOR ROUND/ARCH CULVERTS ENTER: NUMBER OF CULVERTS 1 ----------------------------------------------------------------- OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE S :') ENTER: TW-ELEV 219.8 -------------------------------------------- FOUND/AR H PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 1 - C ONi=/SMOOTH BORE (n=0. 01'2 ) 2 - CORRUGATED METAL (n=0. 0'24 ) 3 - HELICAL C:MP (n-fay_ varies) 4 - F MP ARCH ( OLD GEOMETRY) ARCH PIPE CODING - EQUIVALENT ROUND EQU I V-D I AM . OLD -ARCH NEW -ARCH 15" 18"X 11" 17"X 13" 18" 22"X 13" 21"X 13" 21" 25"X 16" 24"X 18" 24'' 29'' X 18'' 8" X 'it_)'' 3011 36"X 22" 35"X 24" 36" 43" X 27'' 42'X 29'' INLET TYPE CODING: 1 - C:MP/PROJ. 2 - GMP/HDWALL 3 - CMP/MITER 5 - i=MP ARCH (NEW GEOMETRY) 6 - i_ ONi= /SMOOTH ARCH (OLD) 7 - i_ ONi /SMOOTH ARCH (NEW) 8 - FOUND ( user sets n- f ac ) SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQU I V-D I AM . OLD -ARCH NEW -ARCH 42" 50" X 31 " 49"X 33" #: 48" 58"X 36" 57"X 38'' : 54" 65" X 40" 64"X 43'' 6()" 72"X 44'' 71'X 47'' 66" 79" X 49" 77" X 52" #• 72" 85"X 54" 83"X 57'' 4 - C:P SOCKET/PROJ. 7 - C:MAP/PFOJ. 10 - OTHER (SEE 5 - i=P SO. EDGE/HDWALL 8 - i_MAP/HDWALL FHWA REPORT 6 - GP SOCKET/HDWALL 9 - i_MAP/MITER HDS NO.5) ENTER PIPE # 1: LENGTH(ft), DIA(in), PIPE -TYPE, OUTLET-IE, INLET-IE, INLET -TYPE 220, 30, 2, '217. 18, '225. 48, '2 Z INFLOW i:ONDITIONS - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER:: OVERFLOW-ELEV, OVERFLOW-TYPE(NONE=O, BROAD-WEIR:=1, SHARP-WEIR=2) 230, 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3) SPEC'IFY AN UPSTREAM CHANNEL WIDTH(ft) FOR COMPUTING A=HW*WIDTH 6 ENTER: QMIN, QMAX, QINCRE, PRINT -OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) 5, 100, 5, 1 -, PIPE NO. 1: 220 LF - 30"CMP @ 3.77% OUTLET: 217.18 INLET: 225.48 INTYP: _ Q(CFS) HW(FT) HW ELEV. #: N-FAC DC DN TW DO DE HWO HWI 5.00 .95 226.43 :#: .024 .74 .58 2.62 2.6 .74 :#::#:$::$::#: .95 10.00 1.42 226.90 .024 1.06 .82 2.62 2.62 1.06 1.42 15.00 1.82 227.30 .024 1.31 1.02 2.62 2.62 1.31 1.82 20.00 2.20 227.68 :#• .024 1.52 1.20 2.62 2.62 1.52 2.20 25.00 2.58 228.06 #: .024 1.71 1.37 2.62 2.62 1.71 2.58 30.00 3.00 228.48 :#• .024 1.87 1.54 2.62 2.62 1.87 :$: #::$::#::# )c l 3.00 35.00 3.55 229.03 :$: .024 2.01 1.71 2.62 2.62 2.01 3.55 40.00 4.13 229.61 .024 2.13 1.91 2.62 2.62 2.13 4.13 45.00 5.27 230.75 #• .024 2.23 2.17 2.62 2.62 3.35 5.27 4.82 50.00 7.86 233.34 :#: .024 2.30 2.50 2.62 2.62 5.46 7.86 5.59 55.00 10.72 236.20 .024 2.36 2.50 2.62 2.62 7.80 10.72 6.42 60.00 13.84 239.32 #: .024 2.40 2.50 2.63 2.62 10.37 13.84 7.33 65.00 0 17.23 242.71 #• .024 2.43 2.50 2.62 2.62 13.15 17.23 8.32 70.00 20.90 246.38 :#: .024 2.45 2.50 2.62 2.62 16.16 20.90 9.38 75.00 24.83 250.31 #• .024 2.46 2.50 2.62 2.62 19.39 24.83 10.5 90.00 29.04 254.52 :# .024 2.47 2.50 2.62 2.62 22.85 29.04 11.74. 85.00 33.51 258.99 :#• .024 2.48 2.50 2.62 2.62 26.52 33.51 13.04 90.00 38.26 263.74 :#• .024 2.48 2.50 2.62 2.62 30.42 38.26 14.42 95.00 43.29 268.76 #: .024 2.49 2.50 2.62 2.62 34.55 43.28 15.87 100.00 48.57 274.05 :#• .024 2.49 2.50 2.62 2.62 38.89 48.57 17.40 SPECIFY: N - NEWJOB, F - FILE, S - STOP _j AFS'7 � ZXIp41s fq42,4 2;�Je z64- - 23 Z - S ZZG ZL¢ - zzz 5Q A40 I i3y L3 n M, 2Zb 2Z4 Z2?� zu 21 150 /to PROD: WEST CAMPUS PLAZA W.O.#: F40139 FILE: WCPEXIST.WK1 DATE: 25 MAR 91 STAGE -STORAGE -DISCHARGE OF EXISTING DETENTION POND (RID #91) ELEVATION AREA AREA INCREMENT INCREMENT CUMUL DISCHARGE DISCHARGE TOTAL DEPTH VOLUME VOLUME 369 CMP 300 CMP DISCHARGE ------------------------------------------------------------------------------------------------- SA IN SA FT FT CU FT CU FT CFS CFS CFS ------------------------------------------------------------------------------------------------- 218.1 0 0 0 0 0 0.0 0.0 0.0 220.0 2.90 7250 1.9 6BBB 68BB 7.5 0.0 7.5 222.0 9.85 24625 2.0 31B75 38763 31.5 0.0 31.5 224.0 11.70 29250 2.0 53875 92638 43.4 0.0 43.4 226.0 13.50 33750 2.0 63000 15563E 52.2 2.5 54.7 228.0 16.14 40350 2.0 74100 22973E 60.2 24.4 84.6 230.0 25.88 64700 2.0 105050 334789 67.0 42.3 109.3 232.0 45.59 113975 2.0 178675 513463 73.3 40.1 121.4 234.0 66.23 165575 2.0 279550 793013 79.0 51.5 130.5 236.0 88.20 220500 2.0 306075 11790BS 84.2 54.6 13B.B NOTES: 1. AREAS BY PLANIMETER OFF EXISTING, TOPOGRAPHY 2. INVERT 36' CMP 218.10; 235 LF @ 0.55% 3. INVERT 30' CMP 225.48; 220 LF @3.77Z 4. EXISTING FLOW CONTROL ASSUMED REMOVED, CULVERT DISCHARGES FROM BACKWATER PROGRAM 5. DESIGN POND VOLUME 111,000 CU FT @ ELEV 224.1; 95,78E CU FT @ 224.1; 111,000 CU FT @ 224.59 IJ SERVOIR ROUTING INFLOW/OUTFLOW ROUTINE -�ECIFY E03 Epath]filename[.ext] OF ROOTING DATA 2P_P3D.DAT DISPLAY ROUTING DATA (Y or N)? OTING DATA: AGE (FT) [ .00 .50 | 1.50 2.00 2.50 ] 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 DISCHARGE(CFS) .00 .47 .87 .82 .94 1.06 1.16 1.25 1.24 1.42 1.49 1.57 1.64 1.70 1.77 7.45 9. 84 11.69 15.25 24.9E 45.10 STORAGE(CU-FT) 28349.0 56698.0 87494.0 118290.0 151534.0 184778.0 220469.0 256160.0 294299.0 332433.0 373024.0 422008.0 48027G.0 538545.0 601158.0 663773.0 780758.0 757702.0 869016.0 94082B.0 AVERAGE PERM -RATE: .0 MINUTES/INCH PERM-AREA(SO-FT) .0 ,0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ,0 .0 .0 .0 NTER E03Epath3filename[.ext] OF COMPUTED HYDROGRARH: E#87R3,IN � +d -5 J��' �� zap �6=� 2yJ \ %3�M ;S F 1197 i-_:c, &=,72J , _/RUTED ROUTING -DATA HAS BEEN EXTRAPOLATED. TMFLOWZOUTFLOW ANALYSIS: A PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 70.02 46.26 1620277 ) INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 240.00 25.17 250.03 w PEAK STORAGE: 944450 CO -FT ENTER Ed:3Epath]filename[.ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: �a87RS.OUT SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE 160 10 /Q. 02 00 . 00 .17 . (_)i) 3 . (') 50 . 16 I .67 .50 .83 .'81 1.00 1.31 I1.17 1.69 1.33 2.01 1. 50 2.30 1.67 2.68 1.83 3.16 2.(--)c_) 3.56 i. 17 3. e5 .33 2.50 4.25 2. n 5 ' 'T 3.00 5.46 3.17 5.75 3.33 6.02 I 3.50 6.26 3.67 6.71 3,83 7,31 4.00 7. B i_) 4.17 8.16 4.33 e.44 4.50 8.70 4.67 9.29 4.83 10. 11 -1 5.00 10.72 yl 5.17 11. 18 5.33 1.1.53 -� 5.50 11.B3 5: 67 12.55 5. 83 13.55 E. 00 14.28 _J G. 17 14.75 j G. 33 15.13 6.50 15.45 6.67 17.17 6. B3 19.93 7. (--)0 21.73 7. 17 24. 58 7.33 228. 40 7.50 37.45 7. 67 7. 8"'' 70. (]2 B.Oo 5 B. 17 46.13 8. 3 3 37. (:)4 8. 5o 32. 53 8. 67 28. 38 8.83 23.86 `J 9. 17 20.08 9.33 19.48 P 9.5 (_) 1-J. 18 . i 9.67 19.03 9.83 18.98 10.00 18. 'D6 10.17 18. '99 10.33 19.03 1().5o 19.OB 1().67 18.36 IvIC.SwM AISPF FAOM / !', 64-/G L% / 1 P % ��,..�n , oVE-12yc4oxj J AV.o� LI.LJ 11.00 1E.45 11.17 16.14 11.33 1E.01 11.50 15.95 11.67 15.92 11.83 15.92 12.00 15.95 12.17 15.96 12.33 15.99 12.50 1E.02! 12.67 15.321 12.e3 14.12) 13.00 13.451 13.17 13.141 13.33 12.99 13.50 12.92 13.67 12.BB 13.63 12.86 14.00 12.87 14.17 12.86 14.33 12.88 14.50 12.90; 14.e7 12.561 14.83 11.99 I15.00 11.66 15.17 11.53 15.33 11.4E 15.50 11.43 15.67 11.42 15.63 11.41 116.00 11.42 116.17 11.42 16.33 11.43 1E.50 11.44 16.67 10.96 -iG.Ge 10.15 17.00 9.66 117.17 9.44 .]17.33 9.33 17.50 9.27 17.e7 9.24 17.83 9.23 IS.00 9.21 119.17 9.22 ]1S.33 9.23 -�18.50 9.24 1S.E7 9.24 '1B.SS 9.24 119.00 9.26 19.17 9.2E 19.33 9.27 19.50 �19.E7 9.27 9.27 .is.BB 9.27 20.00 9.28 20.17 9.28 20.33 9.28 00.50 9.2B A 20.67 9.29 20.83 9.31 n21.00 9.31 �2 e.eS =.0 GE.1 22.17 65.3 22.33 E4.5 ��zz 22.50 64.0 22.67 62.8 22.83 61.9 23.00 60.7 23.17 59.3 23.33 58.4 23.50 57.2 23.67 56.0 23.BS 55.4 24.00 52.9 24.17 49.7 24.33 47.2 24.50 4E.6 24.67 46.6 24.83 47.0 25.00 47.4 25.17 46.9 25.33 45.4 25.50 44.0 25.67 42.0 25.83 40.1 2E.00 38.3 26.17 33.0 26.33 28.0 2e.50 22.0 �Z �C ,]21.17 9.32 21.33 9.32 21.50 9.32 2i_67 q_29 500 10 46. 26 00 .00 .17 .0 i .33 . Cdo .50 . 00 . 67 .00 .83 .01 1.00 .0 1.17 .04 1.33 .05 1.50 .08 1.67 .10 1.83 .13 2.00 .16 2.17 .19 2.33 ��3 • i�J 2.50 .27 2.67 .31 2.83 36 3.00 .40 3.17 .46 n•3 JJam3 / .49 3.50 .51 3.67 .54 3.83 .56 4.00 .59 4.17 .62 4.33 .66 4.50 .68 -J 4.67 .71 4.83 .73 .76 �15.c_0 5.17 .79 . JJ JC 33 .82 5.50 . B5 5: 67 .87 5.83 .90 6.00 .93 6.17 . 96 6.33 .99 6.50 1.02 1.06 J6.67 6.83 1.09 7.00 1.12 7.17 1.16 7.33 1.20 7.50 1.25 7.67 1.32 7.83 1.40 8.00 1.48 8.17 1.54 8.33 1.58 8.50 1.61 8.67 1.63 9.83 1.65 9.00 1.66 9.17 1.67 9.33 1.69 9.50 1.70 9.67 1.71 9.83 1.72 ou 7 J10. ()0 1.73 10.17 1.75 10.33 1.76 10.50 1.80 In 07 0 7n Io.MIZ, Is.liv 21.uu y.bl ` 32.B3 43.8�� I^/Z ��^�� 'l11.00 4.20 22.00 10.14' 33.00 7.75 44.00 1.72 55^00 111.17 4^84 22.17 11.05 33,17 7.58 44.17 1.72 55^17 11^33 5^44 22.33 11.90 33.33 7.35 44,33 1.72 55^33 11^50 6^00 22.50 12.62 33.50 6.96 44.50 1.72 55^50 11.67 6.52 22.67 13.78 33,67 6.59 44.67 1.72 55.67 11^83 7^02 22.83 18.34 33,83 6.24 44.83 1.72 55^B3 12^00 7^47 23.00 22.37 34,00 5.91 45.00 1.71 56^00 12^17 7^66 23.17 26.53| 34,17 5.60� 45.17 1.71 56^17 12^33 7^85 23.33 / 31.5B 34,33 . 5,30 45.33 1.71 56^33 12^50 8^03 23.50 35.68 34,50 5,02 45.50 1.71 56^50 12.67 S. 23.67 38.95 i 34,67 4,75 45.67 1.71 56^67 12.83 8.35 23.B3 41.56 34,83 4,50 45.B3 1.71 56.83 13.00 8.48 24.00 43.52 35,00 4,26 46.00 1.71 57.00 13.17 e.59 24.17 44.73 35,17 4.04 46.17 1.71 57.17 13.33 8.69 24.33 45.31 35,33 3.B2 46.33 1.71 57.33 13.50 8.78 24.50 45.56 35,50 3.62 46.50 1.70 57^50 13.67 8.88 24.67 45.72 35,67 3.43 46.67 1.70 57^67 13^83 8^97 24.83 45.89 35.83 3.25 46.B3 1.70 57^83 '14^00 9^06 25.00 46.09 36.00 3.07 47.00 1.70 58^00 14^17 9~14 25.17 46.26 36.17 2.91 47~17 1.70 58^17 -114^33 9^23 25.33 4G.24 36.33 2.76 47.33 1.70 58^33 � �14^50 9^31 25.50 46.00 36.50 2.61 47.50 1.70 58^50 14^67 9^39 25.67 45.53 36.67 2.47 47.67 1.70 58^67 14^83 9^45 25.83 44.B3 ! 36~83 2.34 47.83 1.69 58^83 15.00 ^ 9 51 ^ ^ 2G 00 ^ i 43 95' ^ 37 00 2 22 ^ ^ 48 00 ^ 1 69 59 00 ^ 15.17 9^55 26.17 42.66 37.17 2.10 4B.17 1.G9 59.17 15^33 9^60 26.33 40.76i 37^ 33 1.99 43.33 1.G� 59^33 15^50 9^64 26.50 | 38.30 ' 37.50 1.88 48.50 1.69 59^50 '15^67 9^68 26.67 34.03 37.67 1.78 4B.67 1.69 59^67 15^B3 9^72 26.B3 28.72 37~83 1.77 4B.83 1.G9 59^83 '16^00 9^76 27.00 24.52 38,00 1,77 49.00 1.69 60^00 j1G^17 9^B0 27.17 22.22 38,17 1.77 49.17 1.69 60^17 16^33 9^83 27.33 20.13 38,33 1.77 49.33 1.G9 60.33 '16^50 9^86 27.50 18.24 38,50 1.76 49.50 1.68 60.50 16,67 9^B8 27.67 16.53 38,67 1.7E 49.67 1.68 60.67 1E~63 9^89 27.83 14.98 38,83 1.7E 49.83 1.6B 60^83 .17^00 9^89 28.00 13.57 39,00 1~76 50.00 1.68 61^00 17^17 ;^B9 2B.17 13.11 39,17 1.7E 50.17 1.68 61.17 J17^33 9^8B 28.33 12.93 39,33 1.76 50.33 1.68 61^33 17^50 9^B7 28.50 12.75 39,50 1,76 50.50 1.68 61~50 '17.67 9.B6 2B.67 12.57 39,67 1.75 50.67 1.GB 61.67 9.B5 28.83 12.40 39,83 1.75 50.B3 1.6B 61.83 _j17.B3 18^00 9^94 29.00 12.22 . 40,00 1.75 51.00 1.GB 62.00 `1B^17 9^B3 29.17 12.05 40,17 1.75 / 51.17 1.67 62.17 118^33 9^81 29.33 11.89 40,33 1.75 51.33 1.67 62.33 -^16.50 9.B0 29.50 11.72 40,50 1.75 51.50 1.67 62~50 9^79 29.67 11.54 40,G7 1.75 51.67 1.E7 62.67 .1B^G7 1B^B3 9^77 29.B3 11.35 40,83 1.75 51.83 1.E7 62.83 -�19^00 9^76 30.00 11.16 41,00 1.74 52.00 1.67 E3.00 19^17 9^75 30.17 10.98 41,17 1.74 52.17 1.67 63.17 `19^33 9^74 30.33 10.80 41.33 1.74 52.33 1.67 63.33 19^50 9^73 30.50 10.62 41,50 1.74 j 52.50 1.67 63.50 19^67 9^72 30.67 10.44 41,67 � 1.74 52.67 1.66 63.67 19^83 9^71 30.83 10.27 41,83 1.74 52.83 1.66 63.83 20^00 9^70 31.00 10.10 42,00 1.74 53.00 1.66 64.00 ^^20^17 9^69 31.17 9.94 42,17 1,74 53.17 1.66 64.17 20^33 9^68 31.33 9.75 42,33 1,73 53.33 1.66 64.33 20^50 9^67 31.50 9.53 42,50 1,73 53.50 1.66 64.50 ^�20^67 9^66 31.67 9.31 42,67 1,73 53.67 1.66 64.67 20^83 9^65 31.83 9.10 42,83 1,73 53.83 1.66 64^83 21^00 9^65 32.00 8.89 43,00 1,73 54.00 1.66 65.00 21^17 9^64 32.17 B.69 43,17 1,73 54.17 1.66 65.17 21^33 9^63 32.33 8.50 43.33 1.73 54.33 1.65 65^33 21~50 9^62 32.50 8.30 43.50 1.73 ! 54.50 1.65 65^50 01 0-7 Q 00 | _~'_ , 4.) . -. / -. ,-, 4 c�. i a =. r- - 7 AdD O W L ALAS KA w.o. # ENGINEERS T E B T L A B COMPUTATIONS F4o(3 Project Name Client Name WE 7 [%Ln/ SCCu 2 rT�Cs Sheet 2 of 2 LIA7HPus PLA24 Prepared bye D to Checked by: Date ale/ 5:-_-1-1EM,47IG OF F,eoH Pvc>aoskm 41V_0 A41-17�/C,C �44E. 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R 6' FIR AR CL9 FIR8' FIR 6' FIR r *10•2- FIR + 6" FIR + 6" FIR L2 FIR ' �If� FIR 8i+F + 10'Fl 'FlR �CL3Fl` C R 8" FIR9 FIR/ * 8" t1R 8 FIR _ 12881�c c,R + 6- FIR�`� 8- FIR O \ 8Z O 8" MR *12'FIR 8' MR 9' 12' FIR f \ 12" FIR2 15' Fl 8� 0" FIR \� 2j4 10' FIR 10" MAD 1 FIR* * 10' FIR\ 12 ALD 14" FX + Fl * 0- RR + 6" MR \ *1 Fl1 I FIR \ yc R ND 1 ALD 0" MR* CL MAD CL8 FIR 14 Fl ' FIR� FIR FT\ 9" R � 8' FIR8' FIR R 8- FIR 10" M 2- Fl \ 12' FIR Fl 10* FIR 12 R *9• FIR 1 \ A x 7' 1 FIR 13 Fl FIR N Ov ' ALD 20 ALD 12' 1314 7' R lI ^CL6 11 j 1 EM D HEM cn ► 0Z 0 z� zn 0 Q z Dn QX mm N z mmmLUU a NNN II 3 PNCWn100))C I Wi00�Ai 5p 0) CD cD - 2 z 2 3 C -9 O v 0000- N u -Vm Z 14 r' N Z cn _ 42' D n c cn c N N c0 N to z I' 1"=50' D v 0 w 0 I c I u� \ p WW�N� I W �< Pcpco co :..N fm�1 m'' 0 2 2 2 00 II N X c'D CD 42' ; 0 _ _ N vv U O I � J mg N mmmAN N mNNO II II II �0 mD fTID Z v o OD (D N �1 � � O 0 Q mDVT.-0OZ0r-W00-I0-100-1z N ZZ 0 0mi () �l-Ir-I� aJ2 VN()(n c)-I �Z c� �Z �lcn � f*Ri �O 9). 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