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Agenda 02/26/2008 Item # 7A Agenda Item No. 7 A February 26, 2008 Page 1 of 214 EXECUTIVE SUMMARY CU-2007-AR-11977: Big Corkscrew Island Fire Control Rescue District, represented by Robert L. Duane, AICP, of Hole Montes, Inc., is requesting a conditional use in the Estates (E) zoning district pursuant to Section 2.01.03.G.l.e. and Section 10.08.00 of the Collier County Land Development Code to allow a Safety Service Facility that will be a Fire Station and Administration Building not to exceed 17,642 square feet. The subject property, consisting of 6.5 acres is located in the northeast corner of Desoto Boulevard North and the proposed 22nd Avenue N.E., in Golden Gate Estates Unit 72, Section 28, Township 48 South, Range 28 East, Collier County, Florida OBJECTIVE: Staff is requesting that the Board of Zoning Appeals (BZA) review staffs findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) regarding the above referenced Conditional Use (CU) petition and render a decision regarding the petition. CONSIDERATIONS: The petitioner seeks Conditional Use approval to allow for a Safety Service Facility that will be a Fire Station and Administration Building not to exceed 17,642 square feet in the Estates (E) zoning district on a 6.5ci acre site. The Fire Station will be approximately 10,732 square feet and will include three vehicle bays, 12 sleeping bunks, living quarters and offices. The attached Administration Building will be approximately 6,910 square feet and will include offices, meeting and conference rooms. To the rear of the site and behind the preserve area is a 30-foot maximum height fire protection water storage tame The Master Site Plan depicts the fire station/administration building, fire protection water storage tank:, parking areas, IS-foot wide landscape buffers along the north and west property boundaries, 10-foot wide landscape buffers along the south and east property boundaries and 1.82 acres of proposed wetland preserve areas. The Master Site Plan also indicates that a six-foot high wall will be provided along the north property line extending from Desoto Boulevard to the preserve edge. Site access as depicted on the Master Site Plan is from 22nd A venue NE. An egress point for emergency vehicles only from the site to Desoto Boulevard is also depicted. Currently, 22nd Avenue NE has not been constructed east of Desoto Boulevard. The petition is consistent with the Land Development Code (LDC). If approved, the proposed use should have minimal impact on neighboring properties in relation to glare, economic or odor effects. Staff is of the opinion that the Fire Station and Administration Building will have impact associated with noise; however, the proposed buffer wall and landscaping should offset some of that impact. The Traffic Impact Statement indicates that approximately 16 PM peak hour trips, which is not a significant impact on the surrounding roadway network. ~".". As described in the attached staff report, staff has determined that the proposed Fire Station and Administration Building is compatible with the surrounding area, The Fire Station and Page 1 of 4 ,-~-- -"'~ ,., Agenda Item No. 7A February 26. 2008 Page 2 of 214 Administration Building is two-stories, which is compatible with the surrounding one and two story residential development. To the north, is a vacant lot. The proposed Fire Station and Administration Building is separated from future residential development on this adjacent lot by a proposed 6-foot high waU and a proposed preserve area. To the east of the site is agricultural land, which is separated from the Fire Station and Administration Building site by the proposed preserve. Along the southern property boundary, is nnd Avenue NE, then a vacant lot with an Estates zoning designation. To the west of the site is Desoto Boulevard, then two developed single-family residential lots. FISCAL IMPACT: The Conditional Use, by and of itself, will have no fiscal impact on Collier County. There is no guarantee that the project, at build out, wiU maximize its authorized level of development. However, if the Conditional Use is approved, a portion of the existing land will be developed and the new development will result in an impact on Collier County public facilities. The County collects impact fees prior to the issuance of building permits to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element of the Growth Management Plan as needed to maintain adopted Level of Service (LOS) for public facilities. Additionally, in order to meet the requirements of concurrency management, the developer of every local development order approved by CoUier County is required to pay 50 percent of the estimated Transportation Impact Fees associated with the project. Other fees coUected prior to issuance of a building permit include building permit review fees. Please note that the inclusion of impact fees collected is for informational purposes only; it is not included in the criteria used by Staff and the Planning Commission to analyze this petition, GROWTH MANAGEMENT (GMP) CONSISTENCY: The Comprehensive Planning Department has reviewed the proposed Conditional Use and found it to be consistent with the Golden Gate Area Master Plan and the Future Land Use Element (FLUE) of the Collier County Growth Management Plan. The subject property is designated Estates, as identified on the Future Land Use Map of the Growth Management Plan. The Golden Gate Area Master Plan identifies "Essential Services Conditional Uses" such as public safety service facilities and other similar facilities as those identified in LDC Section 2.01.03. G.1.e. These facilities are allowed anywhere within the Estates zoning district subject to a Conditional Use approval. AFFORDABLE HOUSING IMPACT: This request contains no provision to address the affordable housing demands that it may create. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC did not review this petition because no Environmental Impact Statement (EIS) was required for this project because the site is less than 10 acres. In addition, the EAC did not -. review this petition because the proposed Fire Station/Administration Building is not a restricted use in the ST/W-4 Overlay. Page 2 of 4 Agenda Item NO.7 A February 26, 2008 Page 3 of 214 COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: This petition was heard by the CCPC at the November 15, 2007 CCPC meeting. The Commission motioned to forward Petition CU-2007-AR-11977 to the Board of Zoning Appeals (BZA) with a recommendation of approval with conditions. The motion passed unanimously 9- O. An inquiry from the CCPC chairperson was made of Staff as to whether or not this petition should go to the EAC because this site is located in a Special Treatment (ST) area. In addition, a question was raised as to whether or not a waiver could be granted to this project. Staff s position is that this well field overlay property does not fall under the ST criteria for a waiver. In addition, Staff can not grant an administrative waiver to this project if it is deemed to have a ST Overlay. The ST Section of the LDC does not allow Staff to do so. While Environmental Staff can not grant a waiver to the EAC hearing for technical reasons, the CDES Administrator stated for the record that he would waive the ElS since the well field sites would not be adversely impacted by the proposed fire station. Furthermore, the Zoning Director is in agreement with Environmental Staff and has made an interpretation that this project does not require a waiver, an EIS, or to go before the EAe. Consequently, the CCPC directed that an LDC amendment in the form of a scrivener's error be made to correct the Zoning Maps by removing the ST Overlay from the well field designations. The CCPC chairman motioned that this be bought forth as an LDC Amendment as soon as possible, subject to advertising time frames. Commissioner Murray seconded and the CCPC voted unanimously to approve. The applicant gave a brief presentation of the project to the CCPe. The staff principal planner followed by giving statements of GMP consistency and Staff Recommendations of Approval which address minimizing glare from site lighting. The CCPC agreed with the Staff Recommendations of Approval for this petition and also recommended approval ofthis petition. LEGAL CONSIDERATIONS: Before you is a recommendation by the Planning Commission for approval of a conditional use authorizing a Fire Station and Administration Building in the Estates zoning district. A conditional use is a use that is permitted in a particular zoning district subject to certain restrictions. Decisions regarding conditional uses are quasi-judicial, and all testimony given must be under oath. The attached report and recommendations of the Planning Commission are advisory only and are not binding on you. The Petitioner has the burden of demonstrating that the necessary requirements have been met, and you may question Petitioner, or staff, to satisfY yourself that the necessary criteria has been satisfied. In addition to meeting the necessary criteria, you may place such conditions and safeguards as you deem appropriate to allow the use, provided that there is competent, substantial evidence that these additional conditions and safeguards are necessary to promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, or the general welfare of the neighborhood. As a further condition of approval of the conditional use, you may require that suitable areas for streets, public rights-of- way, schools, parks, and other public facilities be set aside, improved, and/or dedicated for Page 3 of 4 Agenda Item No. 7A February 26, 2008 Page 4 of 214 public use, subject to appropriate impact fee credits. Approval or denial of the Petition is by Resolution, with approval of the conditional use requiring four affirmative votes of the Board. RECOMMENDA nON: Staff recommends that the BZA approve Petition CU-2007-AR-1 1977 subject to the following conditions: 1. The Conditional Use is limited to what is shown on the Master Site Plan, identified as "Conditional Use Master Site Plan," prepared by Hole Montes, Inc., dated January, 2007. The site plan noted is conceptual in nature for conditional use approval. The final design must be in compliance with all applicable federal, state and county laws and regulations. The Department of Zoning and Land Development Review Director may approve minor changes in the location, siting, or height of buildings, structures, and improvements authorized by this conditional use, so long as these minor changes remain consistent with all applicable development standards. 2. Expansion of the uses identified and approved within this conditional use approval, or major changes to the approved plan, shall require the submittal of a new conditional use application, and shall comply with all applicable County ordinances in effect at the time of submittal, including Chapter 10.02.03, Site Development Plan (SDP) review and approval, of the Collier County Land Development Code, Ordinance 04-41, as amended. 3. If a streetlight or an area light is required, it shall be of the type specified to protect neighboring properti es from direct glare. Area lighting shall be shielded such that direct rays do not pass property lines. Low-pressure sodium lamps are encouraged while halogen type lights are discouraged. a. Where required, the street lamp shall be of the high pressure sodium type and have a "cobra head with flat bottom" style or be fully shielded so that light is directed only downward. Street lamps shall be mounted on a wood pole at a height and wattage recommended by the appropriate electric utility and as appropriate for a rural area. b. Parking lot lamps shall be low-pressure sodium type lamps and shall be mounted so that they point downward without direct rays extending past the parking lot, building entrance, walkway, or other area intended to be illuminated. Subsequent to the CCPC hearing, Transportation Staff requested clarification of the dedication of the right-of-way along Desoto Boulevard and nnd Avenue N.E.. The petitioner has agreed to a fourth condition: 4. Along Desoto Boulevard and nnd Avenue N.E., 30 feet of right-of-way shall be dedicated to Collier County, at no cost, in exchange for relieving the Big Corkscrew Fire District oftum lane requirements along Desoto Boulevard and nnd Avenue N.E. PREPARED BY: .--- Nancy Gundlach, AICP, Principal Planner Department of Zoning & Land Development Review Page 4 of 4 Page I of2 Agenda Item No. 7A February 26, 2008 Page 5 of 214 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS Item Number: 7A Item Summary: This Item requires that all participants be sworn In and ex parte disclosure be provided by Commission members. CU-2007-AR-11977 Big Corkscrew Island Fife Control Rescue District, represented by Robert L Duane, AICP, of Hole Montes, Inc., requesting a Conditional Use allowed in the Estates (E) zoning dlstnct pursuant to Table 2, Section 2.04.03 of the Land Development Code (LDC). The 6.5 acre (E) zoned site is proposed for a Fire Station not to exceed 17,642 square feet. The subject site is located on 6.5 acres in the north east corner of Desoto Boulevard North and the proposed 22nd Avenue N.E., Golden Gate Estates Unit 72 Section 28, Township 48 South, Range 28 East, Collier County, FlOrida Meeting Date: 2/26/2008 9:00:00 AM Prepared By Nancy Gundlach Principal Planner Date Community Development & Zoning & Land Development Review 12118/20078:35:16 AM Environmental Services Approved By Norm E. Feder, AICP Transportation Division Administrator Date Transportation Services Transportation Services Admin. 1/30/20081:18 PM Approved By Nick Casalanguida MPO Director Date Transportation Services Transportation Planning 1/30/20082:59 PM Approved By Jeff Klatzkow Assistant County Attorney Date County Attorney County Attorney Office 1/31/200811:54 AM Approved By Susan Murray, AICP Zoning & Land Development Director Date Community Development & Environmental Services Zoning & Land Development Review 1/31120083:11 PM Approved By Ray Bellows Chief Planner Date Community Development & Environmental Services Zoning & Land Development Review 1/31/20084:50 PM Approved By Judy Puig Operations Analyst Date - Community Development & Community Development & Environmental Services Environmental Services Admin. 211/200810:25 AM file://C:IAgendaTestIExportl 10 I-F ebruary%2026, %202008107. %20BOARD%200F%20Z0... 2/20/2008 '_....,-.,-~..--.-..--..- '--'-~--",' ..-.<-- n______ Page 20f2 Agenda Item NO.7 A February 26, 2008 Page 6 of 214 Approved By Community Development & Joseph K. Schmitt Environmental Services Adminstrator Date Community Development & Community Development & Environmental Services Environmental Services Admin. 2/5/20087:34 PM Approved By OMS Coordinator Applications Analyst Date Administrative Services Information Technology 2/13120087:48 AM Approved By Mark Isackson Budget Analyst Date County Manager's Office Office of Management & Budget 2/13/2008 10:40 AM Approved By James V. Mudd County Manager Date Board of County Commissioners County Manager's Ottice 2/131200812:09 PM file://C:\Agenda T est\Export\ 10 I-F ebruary%2026, %202008\07. %20BOARD%200F%20Z0... 2/20/2008 AG.~f-~~~ Page 7 of 214 ! Co1N:.... Cou.nty ____ ~L.. ~ _ STAFF REPORT COLLIER COUNTY PLANNING COMMISSION FROM: DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW COMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES DIVISION HEARING DATE: NOVEMBER 15, 2007 SUBJECT: CU-2007-AR-11977; BIG CORKSCREW FIRE CONTROL AND RESCUE r DISTRICT PROPERTY OWNER! AGENT: APPLICANT: Big Corkscrew Island AGENT: Mr. Robert 1. Duane, AICP. Fire Control Rescue District Hole Montes, Inc. 13240 Immokalee Road 950 Encore Way Naples, FL 34120 Naples,FL 34110 REOUESTED ACTION: The petitioner requests approval of a Conditional Use (CU) in the Estates (E) zoning district with a Special Treatment Overlay for well fields (ST/W-4), for a Safety Service Facility, pursuant to Section 2.01.03.G,1.e and Section 10.08,00 of the Collier County Land Development Code (LDC), as amended, on a 6.5 :!: acre site. GEOGRAPIllC LOCATION: The subject property is located at the northeastern corner of Desoto Boulevard North and 22nd Avenue N.E., Golden Gate Estates Unit 72, Section 28, Township 48 South, Range 28 East, Collier County, Florida. (See location map on the following page). PURPOSEI DESCRIPTION OF PROJECT: The petitioner seeks approval to allow for a 17,642-squ!lre foot Safety Service Facility that will be a Fire Station and Administration Building in the Estates (E) zoning district, on a 6.5::!: acre site. The fire station will be approximately 1O,732-square feet and will include three vehicle bays, 12 sleeping bunks, living quarters and offices. The attached administration building will be approximately 6,910- square feet and will include offices, meeting and conference rooms. To the rear of the site and behind the preserve area is a 30-foot maximum height fire protection water storage tank. The Master Site Plan CU-2007-AR-11977 November 15, 2007 Page I of 10 i I -." ^-"".,--,--~_..... -._- -".."- - "--.< ----,,---". ". Agenda Item No. 7A February 26, 2008 Page 8 of 214 (see Exhibit A) depicts the fire station/administration building, fire protection water storage tank, parking areas, IS-foot wide landscape buffers along the north and west property boundaries, and 10- foot wide landscape buffers along the south and east property boundaries. The Master Site Plan shows that there are approximately 1.82 acres of proposed wetland preserve areas located in the northern and eastem portion of this site which the proposed development is sited to avoid. The Master Site Plan also indicates that a six.foot high wall will be provided along the north propeliy line extending from Desoto Boulevard to the preserve edge. Site access as depicted on the Master Site Plan is from 22nd Avenue NE. An egress point for emergency vehicles only from the site to Desoto Boulevard iR also depicted. Currently, 22"d Avenue NE has no! been constructed east of Desoto Boulevard. SURROUNDING LAND USE & ZONING: NOlih: vacant lot with an Estates zoning designation. East: agricultural land with an Agricultural Mobile Home Overlay zoning designation. This land is the future site of a preserve area within the proposed Big Cypress Development of Regional Impact (DRI). South: 22"d Avenue NE, then a vacant lot with an Estates zoning designation. Boulevard, then two developed single-family residential lots in an Estates zoning Aerial Photo CU-2007-AR-11977 November 15. 2007 Page 2 of 10 <(00..,. I'-O~ --..0 C'\I ,,~ _ 0 ~Ol ~N a; >. Q) _~Ol Z -roro wQ ~2o.. 0 t:!( c.o :l: 0>0 Q) 0) 9 ",u. ::!: <( , I oCt a.. ! ~ <C - ~ I I (!) i I , . I , , , , , , - Z I , I - I I Z I 0 ~ I 'w~ 1)10$10 N ! , I I I ~ I w , . , ~ I , ~ , , , . ~ , . , . . " .... I ~ < " w CD , I, a N '" , . ~ ::l I W .... , . ~ ::l 0: . I <C I' . . , . , " - '" '" N )"'~IOI. JON / E- ::, '" .. z 0 i= ;:: W ll. bZ "' wQ H ~\( ~~ .rs -- 00 n ~g a.. <C ~ ~ . " ~ ii! 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Agenda Item No. 7A February 26, 2008 Page 11 of 214 ,,- GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: Future Land Use Element (FLUE): In a memo dated July 23, 2007 Comprehensive Planning staff reviewed this request and offers the following comments: The subject property is designated Estates (Estates-Mixed Use District, Residential Estates Subdistrict) on the Future Land Use Map (FLUM) of the Golden Gate Area Master Plan (GGAMP). Conditional Uses in Golden Gate Estates are subject to the locational criteria contained in the Conditional Uses Subdistrict in the GGAMP. The locational criteria arc divided into five (5) sections, lettered a through e. Section 'a', titled "Essential Services Conditional Use Provisions" provides nine (9) types of essential services that qualify; one ofthese, "public safety service facilities, and other simila.r facilities" would include the proposed use of fire and rescue facilities. GGAMP Policy 5.1.1, pertaining to street, parking lot, and other outdoor lighting reads as follows: "Consistent with public safety requirements, street, recreational and structure lighting within Golden Gate Estates shall be placed, constructed and maintained in such manner as to prevent or reduce light pollution. In implementing this Policy, the County shall apply the following standards: a.. If a streetlight or an area light is required, it shall be of the type specified to protect neighboring properties from direct glare. Area lighting shall be shielded such that direct rays do not pass property lines, Low-pressure sodium lamps are - encouraged while halogen type lights are discouraged. 1. Where required, the street lamp shall be of the high pressure sodium type and have a "cobra head with flat bottom" style or be fully shielded so that light is dirccted only downward, Street lamps shall be mounted on a wood pole at a height and wattage recommended by the appropriate electric utility and as appropriate for a rural area. 2. Parking lot lamps shall be low-pressure sodium type lamps and shall be mounted so that they point downward without direct rays extending past the parking lot, building entrance, walkway, or other area intended to be illuminated, b. Where lighting of recreational areas is required, such lighting shall be mounted so as to focus illumination on the areas intended to be illuminated, and to limit the amount of light that extends outside of the intended area." The above policy needs to be included as a condition of approval within the CU resolution. Future Land Use Element (FLUE) Policy 5.4 requires new land uses to be compatible with the surrounding area. Comprehensive PlalUling leaves this determination to the Zoning and Land Development staff as part of their review of the petition in its entirety. Staff concludes the proposcd use may be deemed consistent with the Golden Gate Area Master Plan, subject to the requirement to comply with Policy 5.1.1. of the GGAMP. CU.2007-AR.11977 November 15, 2007 Page .5 of 10 i ^-_. .~,.__..., .__.....__H.~'.._,.. '--~'".~~_... ..-- Agenda Item NO.7 A February 26, 2008 Page 12 of 214 Transportation Element: The TranspOltation Department has reviewed the CU application and finds this petition consistent with Policy 5.1 and 5.2 of the Transportation Element of the GMP. The adjacent roadway network has sufficient capacity to accommodate this project throughout the five-year planning period, Desoto Boulevard has a service volume of 900 trips, with a remaining capacity of approximately 774 trips between Golden Gate Boulevard and Oil Well Road; and is currently at LOS "B" as stated by the 2006 AUIR, The proposed development produces 16 PM peak hour, peak direction trips which represent a I 1.7% impact on Desoto Boulevard. Therefore, the project is consistent with policies 5.1 and 5.2. i I , Conservation and Coastal Management Element (CCME): I , I The Environmental Services Department has reviewed this petition and finds it consistent with Policy i i 3.1.1 of the CCME. Policy 3.1. 1 restricts celtain CU's such as future petroleum exploration and I production and expansion In the ST/W-4 Overlay. The proposed Big Corkscrew fire I station/administration building is not one of the uses that are restricted in this zone. Therefore, the , proposed fire station/administration building is consistent with Policy 3.1.1. of the CCME. EAC RECOMMENDATION: TIle Environmental Advisory Council (EAC) did not review this petition because the site is under the size threshold (10 acres) to require an Environmental Impact Statement. In addition, the EAC did not review this petition because the proposed fire station/administration building is not a restrictcd use in the ST/W-4 Overlay. An inquiry from a CCPC member was made of Staff as to whether or not this petition should go to the EAC because this site is located in a ST area. In an e-mail from Environmental Scrvices Director William Lorenz, projects iocated in wellfield risk management zones have not historically been taken to the EAC. From inception, the application of the ground water protection ordinance was essentially administrative in nature, This has been based on the following rationale: There are several Special Treatment designations. When reviewing the code, Special Treatment Designations using the "ST-" designation in the title include: ST, ACSC-ST, and ST-NAR (High Natural Aquifer Recharge). Section 3.06.03 describes "Wellfield risk management special treatment overlay zone" W-l through W-4, but does not use the "ST." prefix. However, Section 3.06.02.B does specify that these Wellfield risk management special treatment overlay zones are to be mapped on the Zoning atlas, The zones on tile Zoning Atlas are depicted with the "ST -" prefix. Environmental Staff has applied LDC Section 8.06.03.0 to require EAC rcvicw for activities within i ST and ACSC-ST. The ST is applied to areas designated as ST only, not to be inclusive of all ST designations. Since ACSC-ST is spccifically identified, this area is required to be reviewed, However, because no other specific "ST-_" designations are called out, facilities within Well field risk management special treatment zones" are not reviewcd by the EAC, I I ANALYSIS: I Before any recommendation can be offered to the Board of Zoning Appeals (BZA), the Collier County I Planning Commission must make findings (Exhibit "A") that: I) approval will not adversely affect the public interest; and 2) all specific requirements will be met; and 3) satisfactory provisions have been I CU-2007.AR-11977 November 15, 2007 I Page 6 of 10 Agenda Item No. 7 A February 26, 2008 Page 13 of 214 made concerning the foHowing matters, where applicable: 1. Consistency with the Land Development Code (LDC) and the Growth Management Plan (GMP). As previously noted, this request has been deemed consistent with the Golden Gate Area Master Plan. Therefore, it is also consistent with the FLUE and the GMP, The proposed setbacks are in compliance with the rules and regulations in the LDC. The Estates zoning district requires a 7S-foot front setback along Desoto Boulevard and allows a reduced front setback along 2211d Avenue NE to 37.S-feet and a side setback of 3D-feet. The proposed building will have a maximum zoned height of 3D-feet. The project will be required to undergo the site development plan review process to ensure compliance. 2. Ingress and egress to the property and proposed structures thereon, with particular i reference to automotive and pedestrian safety and convenience, traffic flow and control, and I access in case of fire or catastrophe. The primary ingress and egress to the site will be from the entrance off of 22nd Avenue NE. An additional egress point for emergency vehicles only has been provided to Desoto Boulevard from the fire station. There are no existing sidewalks along Desoto Boulevard and 22nd Avenue NE for the subject site to connect to. Therefore, the petitioner has also agreed to pay $49,269 to the Transportation Division in lieu of providing a 6-foot wide sidewalk and a 4-foot wide bike lane along Desoto Boulevard and a S-foot wide sidewalk along 22nd Avenue NE. The petitioner proposes to pave 22nd Avenue NE from Desoto Boulevard to the project entrance. The Traffic Impact Statement indicates that there could be a maximum of 72 trips per day. Of these trips, approximately 12 emergency lUns per day will occur. This project will not have significant impacts on the sUlTOunding roadway network. 3. The effect the Conditional Use would have on neighboring properties in relation to noise, glare, economic or odor effects. If approved, the proposed use should have minimal impact on neighboring propelties in relation to glare, economic or odor effects, The fire station/administration building will be designed to be residential in scale, There are no odors associated with tire stations. The location of fire stations in neighborhoods have historicaHy resulted in a decrease in fire insurance premiums for neighboring propetties. The proposed fire station/administration building will have impact associated with noise, however. Personnel wiH be stationed in the building 24-hours a day, ready to respond to an emergency, When the station personnel and vehicles are called upon to respond to an emergency, noise from the emergency vehicle sirens may disturb the neighbors. As depicted on the attached Master Site Plan, the proposed 1.82 acre preserve, G.foot high buffer wall and IS.foot wide Type B landscape buffer should offset some of that impact to the neighbors located immediately north and east of the facility. CU-2007 .AR- 1 1977 November 15, 2007 Page 7 of 10 _.~._--'_."."- . -"'" --'.#..."".-.....,. -- Agenda Item No. 7A February 26, 2008 Page 14 of 214 4, Compatibility with adjacent properties and other property in the district. The fire station/administration building has been sited away from the preservation wetlands in order to minimize impacts to the preservation wetland areas of the site. In addition, the proposed ftre/administration building is setback 31 feet from the north property line and the building height is 35-feet or two stories, which is compatible with the sUlTounding one and two story residential development. To the north of the site, is an undeveloped and vegetated lot. To the east of the site is an agricultural fteld and a proposal indicates that this area will be a future preserve area within the Town of Big Cypress DRI (Development of Regional Impact). To the south of the site is 22"d Avenue NE, and then an undeveloped, vegetated lot. To the west of the site is Desoto Boulevard, and then two lots with single-family residences. Based on the information provided and with the appropriate mitigations, it appears that the proposed Conditional Use is an appropriate use of the subject site. NEIGHBORHOOD INFORMATION (NIM) MEETING: The following synopsis is provided by Lisa Koehler, Public Information Coordinator: The applicant held the required NIM meeting on October 15, 2007 at 5 :30 p.m. at the Big Corkscrew Island Fire Administration Building at 13250 Immokalee Road. Three people attended the meeting along with the applicant's consultant and county staff. Mr. Jerry Neal of Hole Montes gave a brief overview of the proposed conditional use request for the fire station and administration building. Fire Chief Greenberg clarified that the proposed station could hold 6 engines; however, there would probably be 4 engines including one EMS unit on a regular basis. She also clarified that thcy propose to have a maximum of 12 employees per day per shift at the station. There were no speeific concerns about the use of the site and no objections about the proposed fire station. RECOMMENDATION: Staff recommends that the Collier County Planning Commission (CCPC) forward Petition CU-2007- AR-11977 to the Board of Zoning Appeals (BZA) with a recommendation of approval subject to the following conditions: I. The Conditional Use is limited to what is shown on the Master Site Plan, identified as "Conditional Use Master Site Plan," prepared by Hole Montes, Inc., dated January, 2007. The site plan noted is conceptual in nature for conditional use approval. The final design must be in compliance with all applicable federal, state and county laws and regulations. The Department of Zoning and Land Development Review Director may approve minor changes in the location, siting, or height of buildings, structures, and improvements authorized by this conditional use, so long as these minor changes remain consistent with all applicable development standards. In addition, Staff recommends including the following condition of approval from the Growth Management Plan, GGAMP Policy 5.1.1 because this particular criteria has not been translated as a LDC requirement: 2, If a streetlight or an area light is required, it shall be of the type specified to protect neighboring GU-2007-AR-11977 November 15. 2007 Page 8 of ID Agenda Item No. 7A February 26, 2008 Page 1501214 properties from direct glare, Area lighting shall be shielded such that direct rays do not pass propelty lines. Low-pressure sodium lamps are encouraged while halogen type lights are discouraged, a. Where required, the street lamp shall be ofthe high pressure sodium type and have a "cobra head with flat bottom" style or be fully shielded so that light is directed only downward. Street lamps shall be mounted on a wood pole at a height and wattage recommended by the appropriate electric utility and as appropIiate for a rural area. b. Parking lot lamps shall be low-pressure sodium type lamps and shall be mounted so that they point downward without direct rays extending past the parking lot, building entrance, walkway, or other area intended to be illuminated. CU-2007.AR-11977 November 15. 2007 Page 9 of 10 --...----.------- ..~. <>-.,-.. . -~"-- _.._.,.~-_.--- Agenda Item NO.7 A February 26, 2008 Page 16 of 214 PREPARED BY: Lf\!C ,AICP, PRINCIPAL PLANNER 10- Ii/)' 07 DATE N OF- ONING AND LAND DEVELOPMENT REVIEW - REVIEWED B : Co'4l~Il..,J I (J,r'c. vi\\ ~I.D( ~i.O'-(}1 0 4"J g lo.u)."~ .A. I ) I~ /DI-fE JEFFREY A. KL ASSISTANT CO 0- /1-Z-e>7 -- RAYM D V. BELLOWS, MANAGER DATE DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW 117. '<~./r~ /0/31 /07 USAN MURRAY ISTENES, AICP, DIRECTOR I . DATE DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW APPROVED BY: I /(-'/.--0 '7 K. SCHMITT, ADMINISTRATOR DATE ITY DEVELOPMENT & ENVIRONMENTAL SERVICES DIVISION COLLIER COUNTY PLANNING COMMISSION: V\;\J?~ I\~ l"'--C)l .----< MARK P. SIrRAIN, CHAIRMAN DATE Tentatively scheduled for the January 15, 2008 Board of County Commissioners Meeting Attachments: A. Findings of Fact cu-2007 -AR-11977 November 15, 2007 Pllge ] 0 of 10 Agenda Item No. 7A February 26,2008 , Page 17 01214 FINDINGS OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: ], Section 10.08.00 ofthe Land Development Code authorizes the conditional use. 2. Granting the conditional use will not adversely affect the public interest and will not adversely affect other property or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yes No - - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow , and control, and access in case of fire or catastrophe: ! j Adequate ingress & egress Yes - No - C. Affects neighboring properties in relation to noise, glw'e, economic or odor effects: - No affect or _ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent propeliies and other property in the district: Compatible use within district Yes - No - Based on the above findings, this conditional use should, with stipulations, (copy attached) I (should not) be recommended for approval <text>. , , I I , DATE: CHAIRMAN: I EXHIBIT A "0'" _._~~---- "~..- Agenda Item No. 7A February 26, 2008 Page 1801214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use. 2, Granting the conditional use will not adversely affect the public interest and will not adversely affect other property or uscs in the Sal1le district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yes No - - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow I and control, and access in case of fire or catastrophe: Adequate ingress & egress Yes - No - C. Affects neighboring properties in relation to noise, glare, economic or odor effects: - No affect or _ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the district: Compatible use within district Yes ---.- No - Based on the above fll1dings, this conditional use should, with stipulations, (copy attached) , (should not) be recommended for approval <text>. I DATE: MEMBER: EXHIBIT A Agenda Item No. 7A February 26, 2008 Page 1901214 RESOLUTlON NO. 07-_ A RESOLUTION 01' THE BOARD OF WNING APPEALS OF COLLIER COUNTY, FLORIDA, PROVIDING FOR THE ESTABLISHMENT OF A CONDITIONAL USE TO ALLOW A FIRE STATION AND ADMINISTRATION BUILDING IN THE ESTATES (E) ZONING DISTRICT PURSUANT TO THE COLLIER COUNTY LAND DEVELOPMENT CODE, SECTION 2.01.03.G.l.e., FOR PROPERTY LOCATED ON TI-lE EAST SIDE OF DESOTO BOULEVARD NORTH, OPPOSITE AND NORTH OF 22 AVENUE NE, IN SECTION 28, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA WHEREAS, the Legislature of the State of Florida in Chapter 67-1246, Laws of Florida, and Chapter 125, Florida Statutes, has confen.ed on Collier County the power to establish, coordinate and enforce zoning and such business regulations as are necessary for the protection of the public; and WHEREAS, the County pursuant thereto has adopted a Land Development Code (Ordinance No. 2004-41, as amended) which includes a Comprehensive Zoning Ordinance establishing regulations for the 7..oning ofparticulaf goographic divisions of the County, among which is tile granting of Conditional Uses; and WHEREAS, the Board of Zoning Appeals has held a public hearing after notice as in said regulations made and provided. and has considered the advisability of a Conditional Use for a fil'e station and administration building in the Estates (E) Zoning District, PUrsUWlt to Land Development Code Section 2.01.03,G.1.e. on the property hereinafter described, and has faUlId as a matte!' of fact (Exhibit nA'l) that satisfactory provision and arrangement have been made concerning aU applicable matters required by said regulations and in accordance with Section 1 0.08.00.D of the Land Development Code, as amended; and WHEREAS, aU interested parties have been given opportunity to be heard by this Board in a public meeting assembled and the Board having considered all matters pre.~ented. NOW, THEREFORE, BE IT RESOLVED by the Board of Zoning Appeal, of Collier County. Florida, that: Petition CU-2007.AR.1l977, filed by Robert L. Duane, AICP of Hole Montes, Inc., representing Big Corkscrew Island Fire Control Rescue District, an Independent Special District and Political Subdivision of the State of Florida, with respect to the property hereinafter described as; I I Page 1 of2 ._----. ._'__._._.._u._.,.,__" ---.-..--. ..--....---. --- -',.,-_._~--_._,._.- -'~-_...,-,~.-..>'- _."_'"-~~'.----'-' .. -..---.----... Agenda Item NO.7 A February 26, 2008 Page 20 01214 The South ISO feet of Trac! 1 IS, Golden Gate Estates, Unit No, 72, according to the plat thereof recorded in Plat Book 5, l'Elge 8, of the Public Records of Collier County, Florida, and The North 150 feet of Tract 115, Golden Gate Estates, Unit No. 72, according to the plat thereof recorded in Plat Book 5, Page 8, of the Public Records of Collier County, Florida is hereby approved for a Conditional Use pursuant to Section 2.01.03.0.1.e of the Collier County Land Development Code in the Estates (E) Zoning District, for a fire st.tion and administration building in accordance with the Conceptual Site Plan found in Exhibit 'lB" and subject to the conditions found in Exhibit "C" attached hereto and incorporated by reference herein. BE IT FURTHER RESOLVED that this Resolution be recorded in the minute, of thi, Board. This Resolution adopted after motion, second and super-majority vote, this _ day of ,2007. A TrEST: DWIGHT E. BROCK, CLERK BOARD OF ZONING APPEALS COLLIER COUNTY, FLORlDA By: By: . Deputy Clerk JAMES COLETTA, Chairman Exhibits (attached): A. Findings of Fact B. Conceptllal Sile Plan, entitled, "Big Corkscrew Island & Rescue District #14," dated 1107, which is prepared by Hole Montes, Inc. C. Conditions Page 2 of2 _._~--~- ---.- ~__._.. - _____ - _.___._u -------_.-. .---------.- Agenda Item No. 7 A February 26,2008 Page 21 of 214 - FINDINGS OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10.08,00 ofthe Land Development Code authorizes the conditional use. 2, Gral!ting the conditional use will not adversely affect the public interest and will not adversely affect other property or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code al!d Growth Management PIal!: Yes No - - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access incase of fire or catastrophe: Adequate ingress & egress Yes -- No - C. Affects neighboring properties in relation to noise, glare, economic or odor effects: - No affect or _ Affect mitigated by _ Affect cannot be mitigated D, Compatibility with adjacent properties and other propeliy in the district: Compatible use within district Yes -- No -- Based on the above findings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <text>. DATE: CHAIRMAN: EXHIBIT A . '~'~"',^~---><,-"-'~'...._---._._--- __~m,_______.~,_.,."..~... . ._._-----,.,,~._,. Agenda Item No. 7A February 26,2008 Page 22 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use, 2. Granting the conditional use will not adversely afftict the public interest and will not adversely affect other property or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yes - No - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestlian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress & egress Yes - No - C. Affects neighboring properties in relation to noise, glare, economic or odor effects: - No affect or _ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other propeliy in the district: Compatible use within district Yes - No - Based on the above findings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <text>, DATE: - MEMBER: EXHIBIT A ~. ! I N " · , i ~ . ....-.-- ~ ~ " 0 ':il I ~ ~ ~ ~ d',- :: ~ u :> ~ I a i5 N <{g5'" ~ ~ ll~l~ ""-l ~ I II. n ~: ~ I ~ _0 Q . , LJ I ' ~f.i('") iliOD"',", .,,: ',I C'",N (!l ,:,: ,':: 1'1 2 ~ '" UJ .... ..... [i - ro Ol -' i: ':' '! ro~ro I -0 .is a.. II! I C", :g,LL <{ ~IH;; , . . f ~ :: II :, ~ ,I .' IK'" ! i " UJZ . ,", . . 0'.. : '. ." '., ~ "I c( . ... .."... I' - . -, ~ I tl).J " ',L ':. .' ' .II " iii ! !! :; if. I' I; ~ 0. 'I " . . """', ~ " :.~'., j! ~ " I ~ / -' UJ < . , 11'/ "AIL>:,~:',; ,.',:: , ~ ~ ~ ~! ! I I.' H~ I ~~ ~ lll.!i, '.... """.. ".' . &,! ,'. ',..,' ~ "ilii",! 1:" ;,1,1 ' .' ,. .' ., ..- ,. , W - .. I' Q UJ g" I' ..,~.".",.' -'..:",' t':I ,,' .. .... , <, . i' ... " , '....' ,', "" ._, " !' z", I" 11 Iii ......./, ",..:', :,":' .i,!!i". ".' :.,.-.','. '.. Z ~ l-ll II illlli:ISlli 8< ",' . , . " . '.. ".,. .. i' id i ::E II ..'.'...., "',."." w !'" _ ....., .. " ," .".,l "': .. ..' .. ~ ':,"" ...: ~ 5 ....~ e .. -,'w' ,,'" .... J,L./t I ~ "' .....t..'. I' . \", ,..,IC:!i t':':""" ',: l WIllI ' 'U,', ',~>, ffi~ H! , > ~ I~P!i~ fl~H <c. J! j..,lld~', ' !! I . ~ f l;a. ~WI' '1:l , ~2.,~1,,!! " C i ~ I~' Ilal l - ;: N- J,'!"V! a:l ~ i'" ;.,,,'; l~ NI .~.~~__;n II! !is ,lJ ,.'. , ,." . C" , 0 >>. .,,,, I' _ -:-!! I. ..~? ili I~! ~ .. Il WI ~~ IU ~ .. ~ ~i Z Z; o . 0 ~ . N hN, ~ 5 . !Pl W ~ ; ~~. ~! ~ ~ i ~ ~ I " .. ~ ~~B II en,,' .' . [ij ~ i;i I i f ffi 19 r ~ ~ H.h . " , W a' , !! 0. 8. ~. ' ":.. 1 g: Ii!!!~ ~ ~ 0 ~ ~ (L ~ . ., 1 . - i ~ ... ' ....,...... : W <Ii' ;;; , I ! . ~~ !!~m!~BB~ ! ~ i1~t- I I." ",... .. ,. I .1:!. ~ OU ' ). - )1 " \ i " 0: a: 1 I I 0( . ~ I ! ~~mmm~m!~5~!!1Cl 1 I ::) !i I I I I I , , I I . I I I I . en () I', : '" I'~ :.:: w .. I W rl! . O:W~ - , '" '.. w · 00:" .. , '" I ,. . , · v :~ · !i UU:ffJ i ~ i.~!Uld~ql i. ~ 0: ! -' nHiHi!IIL! ~ lD -- ~ ~ l I 'J -, .....- ""'n - _J__n____" ! I ...--"-'-"'!'~. ""M --- ....,.~. ."~. 1'1' .- - -_____~-h "il _______n_ --- ...:~~~=~~.--_._._--=~=:.:::.~--~=.:=-~==-~~.-.-._=.~=... ~ I ~:. , .. ----.-.-- __n_n___, - ~ I g, ,. 'ii, .j $. ___h____________ '" Iii ef: '1" Ii c-~~~,~?-~~~:-a.--^-h,--a- ~J.OS3a .'\ 1/ i : i'~! i! !!iii . 'II' ! ~~! 1 , N.l I. J!! J,Gl'! \1 : I H I (::~-~~~-~~~:_______h.__n_m____m___H----nnn- ~ 2. I oi ~~ 1 ,,,1.11 ! ---.---IJ"'''''D;f.iiQ ----------:--- ISB~Ii!~s~)..:;raiDNINoz' l~ ~ . ____~"j r~ . __..__.._____ ---------. ,----,-_._,- ~ Agenda Item No, 7 A February 26, 2008 Page 24 01214 CONDITIONS FOR APPROVAL FOR CU-2007-AR-1l977 1. The Conditional Use is limited to what is shown on the Master Site Plan, identified as "Conditional Use Ma~ter Site Plan," prepw'ed by Hole Montes, Inc" dated January, 2007, The site plan noted is conceptual in nature for conditional use approval. The final design must be in compliance with all applicable federal, state and county laws and regulations. The Dcpartment of Zoning and Land Development Review Director may approve minor changes in the location, siting, or height of buildings, structures, and impl'Ovements authorized by this conditional use, so long as these minor changes remain consistent with all applicable development standards, 2, If a streetlight or an area light is required, it shall be of the type specified to protect neighboring properties from direct glare. Area lighting shall be shielded such that direct rays do not pass property lines. Low-pressul'e sodium lamps are encouraged while halogen type lights are discouraged. a. Where required, the street lamp shall be of the high pressure sodium type and have a "cobra head with flat bottom" style or be fully shielded so that light is directed only downward. Street lamps shall be mounted 011 a wood pole at a height and wattage recommended by the appropriate electric utility and as appropriate for a rural area. b. Parking lot lamps shall be low-pressure sodium type lamps and shall be mounted so that they point downward without direct rays extending past the parking lot, building entrance, walkway, or other area intended to be illuminated, EXHIBIT C G: Currentl Gundlachl Conditional Uses! Big Corkscrew Fire Admin, Bldg, IExhibit C Conditions 10-30-07 Agenda Item No, 7 A February 26. 2008 Page 25 01 214 FINDINGS OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 TIle following facts are found: 1. Section 10,08,00 of the Land Development Code authorizes the conditional use, 2. Granting the conditional use will not adversely affect the public interest and will not adversely affect other property or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yes /' No_ B, Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress & egress Yes / No C. Affects neighboring properties in relation to noise, glare, economic or odor effects: _ No affect or VAffect mitigated by ~lr.\ d\)-Q~J,l-v-o \- ~~~ _~ Affect cannot be mitigated ) D, Compatibility with adjacent properties and other property in the district: Compatible use within district YesL No_B) ~-cJ ~ Vh' h^7~"'-- Based on the above findings, this conditional use should, with stipulations, (copy attached) (,hoold 001) bo rero~'o"'" fm .pprovol ->. A I:':, DATE: I( r \ "\ -tr{ CHAIRMAN:JV\ J \:) ~v EXHIBIT A ..-.---- -..--..- ~~ - ,-.~"._~~,.~ .-.. Agenda Item No, 7A February 26, 2008 Page 26 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10,08.00 of the Land Development Code authorizes the conditional use. 2, Granting the conditional use will not adversely affect the public interest and will not adversely affect other property or uses in the sanle district or neighborhood because of: A. Consistency ~and Development Code and Growth Management Plan: Yes_ No_ B, Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingr~eSS Yes__ No_ C, boring properties in relation to noise, glare, economic or odor _ No affect or ~ Affect mitigated by _ Affect cannot be mitigated I D, Compatibility with adjacent properties and other property in the district: Compatible use Witl~trict YeSLNO_ Based on the above findings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <text>, DAm Ii-ii-a? MEMJJd~ EXHIBIT A Agenda Item No.7 A February 26, 2008 Page 27 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-1l977 The following facts are found: l. Section 10.08,00 of the Land Development Code authorizes the conditional use, 2. Granting the conditional use will not adversely afflict the public interest and will not adversely affect other property or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yest; No - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress & egress Yes.~ No - C, Affects neighboring properties in relation to noise, glare, economic or odor effects: un No affect or ~ Affect mitigated by - _ Affect cannot be mitigated D, Compatibility with adjacent properties and other property in the district: Compatible use within district Yes ~ No - Based on the above findings, this conditional use should, wit tipulations, (copy attached) (should not) be recommended for approval <text>. DATE:--dIOb MEMBER: EXHIBIT A "".--.---- ~, ...-.- ._-~_. ..--..-..--...... ~_..._. Agenda Item NO.7 A February 26, 2008 Page 28 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use. 2. Granting the conditional use will not adversely affect the public interest and will not adversely affect other propelty or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yes~No_ B, Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress & egress Yes~ No_ C, Affects neighboring properties in relation to noise, glare, economic or odor effects: ~o affect or ~ Affect mitigated by _ Affect cannot be mitigated D, Compatibility with adjacent properties and other propeliy in the district: Compatible use within district Yes~ No_ Based on the above findings, this conditional use should, with stipu1~ ns, (c (should not) be recommended for approval <text>. / /10-/0 7 -- DATE: 'I / EXHIBIT A Agenda Item No. 7A February 26, 2008 Page 29 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: l. Section 10.08.00 of the Lmd Development Code authorizes the conditional use, 2, Granting the conditional use will not adversely affect the public interest and will not adversely affect other property or uses in the same district or neighborhood because of: Com""",,, 1." Lmd D~"opm~' Co,," md Growfu MM"="'" Pl~, A. Yes_ No_ . B, Ingress and egress to property md proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and a cess in case of fire or catastrophe: Yes No - C, ects neighboring properties in relation to noise, glare, economic or odor ef cts: - No affect or _ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adj acent properties and other property in the district: Compatibl, 7frim ,"!rio, Yes_ No_ Based on the above findings, this conditional use should, . th stipulations, (copy attached) (should not) be recommended for approval <text>. DATE: II Ii 0 EXHIBIT A ._----"..~- --.-,..- ....,. _w_,___.__. ------..-... Agenda Item No. 7A February 26, 2008 Page 30 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10,08.00 of the Land Development Code authorizes the conditional use, 2. Granting the conditional use will not adversely afflict the public interest and will not adversely affect other property or uses in the SalTIe district or neighborhood because of: A, Consistency with the Land Development Code and Growth Management Plan: Yes JNO - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress & egress Yes' J No_ C. Affects neighboring properties in relation to noise, glare, economic or odor effects: - No affect or _ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adj acent properties and other property in the district: Compatible use within district Yes_00_ Based on the above findings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <text>, ~ DATE: It! j 14 } 0--) MEMBER: + ~ EXHIBIT A Agenda Item No, 7A February 26. 2008 Page 31 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A <;;ONDlTIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use, 2. Granting the conditional use will not adversely affect the public interest and will not adversely affect other propeliy or uses in the same district or neighborhood because of: A. Consistency with the LWld Development Code and Growth Management Plan: Yes / No - - B, Ingress and egress to propeliy and proposed structures thereon with particular - reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress & egress . Yes I No - C, Affects neighboring properties in relation to noise, glare, economic or odor effects: .; No affect or. _ Affect mitigated by I _ Affect cannot be mitigated D, Compatibility with adjacent properties and other property in the district: Compatible use within district Yes ~ No - Based on the above findings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <text>. DATE: /1/J5/IJ7 MEMBER: flhnA-. ~LA... {!d/t-n-LJ i I I EXHIBIT A -~~- .._"." _..'--.~_"_F_ -..-...-.---.--..... Agenda Item No, 7A February 26. 2008 Page 32 01214 FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-11977 The following facts are found: 1. Section 10.08.00 of the LWld Development Code authorizes the conditional use. 2, Granting the conditional use will not adversely affect the public interest and will not adversely affect other propcrty or uses in the same district or neighborhood because of: A. Consistency with the Land Development Code and Growth Management Plan: Yes V No - B. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequatc ingress & egrcss Yes 1/ No - C, Affect~ neighboring properties in relation to noise, glare, economic or odor effects: V No affect or ~ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the district: Compatible use witbin district Yes V No - Based on the above [mdings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <text>, DATE: 1(~/P:c!J 7 MEMBER: /t>'-r.., qw EXHIBIT A I Agenda Item No, 7 A HM February 26. 2008 Page 33 01214 HOLE MONTES ENGINEERS. PWlNEIIS, SU!1IFfORS WlDSCAPE ARCHITECTURE 950 Encore Way' Naples, Florida 34110' Phone: 239.254.2000' Fax: 239.254.2099 July 5,2007 FAST TRACK CU-2007-AR-II977 REV: 1 Intake Planner Project: 2007010033 Dept. of Zoning and Land Development Review Dale: 7/9/07 DUE: 7/30/07 2800 North Horseshoe Drive Naples, Florida 34104 RE: "Fast Trackll Application for Conditional Use Big Corkscrew Island Fire Control & Rescue District HM # 2006092 Deal' County PIlllUler: Enclosed please find completed application requirements and check in the amount of $5573 ($6073 less $500 pre-app fee paid) to cover review and estimated advertising fees for a Fast Track Fire Station Conditional Use. The Big Corkscrew lshllld Firc Control & Rescue District pUl'chased, in May, 2006, approximately 6.5 acres located on the east side of Desoto Boulevard North~ opposite uudjust to the north of 22J1l1 Avenue-NE, for the purpose of con..c;tructing a facility to reduce their emergency response time and improve service to the growing northern Estates community, The site was selected for its proximity to through-streets and collector roads to minimize circuitous travel routes and improve efficiency of services. It is also a location which minimizes impacts on existing residential neighborhoods. While any location would cause :some potential conflict with surrounding land uses, the benefits to the community at large would seem to outweigh those considerations. With sensitive landscaping, architectural design. vehicular circulat~oll provisions lInd open space preservation, the: plan will adch-ess these and other possible concems. Thank YOll tor your consideration in this matter and if I can be of any further assistance please don't hesitate to contact me. Sincerely, HOLE MONTES, INC. ~~ Robert L. Duane, AICP Planning Director RLD/acd Ce: Chief Rita M. Greenberg HMFile Naples' Fort Mye;<; . Vcnir.e --,~-~..__._..- _'~--.._,._-~".~'^' . . .-...-......, - -.. ~---_..__._><..'"---" , Agenda Item No, 7 A " February 26, 2008 Page 34 01214 COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE DEPT, OF ZONING & LAND DEVELOPMENT REVIEW NAPLES, FLORIDA 34104 WWW.COLLlERGOV.NET (i) (239) 403-2400 FAX (239) 643-6968 , i ARPBI:GA-ti~N(,H~f(tpl!!:Bi!i't!",HE~R;iN~\~,Giitr '. .' . .-....'...... - ...,,"'..,.'...... .;-. <-0.0, '- .....-,..- '," ',', - " '0.. eti),~~il~}~~~~*i,w.~~-.. PETITION NO (AR) PROJECT NAME PROJECT NUMBER To be compleled by slajf DA TE PROCESSED ASSIGNED PLANNER ABOVE TO BE COMPLETED BY STAFF I A:!!.~.LtQ~t9'tFINMi~'M~f!Qiij; II NAME OF APPLICANT(S) Big Corkscrew Island Fire Control Rescue District ADDRESS 13240 Immokalee Road CITY Naale, STATE FL ZIP 34120 TELEPHONE # (239\ 455- 1 204 CELL # FAX # 1239) 455-6497 E-MAIL ADDRESS, rareenbera@bclfr.com (Rita Greenbera. Chief) NAME OF AGENT Robert L. Duane. AICP FIRM Hole Montes. Inc. ADDRESS_ 950 Encore Way CITY Naples STAte FL ZIP 34110 TELEPHONE # (239) 254-2000 CELL # FAX # 12391 254-2099 E-MAIL ADDRESS: bobduane@hmena,com BE AWAR.E 'tHAT COLLIER COUli/TY HAS LOBBYIST REG,ULATIONS.GUfDEYOURSELF ACCORDINGLY AND ENSURE THAT YOU AREINCOMPLlANCE WITH THESE REGULATIONS, . H,\2006\2006092\ WP\CondijionnJ U&e 2007\Submillo/ Pending 6-07\Co"ditionol Use AppJi(otioJ1_ 070705.do( Agenda Item No, 7A February 26, 2008 Page 35 01214 1- '"<'S'''*''"II..,,,,,'',",iilK>''' '0. . ... .,-. . -"'-'-""''', 'c,;~ ';::d.,,,~,,~,* .~~.~.:~-~}:1:i?{:':~,~:' ~;) -.-:-3~'>::,:~_,'; Complete the following for all Associalion(s) affiliated with this petition. Provide additional sheets if necessary. NAME OF HOMEOWNER ASSOCIATION: GOLDEN GATE CIVIC ASSOC, Organization Name: Golden Gate Estates Arca Civic Association Type: Civic Association District: 5 Officer Information: Mr. Tim Nance, President PO Box 990596 Naples,FL 34116 Phone: (239) 641-5414 C Fax: (239) 455-5871 Email: nanceg(W.emihlink.net#httv:llnanceg(W.ew"thlink.net# I I I NAME OF HOMEOWNER ASSOCIATION: I MAILING ADDRESS _ CITY STATE ZIP NAME OF HOMEOWNER ASSOCIATION: MAILING ADDRESS CITY STATE ZIP NAME OF MASTER ASSOCIATION: MAILING ADDRESS CITY STATE _ZIP NAME OF CIVIC ASSOCIATION: MAILING ADDRESS CITY STATE _ ZIP H;\2006\2006092\ Wf'\ConajliollaJ U5~ 2D07\Sllbmiltal Pending 6-07\C(;lnailioncsJ Use Applicol;on_ 070705.00c ~"~__'_~~"_~~ ,~_..,_ _,~"._....._~__"_~. M'__" Display,ing Collier County Association Infonnation Agenda Item NOmA 'February 26, 2 I}g.e I of 1 Page 36 of 214 Search the Collier COllnty Associations lAsting ~Ji9$ here tQ..gQ )?acK.to the Collier (;9llll()'.Associalion listing, Clid: htoJe to S.earch for another Collier COl!DXY ASs9Ci!!usm. Association Details Organization Golden Gate Estates Area Civic Association I I Name: Ty!}e: Civic District: 5 Association Officer Mr. Tim Nance, President Information; PO Box 990596 Naples, FL 34li 6 Phone: (239) 641-5414 C Fax: (239) 455-5871 Email: nal1(;,cg@earthlink.net#httl"l:/lnanceg@earthlink.net# http://apps.colliergov.netlbcc/veivjcfDispAssocsDetai Is. cfm 'lID Nbp I 72 7/5/2007 Agenda Item No, 7 A 8 . . . "., ""r.->. '}f.\~. . , . ._~,-:.,--~-~,--- . 14 ,- If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, a. tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest. (Use additional sheets if necessary), Name and Address Percentage of Ownership Biq Corkscrew Island Fire Control & Rescne ojHtrict 100% folin# 40471'i7000(; Unit 72 . N150 ft of TR115 ---- -- Bjg ~nrkR~rRW TR1~nrl Firp Control & Rescue District Folio# 40421480007 Unit 72 8180 it of TR115 100% - b. If the properly is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each, Name and Address Percentage of Ownership -, -, ,-- c. If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest, Name and Addre.. Percentage of Ownership ~. - ..~- APPliCATION FO/? PUBliC HEARING FOR CONDfTlONAf USE - 4/14/03, lev 5/20/2005 . ~_..- _._-~,.~,....",~~,..,. ---,--_........._, Agenda Item NO.7 A February 26, 2008 Page 38 of 214 Name and Address Percentage of Ownership ---- e, If 'here is a CONTRACT FOR PURCHASE, with an individual ar individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners. Nom. and Address Percentage of Ownership .~ Date of Contract: r. If any contingency clause or conhact terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust, Name and Address g. Date subject property acquired l2J leased 0 Term of lease yrs./mos, May. 2006 If, Petitioner has option to buy, indicate the following: Date of option: Date option terminates: , or Anticipated closing dale h. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it i. the responsibility of the applicant, or agent on his behalf, to submit H:\2006\2006092\ WP\Condifionol U$f: 2007\Subrw'ttal Pending 6.07\Collailiollol Use Appliwlilm_ 070705.doc Agenda Item No, 7A February 26, 2008 a supplemental disclosure of interest form. Page 39 01214 -- 'w '. '. PR'$I1-E~TtY-ii~W;~~\I)~~c,' . . , i ..-1 ,w" ',.,-,.- Detailed leaal description of the propertv covered bv the aDPlication: (If space is inadequate, attach on separate page,) If request involves change to more than one zoning district, include separate legal description for properly involved In each district, Applicant shall submit four (4) copies of a recent survey (completed within the last six months, maximum I" to 400' scaie) if required to do so at the pre-application meeting. NOTE: The applicanl is responsible for supplying the correct legal description. If questions arise concerning the legal description, an engineer's certification or sealed survey may be required. Section/Township/Range 2B /48 / 28 Lot: Block: ,- Subdivision: (Golden Gote Estates Unit 72 Tract 1151 Plat Book Page #: Property 1,0.#: 40421480007 & 40421520006 Metes & Bounds Description: SIZE OF PROPERTYI 853 ft. X 330 ft. = Tolcd Sq. Ft, 281.490 Acres 6,46 ADDRESS/GENERAL LOCATION OF SUBJECT PROPERTY: The orooertv is located on the east side of Desoto Boulevard North. opposite and just to the north of 22,d Avenue NE (opposite 2247 DeSoto Blvd. Nl I ADJACENT ~QNIf\lGA@~ANOl..l.SE I Zoning land use N Estates Yacont S Estates Vacant E A-MHO Agriculture W Estates S;nale Family -- Does the owner of the subject properly own property contiguous to the subject property? If so, give complete legal description of entire contiguous property, (If space is inadequate, attach on separate page). No Section/Township/Range /-,_1 Lot: Block: Subdivision: Pial Book Page #: Properly I,D.#: Meles & Bounds Description: I CONDITIONAl, USEREqUESTOET All I H:\2006\2006092\WP\CondJJjO/lol Un 2007\StJbmilro/ Pending 6.07\ConcJilional Use ApplicoliotL 070705.rloc --.'---- - '.'--'-_.~--'---^ ~,~~,.-_._,,_....,,- -_.._,-'^.__....-----~_. Agenda Item No, 7A February 26, 2008 Page 40 of 214 Type of Conditional Use: This application is requesting a conditional use allawed per lDC Section 2.04.03 of the Estates zoning district for Fire Station No, 14 (type of use). Present Use of the Property: Vacant I'" ~V~LU;.\tfq~';&RJt~Rji( . ,I Evaluation Criteria: Provide a narrative statement describing this request for conditional use, NOTE: Pursuant to Section 10,08.00. of the Collier County land Development Code, stoff's recommendation to the Planning Commission and the Planning Commission's recommendation to the Board of Zoning Appeals sholl be based upon a finding that the granting of the conditional use will not adversely affect the public interest and that the specific requirements governing the individual conditional use, if any, have been met, and that further, satisfactory provision ond arrangement have been made concerning the following matters, where applicable, Please provide detailed response to each of the criterion listed below, Specify how and why the request is consistent with each. (Attach additional pages as may be necessary), a. Describe how the project is consistent with the Collier County land Deveiopment Code and Growth Management Plan (include information on how the request is consistent with the applicable section or portions of the future land use element): The Estate District is desianed to accommodate. as Conditional Uses, develooment that orovides services for and is compatible with the low density residential. semi-rural and rural character of the E district. The Fire Station provides essential services and will be desianed to be comoatibie with the existina character of the district and meet the requirements of the LDC. The oroiect is consistent with the very basic plcmnina 9001 01 promotina the Dublic's health. safety and welfare. The Estate District location will Drovide the efficiency and effectiveness needed to serve that arowin>1 portion Qf the community and_reduce travel distances and resp9nse times in emeraency situotigns. b. Describe the existing or planned means 01 ingress and egress to the property and proposed 5tructure thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe: Access to the property is from Desoto Boulevard with the parkina lot access utilizina a Dortion of 22"" Avenue NE, which is nol a throuah street. but is located mid-point between Randall Boulevard a'1d 18'" Avenue (each 2 blocks away) and Drovides direct connections to the east and west. Plans ore to use 22r1d Ave. as the main entrance and exit ooint for personal vehicles and as the return point for emeraency apDaratus. Emergency apDaratus will exit onto DeSotq Blvd, for response. c. Describe the effect the conditional use will have on neighboring properties in relation to noise, glare, economic impact and odor: H,\2006\2006092\ WP\Condiljonal UJe 2007\Suomillol Pvoding 6-07\CondUioneJ/ Use- App/;mIiOll_ 070705.do< Agenda Item No, 7 A February 26. 2008 Page 41 01214 There will be no obiectionoble noise. 910re or odor, ond the overall economic impact will be 0 oositive one, since the benefits to the nei"hborhood ore obvious. Immediately adiocent prop!tl!x owners moy prefer to hove less proximity to the facility, but it is hoped they will conclude that the advontooes outweioh the disodvontaoes. d. Describe the site's and the proposed use's compatibility with adjacent properties and other properties in the district: 8J.LI1ublic facilities pose some compotibility issues, This oorticulor site was chosen and purchgsed for its location benefits. which maximize Its functionol efficiency while minimizina its imoocts on surroundino proRerties. Every effort will be mode to incoroorote attractive architecture. landscapina and site desian which will temporize any ne"ative perceptions and make the Fire Station a good neiahbor. e, Please provide any additional information which you may feel is relevant to this request. Once considered 0 remote loeolion in the Estates. this orea is now increasinoly in demand for housing. Partiallv due to its proximity to the Ave Mario community, and oartiollv in coniunction with the growth in the Estates in aenera!. the area reauires expanded services. The Fire Control Rescue services ore hiah on the priority list. Deed Restrictions: The County is legolly precluded from enforcing deed restrictions, however, many communities have adopted such restrictions. Yau may wish to contact the civic or property owners association in the orea for which this use is being requested in order to ascertain whether or not the request js affected by existing deed restrictions. Previous land use petitions on the subiect propertv: To your knowledge, has 0 public heoring been held on this property within the last year~ If so, what was the nature of Ihot hearing? No, - H:\2006\2006092\ WP\CondjjionoJ U$e 2007\5ubmiltol Pending 6-07\Condjjio/l[J/ Un AppticCltjon_ 070705.cloc -----~ --.- -----.~._, -".~_.<., I Agenda Item No, 7A I , February 26, 2008 I Page 42 01214 - ,., - .~.~~.- - .;' ~_ :~~:::.: 'i~,.' :::~-''-'''::'- - ~~ _'_,_~.' _,:' ,:~.:,_~_(... ". .:'_;: 'o-ONDITld.N1>;W:WSE;~,";- -" , /, _-. '~:?"". su~~ll~~ltl~'~~~X'C;.' ...._:,. ~~::~_';'.2' .. THIS COMPLETED CHECKLIST IS TO BE SUBMITTED WITH APPLICATION PACKET IN THE EXACT ORDER LISTED BELOW W/COVER SHEETS ATTACHED TO EACH SECTION. NOTE: INCOMPLETE SUMBITTAlS WIll NOT BE ACCEPTED. . #OF NOT REQUIREMENTS COPIES REQUIRED REQUIRED ) STANDARD REQUIREMENTS: Cover letter briefly explainina the project 20 X Application (completed & signed) (download from website for 20 current form) X I , 'Additional set if located in the Bayshore/Gateway Trianale Redevelopment Area) 1 X Addressing Checklist siqned by Addressinq 1 X Pre-Application meetinq notes 20 X Conceptual Site Plan 24" X 36" plus (one 8 Yz X 11 copy) 20 X Copies 01 Warranty Deed(s) 2 X Completed Owner/Agent Affidavits, Notarized 1 X Environmental Impact Statement (EIS), and digital/electronic copy of EIS or exemption justification 4 X Aerial Photographs (taken within the previous 12 months) 5 X Statement of utility provisions (with all required attachments & sketches) 1 X '- Traffic Impact Statement (TIS), or waiver 7 X Historical and Archeological Survey, or waiver 4 X -- Copies of State and/or Federal Permits Architectural Rendering of Proposed Structure(s) 4 X Electronic copy 01 all documents and plans (COROM or 1 Diskette ), X Letter of no objection from the United States Postal Service. Contact Robert M. Skebe at (239) 435-2122. 1 X ?~ ~ 1- 0/ tJ1 Applicant/Agent Signature Date H.\2006\2006092\ WP\Conchliotlol Ule 2007\Submi/tol Pending 6-07\Colldifioflol Us(> App/jca/ion Agenda Item No, 7A February 26, 2008 (i) CU-2007-AR-11977 RE~g2 4301214 BIG CORKSCREW ISLAND FIRE CONTROL & RESCUE D1ST Project: 2007010033 Date: 8/28/07 DUE: 9/19/07 STATEMENT OF UTILITY PROVISIONS FOR CONDITIONAL USE REQUEST I APPLICANT INFORMATION i NAME OF APPLlCANT(S) __Bia Corkscrew Island fire Control and Rescue District ADDRESS 13240 Immokalee Road CITY NAPLES ST ATE Fl ZIP 34120 TELEPHONE # 239-455-1204 CELL #__ _ u~ FAX # 239-455-6497 E-MAIL ADDRESS: RGREENBERG@BCIFR,COM ADDRESS OF SUBJECT PROPERTY (IF AVAILABLE): _1i9.rtheast Carner of Desoto Blvd & 22,d Ave NE i LEGAL DESCRIPTION i Section/T ownship/Range 28 I 48 / 28 Lot: Block: Subdivision: Golden Gate Estates Unit 72 N150' and S180' onToct 115 Plot Book __ Page #: ~_ Property 1.0.#: 40421520006 & 40421480007 Metes & Bounds Description: I TYPE OF SEWAGE DISPOSAL TO BE PROVIDED I (Check applicable syslem), a, COUNTY UTILITY SYSTEM 0 b, CITY UTILITY SYSTEM D c, FRANCHISED UTILITY SYSTEM D PROVIDE NAME d, PACKAGE TREATMENT PLANT D (GPO capacity) e. SEPTIC SYSTEM r2l ! TYPE OF WATER SERVICE TO BE PROVIDED ! a. COUNTY UTIliTY SYSTEM D b, CITY UTILITY SYSTEM D c. FRANCHISED UTILITY SYSTEM D PROVIDE NAME d. PRIVATE SYSTEM (WelL) r2l ----.---'." . .~- _.~.-_. -_._~._,-_. -...-. ---.--.- Agenda Item No, 7 A February 26, 2008 Page 44 01214 TOTAL POPULATION TO BE SERVED: Aoproximatelv 6-12 EMS/Fire Personn~,_... 8- 1 8 Office Personnel. and 10 Board Members for 0 few hours per month = 40 maximum at anv one time. tvpicallv 30 maximum with 0 24 hour averaae of 20 maximum ___n_ PEA~AND AV"RA.GE Di>.ILYDEMANt)S' A. WATER-PEAK Ava. x 1.5 = 8325 AVERAGE DAilY 30 x 185 = 5550 GPD B, SEWER-PEAK Avo. x 1.5'" 721 Q. AVERAGE DAilY 30 x 185 = 5550 GPD IF PROPOSING TO BE CONNECTED TO COLLIER COUNTY REGIONAL WATER SYSTEM, PLEASE PROVIDE THE DATE SERVICE IS EXPECTED TO BE REQUIRED NARRATIVE STATEMI1.N.T: Provide a briel and concise narrative statement and schematic drawing of sewage treatment process to be used as well as a specific statement regarding the method of affluent and sludge disposal. If percolation ponds are to be used, then percolation data and soil involved shall be provided from tests prep.ared and certified by a professional engineer. COLLIER COUNTY UTILITY DEDICATION STA.TEMENT: If the project is located within the services boundaries of Collier County's utility service system, written notarized statement shall be provided agreeing to dedicate to Collier County Utilities the water distribution and sewage collection facilities within the project area upon completion of the construction of these facilities in accordance with all applicable County ordinances in effect at the at time. This statement shail also include an agreement that the applicable system development charges and connection fees will be paid to the County Utilities Division prior to the issuance of building permits by the County. If applicable, the statement shall contain shall contain an agrecment to dedicate the appropriate utility easements for serving the water and sewer systems. STATEMENT OF A V AIlABILlTY CAPACITY FROM OTHER PROVIDERS(Unless waived or otherwise provided lor at the pre-application meoting, if the project is to receive sewer 01' potoble water services from any providor other than the County, a statement fram that provider indicoting that there is adequate capacity to serve the project shall be provided. H:\2006\2006092\WP\Conditional Use 2001\ResubmlHal in progless- Aug\Rev STATEMENT OF UTILITY PROVISIONS.doc I O~fZ2/Z007 13: 57 TEL 92;;42Q99 H M LAND DEVELOPMENT ~ CCfY ADDRESS lAg enlWloMt'I'll Illb, 7 A Febr~!ri16io08 CU-2007-AR-11977 p ~ 214 BIG CORKSCREW ISLAND FIRE CONTROL & RESCUE DIST Project: 2007010033 ADDRESSING CHECKLIST Date: 8128/07 DUE: 9/19107 ple~e c01l11'lete the following and sl'-Jmit to the Addressing Section for Review. Not ,lilltems will applY to every project. [te111s in bold t)'pe are req,lired, 1. Legal descriptioll of subject prop~['(y 01' properties (copy of /angrhy descriptioll I/[ay be Mtl.lched) ~ " Sectloll28. TOWIlSlliIl48, Range 28 &oJc:Le-n ~ . u.....<..i ''Z. N I sa, s.t"lO o-f '"\.-o.c-'l ,( IS 2, l:iolio (Property ID) llumbe,'(s) ,,[above (a!lach fo, or ",-social. with, legal de.,cripliol1 ifl1lore Ilrall 011 e) 4042.1520006 !Unit 72 N 150 ft (lfTR lIS) & 40421480007 (Uni172 $]80 I't ofTR 115) ], Street address or addrcss~s (as afJ./Jlicabie. if .1.lread}' assiglled) Northeast COI'n~I' of DeSoto Boulevard & 22n<l Avenue NIl: 4, Coeation map, showing exaet 10<:atiol1 of project/site in relatiol1to noarest public road right-of-way (auach) 5, Copy of slll'Vey (NEEDED ONLY FOR UNPLA TIED PROPERTIES) 6. Proposed project name \if applicable) Bit! Corkscrew ISland Fire StatiO\! #14 7, Proposed Streelnumes (if applicable) . -- 8. Sile DeVelopment Plnn Number (FOR EXISTING PROJECTS/SITES ONLY) 8flJ>- CU-AR-11977 9, Petition Type ,- (Complete <I separate Addressing Checklist for eaeh Petition Type) DSDP (Site Development Plan) o PPL (Pl,ms & Plat Revie"v) o SDPA (SDP Amendment) o PSP (Prdiminary Subdivision Plat) o SDpI (SOP Insubstantial Ch,mge) o FP (Finall'lat) o SIP (Site lmj)l'ovcll1cnt Plan) o LLA (Lot Line Adjustmcllt) o SlPA (SIP Amendment) o BL (Blasting Pennie) o SNR (Street Name Change) o ROW (Right-o!~Way Pernlit) o Vegetation/Exotic (Vcg, Removal Pe,mits) o EXP (Excavation Permit) ~ Land Use Petillon (:l,1;ffi',*", Condit.i.onal Use, D VRSFP (Veg, Removal & Site fill PeJ11lit) .~Wook-E-><-t, Rei!-et\ll,l>8f)--F8r.ElIlG, ete,) o Other - Describe:_________ 10. Project 01: developmenl names proposed for, 01' ali.~ndy appeat'i.ng in, condominium documents (if applicable; indicate whether proposed 01' existing) - _.. 1 Ulease Checlc One; [;:!fChecklisi is tc be FlIxed Back o Personally Picked Up - 12. Applicant Name Rohert L. Duane. AlCP Phone 254"2000 Fax 254-2099 13, Signatu!'e on. Addressing Checklist docs not constitute Project and/or Strcet Name approval and is subject to further rcview by thc Addressing Section. FOR STAFF USE ONLY Primm)' Numbcr t () \ (., J..L Address Number.lQ.l "'.., 'Z. Address Number .3~~~ Approved by _Ji",...:..! M<>io........ Date D~-'Z3-D" Address Number -- ,r:....2()Ov\l006ll\J~\" '1>>L;011djli~\l'Iulll~c 20l.l7',RcHlhrnit',\:tl in prO:Jrcs". j\ug\AIJDRES,t:INOC'f'fECKUS"I'-fkY fl7{)H12o.Ull(.' ,-, ----.. .-.-.----, ----- --.-..- *** 3843863 6R: 4042 PG: 23lrft~m No. 7A b 26, 2008 Prepared by; mOiDlD I' QIIICI!I RlCOiIS ,j CQLLm IODJ'!l, !i?age 46 01214 Lauren Bartley 05//1/2001 It 01:5011 oilm I, BIOCI. CLlII Cypress Tjlle of Naples. Inc. COIS mooo.oo 9 [JO Galleria Court, Suite ]27 lIC iii 10.OD Naples, Florida ]4109 [I0C~ .10 Im.oo Retn: File Number: 124.06 CIPIISS!lmIl.PIJS 1110G.\l,IIIlAC'I/l11 IAPlIIPI H101 CU-2007-AR-11977 REV: 2 BIG CORKSCREW ISLAND FIRE CONTROL & RESCUE DIST Project: 2007010033 Date: 8/28/07 DUE: 9/19/07 General Warranty Deed Made tllis May 12.2006 A.D. By Diana TarJ.lley, 311 ul]lt],ur!ed woman Ilnd Michael G. MadblOn, an unmarried mall, whose address is: 4595 Chippendale Drive, Naples, F1arida 34112, hereinaner ca!lc:d tlte pantor, to Dig Corkscrew bland Fire Control Resucc DiltriCI, an Independent Special Dbhid and Polifical Subdivision of the State of Florida, whose post office addresS' is: 13240 Immokalcc Road, Naples, Florida 34120, hereinafter called the granlcc: (Whm~vCT ~ h=inthe ~ .~:onlor":ond "ermtee" indud~ .11 1]", p.vtics to llW in.~f1Jm<"t ~d lh~ Iwirs, legal f~efflI.ti~ and uaiGN ofiJ,dividllRI.. Mill tle wCl;CStQn and _ivu..r C<lIl'ouljon.) ParcellD N1Unlx::r' 40421520006 Together with all the tenements, e 0 jug or in anywise appertaining. Tn Rave and to Bold, tiles Signed, sealed and delivered in our presence: - (S",I) WjlneM l'~d Nam~ r~d; l{rj~ (Seal) Michac G. Madison WilneuPrinu.:lNIlffi: KII."JDY R./;VNG?-i'i~' Addfeu: 14 Park Avenue, Marco Island, Florida 34145 . Slateof Florida County of OJUier The foregoing inslrumellt was acknowledged before me this l2th day of May~ey, all unmarried woman and Mic11ael G. Madison, an unmarried man, wlto icl<>.p p"'r=.na OWll to me or who has produced ____ f: L [)L.. as identification. l':OTARY PUBUC.Sr,\1C OF F1..O!UDA ~ Lauren E. Bartley My Commissio.nE.J::piru: Commissior. /I DD4S4S70 Expires: JULY 25. 2009 I1MdrliTh.nJ^t1lltltl"Bonl1ln3Co.,lo~. DEED iIIdividuol Wl.lT1l\ly JX.ed. Lee_t (>n hce CI~'Choicc tu 3843864 OR: 4042 PG: 2394g~ Item No, 7A Prepared by: IJCOIDID 10 OmCIlL OCOIDI of COLLUI room, tiebruary 26, 2008 OS/23/2001 at Ol:\UPI OilGBlI. Bloa, mil: Page 47 01214 L.1LHCn Bartley COli 151001.00 Cypress Title of Naples. Int.:. Derll 10.00 91)0 Gallcm Court. Suite 327 OOC..TO mo. 00 Naples, Florida 34109 ittll: File Number: 125-06 musI TIlLl WLIS 1110 G.\ILlllA tT 1m mmlllUOI General Warranty Deed Made tl.is May J2, 2006 A.D. By Jobn tbe Beast Euterprises, LLC. it .Florida Limited Liability Company, whose flddress is; 4312 Altofl Road, Miami Beach, Florida 331..0. herciuafter ca.llro the granlOr, f{} Bit Corlu:i;rtW Islar.d Fire CORlml Rescue. Disln!':l. an lnd~udenl Stn~dal District aDd P61ilical Subdivision or lhe State of Florida, whose post. office address 1$: 13240 Tltlmokalec Road, Naples. FlCtnda 34120, hereinafter cnl1cd lhegrnlllcc~ ~us.c.dllCnlinlhclcnn-gnnt<<'"Uld'gnJ~.indudei..llth.=.p&rtie$l<:llhi'~I~lAAd1l1. 1~,..,.lega.l T<:f'r-=ntJlives~.lSSigrullr;..djvid"lIw. andlheSll~.uMI_it:nsgfcoopontiOll$) Wifnesseth,lhal the gruntor, for and in consideration of thc sum ofTen Dollars, ($10.00) and other valuable consideratioDs, rec<:ipt wneroofis hereby acknowledged, llcreVY grnnts, bargains, sells, aliens, rcmjses, rcl~s, CO"vcys and confirms unto (he grantee, all thai. certain land situale in Conier COlllUy, Florida, viz: ---=-=--. The SoUlh 180 roe' ofTm" 115. Golden "'''Y '1'\3l'1i' t1l(Jtr~hO pl.lthmohoeocded on PI" Oook >, -"''"~"-'~'.zr;;--~''''> " j, \,,) Parcel In Number 40421480007 ~ !' \ Together w;1b all U..loReonenlS. e ,,'a,Up, .e IOO}"" ",ioonywiseap","aiRiRg. To nave and to Ilold, the sat r$le r. I; rtl. l '::"J{ And the grantor hereby oovcnants \. id grantee that (he gi\I@() i ...~ Iy seized of said land ill fee simple; that the grnR'O' ''''' good right and lawful .nlbOlily 10' 1m ~ "Rd; Ula! . nW~ he"by fully ""'ITan" Ihe title 10 ",id 1,"" 'nd will defend the same ag3insl !.he lawful claims 0 1(P whGl~ ~ 'd land is free of all encumbrances cxcept UXes accnling subsequent to December 31, 2005. ./'11E Cn<... C\J In Witness Whereof, lhe said grantor has signed and se.:lied tues<: presents the day and year fint .above wlillen. Signed, sea/cd and delivered ill our presence: (Seal) W;m_J'rimodN_ Lauren E. Ba~ ------ ---:;> ^"'=. -------~ ~~~ }I?r~~ . ~ ~-~ ~ ~-<-, . ,-:;c'" .':' "" IS?,,') -' .1ob.l1-tire--Deas:t En~crytri!t~. LLC. a Fhlnda Ltmlted Llablhty Witnes.sr.inl~thm~~t)y J(6 YIVDL,f}5 Company Dy: Jabn Azari, Managin& Member !\dw-=: '311 Alton R\t~d, M;...,; ~ (Ijarido 331(0 State of Florida Counry ofCo[fier The foregoing instnunent was acknowledged berore me lhis 12th day of May, 2006, by John Al...,ui ll~ Managing Member of John the Beast- EntctriS:S, LtC, a Florida Limited Liability Company, wllo i!>f.3lo Jl ~~M"lIy \mown 1!L...IDc or who Jtas produced ft.- b L \ ('(::> C'f={? as lden!Uicatioll, '.8T\RY PUllUC.STATEOF FLOIUDA ~ Lauren E. Banley ~ Cotrlmission II U04S4S70 , Expires: JULY 25, 2009 My o.""nb.s"'D Ell>k",,: ~,'r.~l:d l'JuIl Ad.t.lllloe Ilomiing Co., Jut. DE€D lndi~i<h.llJ w........."'l' o-f _ LelIa( on F1.CC CIMCrS'Choi.... ,- '-"'-.._--,_...~.."' .____",.._,_~.u.. '".._u_ Agenda Item No, 7A February 26, 2008 FAST TRACK Page 48 01214 CU-2007-AR-1I977 REV: 1 Project: 2007010033 (i) Dote: 7/9/07 DUE: 7/30/07 . , . 'Oll'" AFFIDAVIT Big Corkscrew Island Fire Well, control & Rescue District being first duly sworn, depose and say that we/I am/are the owners of the properly described herein and which is the sub;ect matter of the proposed hearing; that all the answers to the questions in this applicalion, including the disclosure of inlerest information, all sketches, data, and other supplementary matler altached to and made a part of this application, are honest and true to the best of our knowledge and belief. We/I understand that Ihe information requesled on this applicalion must be comp/ele and accurate and that the content of this form, whether computer generated or County printed shall not be altered. Public hearings will not be advertised until this application is deemed complete, and all required information has been submitted, / . Hole Montes Inc. Robert L Duane As properly owner We I further authorize _ to act as our/my represe ative in any matlers regarding this Petifion. ~ Signature of Property Owner , Chief Rita Greenburg Big Corkscrew Island Fire ('nnt-rnl R- 'Rp~r.'le nistrict Typed or Printed Name of Owner Typed or Printed Name of Owner The foregoing instrument was acknowle~,:."re__~this A day of F;hfi /6 r1201:il by ei"a.-""p.l'lh..,"1 who'is~personaJ!!._~_~~~e/or has produced as identificalion. ~l -7t,_JJ,,~ -- State of Florida (Signature of Notary Public - Stale of County of Collier F1orida~ OTARY PliBLlC.;'"L'J'E OF FLORIllA ","" ,." __ "", hnr.!lFlJ.E N. HUDDLE.lTUN \ ~~ i CO~lTIissiou # DD589850 '.",-."".., ExplJ"os: AUG. 28, 2010 B81~B,:O 'RHtl:l ::rI;"ji'!'lc RfHnm(.,. W'j ,,~(. (Print, Type, or Stamp Commissioned Name of Notary Public) APPHCATION fOR PUBUC HEARING FOR CONDITIONAL USE - 4/14/03, rev 5/20/2005 co..- - ... I o~ LO l!I .0"1 i CD . '- 0 i ... . .... " - -" g ~ ..- CCQ) - COO> I "I :0 CO ..a 0.. 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Page 54 01214 "'" COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE DEPT, OF ZONING & LAND DEVELOPMENT REVIEW NAPLES, FLORIDA 34104 WWW,COLllERGOV.NET (239) 403-2400 FAX (239) 643- ) 6968 (i) FAST TRACK CU.2007.AR-11977 REV: J Project: 2007010033 Date: 7/9/07 DUE: 7130107 I CONDITIONAL USE PETITION ! PRE-APPLICATION MEETING NOTES & SUBMIfT AL CHECKLIST Date~~L: C)?{) Planner:~(1 b(IMt~ pro;"N'm"~5 UY~ r~ ~ proiect~rJLOcation:_h\,f:, 0 . \\..1 ' 22 Ave. ~.e, Applicant Name: A\o'oetLDu.ore Phone: 254'- 2.f.)f) ) Firm: 1to \~ Mmte.-s Jr\U, / Current Zoning: ~~~ Ow~, N,m" 1-1~ ~,y1tLFi\'E (" fl/lJrV1 Owner Address: \ '2; . Phone: RcsGt.t:. MCeting AttcJldees: (attach Sign In Shect) ~'<Strld NOTES: //14'- c_?;,,{, C<W(.~~ h.L t:.u'- ~~J:\f .1"lMJIU11\J(;: 4~,> ~c..o.\,,,...s. (b ~ ..ts """...~ ~"'i N"( Gct.-56;L::r ",,.., .... ~ <?o.,.,:>'~~ (iN ,4cc~,v<-Go. IN ACc.e;~~ M6KT, );; 0;' A~ pl.1"" ur.. T1 ?cu<-Y; .MALI._ ":>t.ALG- T ~,; C-\-\E;c1!.-LI::or; 'h'bl-\T' D1= ~ A$ V(~D' 'f~ .\be.... 60 'Tl4~\ \...G."'&T" 'M-- J ) J A.e.Ct+{~UrM J R B'J.J!.r::>u) cult...l. (~A:" ;?.P=;'~lil.et!rl1 L-i.J.L1Je;:R LDc, :< 0:{. t) B S'DI.:N nAP 0."\ ot..l!rvf!9:4;O,E:'7'Wl: .o'd'''r~ r~I1Lo"/4 a"s,,1C>-IO(e>ZZ',<.JZ? S7; ~ '7'-rrRrB-F,qe~ et99;"7Y'~':1' It>' _I"~,qar.:r~, '/ect#VL,.,4,.12 U5Ir ~ t'i"V1/.1O. """,uti ~"'7 -"5 ,-"etZ ~c-~ "F /f!bI1~~1Yfli"'Bc!") i 2cN'r-<G- ~T~v...c.l.- CD'fS L.J'./ liJe"t-'. .~ -h..', (" {jJl""0<:ct a..s- "'" off: 10(;'" \ 'c* ~ JR." " ~d. ~<-t:" ~r 0-..\,,", ev I\O.~ C. ' ",,-d-< ~ ~ , Agenda Item No, 7A February 26, 2008 Page 5501214 . . -- CONDITIOr-,lAL USE i ) (CU.jA~PLicJ"TION i SlJBMITTAL CHEtKLlST . THIS COMPLETED CHECKLIST IS TO BE SUBMITTED WITH APPLICATION PACKET IN THE EXACT ORDER LISTED BELOW W/COVER SHEETS ATTACHED TO EACH SECTION, NOTE: INCOMPLETE SUMBITTALS WILL NOT BE ACCEPTED. #OF NOT REQUIREMENTS COPIES REQUIRED REQUIRED STANDARD REQUIREMENTS: Cover letter briefly explainlna the proiect 20 X. Application (completed & signed) (download From web.ile For current 20 )tJ Form) 'Additional set if located in the Bayshore/Gateway Triangle X Redevelopment Area) 1 Addressing Checklist signed by Addressing 1 7\ Pre-Application meeting notes 20 X Conceptual Site Plan 24" X 36" plus (one 8 Y, X 11 copy) 20 ). Caples of Warranty Deed(s) 2 )< Completed Owner/Agent Affidavits, Notarized 1 ') - Environmental Impact Statement (EIS), and digital/electronic copy of EIS /( or exemption justification 3 Aerial photographs (taken within the previous 12 months,min, scaled 5 )( 1 "=200'), showing FLUCCS Codes, Legend, and proiect boundarv Statement of utility provisions (with all required attachments & sketches) X 1 Traffic Impact Statement (TIS), or waiver 7 )< Historical and Archeological Survey, or waiver 4 )< Caples of State and/or Federaj Permits Architectural Rendering of Proposed Structure(s) 4 J<v Electronic capv of all documents and plans (CDROM or Diskette) I )( letter of no objection from the United States Postal Service, x: Contact Robert M. Skebe at (2391435-2122, 1 il(ff.ij"IlI~~li'i.'"''''\E(''''' 1/:,1)""1' "hTC"u'''r~- '"'''olt"'?''' . ""', ii?:~~~~V!:~~~~g~t~I~I~~~~;~~;~mf~~d,~fa~:\ifJ~!~~~~~i~t.;~~?~~;~-i~~r::j";I:N,{:~:y~ti;~ , o EDe "fost Track" must submit approved copy of offldal oppllcation 2 1,J.S(r 10 r( "- 1\ ,>\ o Affordable Housing "Expedited" must submit copy of signed Certificate j;~~~~~IC, of Aoreement. PLANNER MARK IF NEEDED TO BE ROUTED TO REVIEWERS BELOW: ~ ~arJ Comments should be forwarded to the Planner prior to the due dote '-. Uo...'!. SCHOOL DISTRICT (1) PARKS & REC - Murdo Smith (1) SUPERVISOR OF ELECTIONS (1) UTILITIES ENGINEERING - Zamira Deltoro (I) " COMMUNITY PLANNING (1) COORDINATOR - Lindo Bedlelyon i.. BAYSHORE/GATEWAY TRIANGLE (1) REDEVELOPMENT Executive Director Communications Towers Only: MOSQUITO CONTROL (1) COlliER CO, AIRPORT AUTHORITY (1) NAPLES AIRPORT AUTHORITY (1) 2 ~~----,~".. ,- ,-.--..---.- -.--- Agenda Item No, 7 A February 26, 2008 (, e Page 56 01214 FEES: , ) ,ffi \ Pre-application Fe.e $500.00 (Applications submiHed 9 months or more after the date of the last pre-app meeting shall not be credited towards application fees and a new pre- applicalion meeting will be required,) j $4,000,00. Application Fee $150.00 Fire Code Review $300.00 Comprehensive Planning Consistency Review $760.00 Estimated Legal AdvertisIng Fee - cepe Meeting $363,00 Estimated Legal Advertising Fee - Bee Meeting ~ (any over- or under-payment wHl be reconciled upon receipt of ~rJ\ . Invoice from Naples Daily News). , $2,500,00 EIS Revle,,!, if required ransportation Fees, If required, 3' $500.00 Methodology Review Fee, il required >i- ~l.- 5<;4lA s-roJJ?j I:f' D $750.00 Minor Study Review Fee, if required A-I-'O~ D . $1,500,00 Malor Study Review Fee, il required *$'1500.00 if Iiled In conjunction with 0 rezone petitjon OTHER REQUIREMENTS: 0 0 ) 0 0 r ii, REi!, (!.f/!f,e--rl4&.n'cd '-0' 'p!-t'CS .- 26"% preserVe ~. i.--/s+ed 5'fUCf".R5 SuO'<fj M pl.(txJl (J/ltiV1){e. BeCtr j Pa/1j!W dafct 1}1 i12/qjlc;.1SI1'! wi si-l-~ IJ(}1-~cl'ld na ver/I1M{., PreStJrt'f, Selo.cI1M );JVOf.,l 011 t../JC :3, cJ5".() 4 #.3, /.4be/ ~ Sht/N ~e C'.1t/~. Oi) 5/ie Pkrn. :T-nf?,: 5elj;>t/:c}( lsj!d 8M"" tr"StI.&e. 'Nut-. . ~Nl,,^).....l~Ju1i --}]; ~~~ ~{~!/SD6f'~~~ -. Applicant/Agent Signature Date 3 29 06 09:293 C~Jlier Co~ ADDRESSING 941-659-5724 Agel)B<I llem No, 7 A c ll'.:::;;:a )u n M lAND DEVELOPMENT'~ February 26, 2008 ~. ---.. ......."... ~D.... . ..,. CCTY ADDRESSING I@OOI/~e 57 01214 I " doo(p. Dq~ i bRESSlNG CHECKLIST , \ Please complete the following!lllil submit to the Addressing Section for Review, Not all items will applv 10 every proiect. Items in bold lvDe are required, b() I 1, Legal description of subject property or properties (copy of lengthy descriptio" may be a~Jhed) I Section 28, Townsb,ip 48, Ran~e IS Golden Gate Estates Unit 72N & 728 \"i?O T.-act 115 2, F<>lio .(Property ID) nnmber(s) of above (attach to, or associate with. legal description ([more than one) 40421520006 & 40421480007 3, Street address or addresses (as applicable, if already assign, '..') Northeast Corncr of DeSoto Boulevaro & 22'. Avenue NE 4. Location map, showing exact location ofprojectlsite in relation to nearest public road right-of-way (attach) 5. Copy of survey (NEEDED ONLY FOR UNPLATTED PROPERTIES) 6, Proposed project name (if applicable) Eil! Corkscrew hland Fire District Headollarter. - ~'\~'(" "\1:=0 _ 1 ~ ~ l!v\,-, \.Y'1T 7, Proposed Strect names (if app/icalJ/e) p\p~avc;1:J t='\\" \\:-\\ s \"\ iit(,,=- 8. Site Development Plan Number (FOR EXISTING PROJECTS/SITES ONLY) SDP 9. Petition Type - (Complete a separate Addressing Checklist for each Petition Type) j SDP (Site Development Plan) D PPL (Plans & Plat Review) J SDPA (SDP Amendment) o PS1' (preliminary Subdivision Plat) LJ SDPI (SDP Insubstantial Changc) o FP (Final Plat) o SIP (Site Improvemenl Plan) o LLA (Lot Line Adjustment) o SII'A (SlP Amendmc'I1t) D BL (Blasting Permit) o SNR (Street Name Change) o ROW (Right-of-Way Permit) o V cgetationlExotic (Veg, Removal Permits) o EX}> (Excavalion Permit) IS! Land Use Petition ('\larianee, Conditional Use, D VRSFP (Veg, Removal & Site Fill Permit) Baat-ffflGk-E.:t., Rezonc, 1'00 H,;:ane;-eleo-j o Other - Describe: 10. Pwject or development names proposed for, or already appearing in, condominium documents (if applicable; indicate whether proposed or existing) 0'_- J 1. Please Check One: rgj Checklist is to be Faxed Back o Personally Picked Up 12, Applicant Name Robert L. DU3lle, AICP Phone _254-2000 .Fax 254-2099 13. Signature on Addressing Checklist docs nol constitute Pwject and/or Street Name approval and is subject to further review by the Addressing Section. [i'OR STAIIF USE ONLY 'rimary Number ,?S,<:g ?, ;:;:...,9:at. '\.ddress Number JC\ In 1 , \ddress Number \C'\ \ &, 1 C>___.. .Ie / d -;;;Ji' ~o ~ \ddress Number Approved b t:UOO6\2006092\WI'\RQRflC 2006\CU Rezone ADDRr::S~'lNGCHECKLJS:T.04_dOC' -. .,- --- ~-'...__. ._------. -- -- - - .-... -- - ~- ....---..-. "~--.'- '"".....- -.--.-- "--.- __M._ ~ ~ \ h '::: <(CO"" r--b~ O~......., Z'~, 0.. . :g 'ID,CO E.N__U) ~ ~ lU . <lJ ~m Gl i2 ~ -~Ol - ro.m. ':> 8 ? ctl 2 Ll.;' , -o.D Gl r \ c: Q) 0=: ~. ~LL. - <( c "';&" -'..' ~ "",i . :: Q. 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'" r.., . ~ ",.. ~ ~ / !'J;:3...J ~ S ~ ~ 0 0 " ill < " o 1- Z :;;; Z ~ 5 :J 1- m ..J <{ r W ~ <'3 go II t ] u z ~ N.....:S 01 I 00 u.: . 7 .J W ~ 8 &. >< Ul (I) tn ~ '--'--' W (,oJ I-- - r-- Z <( ...;:...;: j ~ U U 0 "'.. is <5 i5 r.! ~ ?; ~ ~ ~ t ll:;Cil:..~....l'"~ I ' , · I I J.. ,"...~~~,","~~~ " . '1 : i ~ , , , , 'I : : ".UQ StUll :JI>OJ~ ;OOl!lll I 1 ~ ~ 1 I ; g'i!n5(;~:;;;;; ._-"-~- ------ 'SG;:>,noslU J:bOIO~D'l;:>JO JO ,,!JO~5!'1 bUfjDUb!S9P' aJ.lI\Of; ~\"no:) __________ __. ________ IO!~!/JO ay\ a.lO sdot'j ,(11P'qoqOjcll""!IiDI"&OY:>;"/"l'D16IH aYl ~3HIO DNINOZ :NOISII\JH lSVl _._-~-- --" .----.---... -..--....,----- Agenda Item No. 7A CU-2007-AR-11977 FebRIiI\J:2~ 2008 BIG CORKSCREW ISL.5:mJ 62 01214 FIRE CONTROL & RESCUE DIST Project: 2007010033 Date: 8/28/07 DUE: 9/19/07 Big Corkscrew Island Fire Control & Rescue District Station #14 6.465 Acres Gross Water Management Report r \ By: Hole Montes 950 Encore Way Naples, FL 34110 ~:::: c:~ ~ '-';>,s-: ,,'''', 0 .. /". Jerry C. Neal, PE 26646 ? ,// HM Authorization # 1772 ./' Y August, 2007 Agenda Item No, 7 A February 26, 2008 Page 63 01214 + + y COUNTY PROJECT LOCA TION CAUpe Kf:AJS tw., ni.COOCHEE """'" - -!-fi" LEt 00ulity ,~ . , - I + t 11.ORIDA PNflHER NAllOtW. 'I'II.DUFE """'" '-l. 0 BEllE "EAOE <-;, "".. """"""',. <STAmI ~ r AKAHA TCtlEI SlRAHO ~ SlATE ... """"''' 0 0 COf'ElAND IIOIlR<IE COOIITY VICINITY MAP -'-' -."---"'-"" .'-..-'.-- Agenda Item No, 7 A February 26, 2008 Page 64 01214 I 22 23 24 19 20 ~ 21 22 ._-_._-~- NA L~~-:-IMMOK LEE ROAD _ (_C.R. _84 .) ___, , I I , 27 26 25 30 i 29 28 27 I I _________...___ ._._.__u__________ ___u_."_' _. __.. .. ----....,1- .,".".... __ - __0_- _ _____ _~ u_ ___~._____. ___"___' ~ 34 <D 35 31 32 33 2 -<t 36 0 co 0:: ci.- _______,,,_ ..___" "..----... ,,:;:,..---------, ---------..- .__L,.__,....____, -. --- ~ -- ---- 0 I::J i - .-- I :J ~ 6 0 5 30 2 . 1 en 4 3 2 <( I i I I o .. 0:: I i I(/)' I - -- -..~ - ---,--------' ,-,-' ..--,' i.... - ...-- "I! . ..1'------- -,--.. ---- ---------1----- ",,, " " " , , " '-1 o ' W ::;: i > ::;:' I W - ,-- -------'1--------....,.. .,..._,_.__._..__.1 .. .. ~ ,- - --- I --",-----. . - , ---- ---.- -,-,----.-..------ ----------- ____w_'_' I i 15 14 I 13 18! 17 i 16 15 14! i. I I___OIL WEL~ ROAD I I d__f:! 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Agenda Item No, 7A -----.- ~, 08 Pa Of' 14 Jtin ..lnl~dOlId 3.0l"..r.ooH ~ j ~ j h , ----:00...-----'.""""".1; ~ . 0 ~ d ~ i . ~ ~--.. ~ '!I.~5~~ oj . o. 1 ~ {:! z ~.., 6 N , ."'- loJ 0 LL': I" l': I ft. 0 =',J jq i . i ~ ~\!;' ~ ~ 'l!! ~ e g a a~ 0 oll' <l I Ul r N , ,& ~'" ~ ~. I I . II ffi m:.'.",' D[.'~'I]'['" I~~ 'I: I " ,. '.'"'' .' ..' 'I , ~""" ..' I ' w 1\. '.. ,'. " 1 ...l~:;'_.', : - . ',; ! ~ ". !I'I~I ' hi 11 ."IL i--";, "I !~. 'I. ,. JI i!" ~ .' ~'I z !., 'I ,~ ,.~ . < 'l!~ h :iW i ~j II ~ i!1I1 ~ll~ ~ Ib ~ w 'ill' 1,1; I "I- a: . . .' .. Z ~'l"!I' i!~.! n ~ ... _ ~ Jli .. '<.' ~ l!. ~ 0 z_,~;.. . ~ w j!i!!P'lli/', q ~ . I . ffi' , ... p!Ul!l II ! '~Il .~~' . ~ -' ... .0...'. :~~S' ~ Zt 'lW, W: .r >0 ,_~ !t i~~'\;g '. <(g i~~l, - ~:-jj . "l::s Un" . ' c "e! ~ l "'- a N N :' I~; ,'i li~lh ~! . ~:I'l! K:i! ~i It i~ ~ill i rii! ~i fla !t~! r ~I ; ,II . J. ! ~ - - ,,~ ~ ~ ~ f ..~'; : ~ , :~~.. - . ,/10 I I,:t B ~ I i ~ ~ i , ...., I . : CI I . ': H~~nllP'H i :z: '<t I ';0 ~ I I .O~dd"""/!lo1:'::l..~ ~ oe( T"" J:; d : >- .. I "" ",.", ..J~* I .:; J~. l t a: CIl I .;:~ ;"'_ I L- ..,' J~.i H I lit - .J.. I ;1' "! I i ~ ~ H;"~'lH." ~ ;=og 1l~ ~ (I l"i <<<> co <> <> d d ~ d d d d -''' w ~ 0: ,; iI .' I::) ~ , . . , . , '. I . , , ., , I- - l UJ p.... a: ~ 'w " ()oo I -.."-l' : U'J t!!: C/) -'-------7 - , ,. ,::> I I! i ~ () 1 : t> : ":. I ~ ~ w _~ \ I :.: ~ ~ \ ~ . Q "a: W :J :h I l i "!. sf1li i I i.' , !~ ~ ! . ' ~ k d ! ~ h I 8 g; iil r;"1 : ) ~ : ~ ". . .J ~ I ~ ~ I ~ ~ ~ S a ~ '-t U. w .1, , ,_,__L..___ ------ ----, I'.. i : . d." L I, L. Cl 0: ~Q! : .:: : ffi ola._ .,_,,,;-::',~".".,," Ie. I ____..._..l______ l: I :i ;~i" _____~._~~5'_....__ .1ll)"MllI.Ol.6l~S _ _ "-'''.......1J1ll)1I!L 1O.0\&LOO5.. -~~,' 1_ _ 18 !/l![,:i-~ " ,lIOor, ~ ,ooor, .: ....01,6l.oo. - -------- u ~;ii ~=~:=:_:~:___~:=:~:=:~_:_'-:'-- -..:,::,::::::-::::~'::::::::::,:::::::::~:_--::::::: I! ii!! Ie -"'0"';;";' ,~,.'I{ __m_'m__mh_______________"" / ----- H IIlli I' \111 ~ ~~ !"OA 10 OJ.OS30 \, ( ~ii ~!I!:j i' ,-[ .. \ 1\ .. (Milt JalM ,001) 1 I ' " S ------l-i I -.:t.o,;jii.l-----~~-~~---~ ----- ------ - --.. - -- --~ ----~-- -- - ------- -r-~---~ -- ---~-. :. l '\ - " -,._~...__..._~....................-._. Agenda Item No, 7A February 26, 2008 Page 67 01214 Fire Station #14 Narrative The subject 6.465 acre propcrty is located on the north side of22,,,j Avenue NE and east side of Desoto Blvd. in Section 28, Township 48 South, Range 28 East. The discharge will flow to the on-site preserved wetlands, then thru the on-site wetlands, to the off-site swale located in the southeastern corner of the subject property. There will be 0.46 acres of on-site SFWMD's jurisdictional wetlands impacted. Land Use Summary: Building/Roof 0.405 ac 6.26 % Tank & pumphouse 0.048 0.71 Pavement 0.820 12.68 (excluding RfW) Gravel lot 0.046 0.71 Concrete/Sidewalk 0.059 0.91 (excluding R/W) Water Management (front) 0.354 5.48 Water Management (rear) 0.378 5,85 Preserve 1.819 28,14 East Buffer 0.214 3.31 West Riprap Buffer 0,082 1.27 Desoto RfW 0.207 3.20 22"d Avenue RlW 0,587 9.08 Landscape 1.448 22.40 (excluding RlW) ---------------------------------------------------------------- Gross Total Area 6.465 ac 100% Desoto RlW (dedicated 0,207 acres at 30' wide) Pavement 0.021 ac Grass 0.186 22nd Avenue NE (30'x853' = 0.587 acres existing easement) Pavement 0,164 Gravel 0,045 Grass 0,378 We are applying for a constl'llction pcrmit for the entire site. -,-- ---"-"-_'0'__'_.__.""- --.-'" --'--"-' "----.---- ;. .~ .., " f.',. .:',1 .' ~:'.t' :". m No. 7A .....; .,;', ".:', :',1:,_ ",:,'t '; .... 26,2008 . .~t :..t,......t.'.:.'.~I...:.:..!. " 68of214 ~,'::,,-: '. "':<" .,< ,"':,;-":..< ,:,'~. ';. '. t..... ,',1.', :'t' " .;. ..... '", l( .!:~:<<~:' i. .... !:. . '. -' l~! ( " I , I I ') , , I . 1', .a, . , I ", r \l I I ~ t!J ~ I I }."" I I ell . I I --\- ~ 'J II It .. I I I "J, , .. ,0' " : II I I , II I I ) -+-- 11 I I II I I r .. . II " <l ,,' , iI e ~ I \ i'>- iI I I - Ii I I II ~ I 1\ Ii Ii ~ I . " ~u I M . II '" >, l~. I'. , C' "I I - " I , , "I I -4 " "I I " "I I ~ 'I \j -'l\' ,00' -S ... ,: I I VI ! iI I I ~ "I I A",. . ~ I"a (---' l' ~ ", ;;? Y II ~ I ~ ~ ~lll I I ~ ~ : Ii I I 1')1 .'\ .. ..' .' II · " UI ~ ." ,,'" I ~ I j .{ ~ ' ~ " ~g , ! ~". , "I I 11 "~ ! ~! 1 j " Ii) I: I 8 I I 1 f ~l " 11 I ~ I ~ ~, ....." I I ..... ~ ':.. r r ,J ~ U. l:I . . r--~-- ",/1 if'1., . ... I I I' Ii I~~' I . ~,1 " I.. ! I 8~i i 1\1 "I I ~ b , ~ ~I I: iI I I ~ -I "I I ~ l _____11, :: , ~, ,_._.::.:JI II I I ___________ _____________ ____________J u - - - - I 'Ii- ' /. '-- ,__....,..l ,_____...... ..__" -------....-- -.l. -.., ,.......--- ---- H ON ~....a 'OIU M.,OI.oLOOS ~..l-..._l .1~... ~un.~ ~__ 08:),1.4-- -------s!~- d5J ....:i.- ~ 'l. ~I '.a t") "lo 4), -- 'Jo, -~---~:_::;;_-avOH ')~- !~ -----;: g ., ____~-~~.----"""'!I;"--_-----"'tt-------r-... . ~----.. 1>, ---;L---~- -r.------~g r It m No 7 A Agenda e 008 I I February62g6, t 214 I Page 0 ~ ,I ,",'. 30' I .,.::.. 7' . I DRAINAGE ~ . ". ...____1 EASEMENT ' 'DQ ,~" ' '~~=r:::f'. I r \. .-.,( ; L.lo....1 ,,,: "~ . \.." "I . I"g . ...... " ". o 10 " : ~ ~ '..'. . '. ~ " .. . ". . ,. 0 ..-S . " v. '. ~ I w I") ., . ~ '>- ' , ...." .. - "' ~" ~--\'. .? .' n b , ' '0 "- .,:, ~ .. -,,"', -.-. I g I d ~-J '.. -.-..- Z " v-' . I") ~ .. . - , ~ ~ ~ . . .. ~ .. " . C>L ~ .. . 57.1' .... "'. '...... .. ~ .. . ". . " .. . - W -- OL '.. . . 0 . ~..~ ~ . . -, , ~ ., ~ " .. '. ;'-- ,::)- :". ilL ~ .... .' '... ,,~. .'"~~ .... { . . '." -\N' ~T 1 1 '5, ': : NO~;7~~',,:,,' ~ .. . . pIWPOSEO"" , ,'..pRESER~, , ..~ UNE' 50 .., . . ~ ~ ~ . ~ , '. . . " "" '" . . ~"" "" "" "!<<" .. ~ - ',1' JOe ., b " _ HW II " - " " ~ " . , . " .. --: " C8-24 lAE-5 ,~\:L; /,'j ", P_! j, , " , "... . II r'" R/W " , " ! -- -<7 - - PROPOSED - 10'I'nDE GRAVEL DRIVEWAY _. ,_..--.,. Agenda Item No, 7A February 26, 2008 Page 70 01214 Site Analvsis (front watershed = 2,635 acres) Building/Roof 0.405 ac ]5,37 % Pavement 0.820 31.12 Concrete/Sidewalk 0.059 2.24 Water Management (bottom) 0,201 7,63 Basin side slope to el ] 8 0.152 5.77 Landscape 0,998 37.87 -.-------------------------------------------------------------- Gross Total Area 2,635 ac 100% Site Analysis (rear watershed = 0,517 acres) Tank & pumphouse 0.048 9.28 % Gravel lot 0.046 8.90 Watcr Management (bottom) O. I 72 33,27 Basin side slope to 17 0.053 10.25 Landscape 0.198 38.30 ---------------------------------------------------------------- Gross Total Area 0.517 ac 100% Proposed front & rear watersheds: Percent of site pervious = 1.774/3.152 = 56,28 % Percent of site impervious = 1.378/3.]52 = 43,72 % Agenda Item No, 7A February 26, 2008 Page 71 01214 Water Quality First one inch treatment for front & rear watershed 3.152 acres (3.152 acres total) x 1.0 inches/12 = 0.263 AI' 2.5 Illches x % Imperviolls = Total site area - (water surfacc + roof) = 3.152 acres - ( 0.0 ac + 0.453 ac) = 2.699 acres for watcr quality pervious/impervious = 2,699 ac - pervious = 2.699 ac - 1.774 ac - = 0.925 ac impervious for water quality = 0,925 ac /2,699 ac = 34.27 % impervious = 2.5 inches x % impervious = 2,5 inches x 0.3427 = 0.86 inches to be treated = inches to be treated x (total site - lake) = 0.86 inches x (3.152 ac-O.Oae) x( 1.0 feetl12 inches) = 0.225 ac-ft required detention storagc The required volume of storage is 0.263 ac-ft at 100% 150% x 0.263 ac-ft = 0.394 ac-ft REQUIRED Water quality elevation for entire system starts at elevation 16.0 The total water quality volume is met at elevation 16.9 I NGYD ( 0.394 AF ). ._'---, -, --'.-.,--------- ._--~ _"w.m -- Agenda Item No, 7 A February 26, 2008 Pae7201214 18,5 18.0 Q -- > 17.5 .---- -----.----- ---- '" / z ,'; / ~ 0 :p / " > .. -.; 17.0 V - -- ~-- --A 16,91 "-1 fJ' ;;ll / >>1 16~ 1-, .~I -- .~ V JI '-I ~I V ~I I 16,0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0,8 0.9 1.0 1.1 1.2 1.3 dei:en-tion basIn stornge in acrE'-feet >, " Storo.ge In \tIo.ter Mo.no.geMent Bo.slns " 0 " k . -e d )0 / . -e jj " x . / )0 ~ / ru '" D / Big Corkscrew Fire Sto.tlon #14 '" D D ru / r August, 2007 Agenda Item No, 7 A February 26, 2008 Page 73 of 214 Water Quality Volumes (AF) Stage-Storage Volumes Elev. Front Basin Front Swale Front Site Rear Basin Total Volume 15.0 0 0 0 0 Ac-Ft 16.0 0 0 0 0 16.5 0.118 0 0 0,093 17.0 0.235 0 0 0,199 17.5 0.390 0 0 0.335 18.0 0.545 0.100 0 0.566 19,0 0,898 0,200 0.97 1.035 -'-.'~---'---"-- "......_--~.....-.,- .--.,-- Agenda Item No, 7 A February 26, 2008 Page 74 01214 Soil Storage Front Basin: (total area 2.635 acres) 1.774 acres = Total pervious Bottom of Dctcntioll basin = 0.201 acres 16.0 = average grade 15.0 = control elevation ----~--------------------------- 1.0 = storage depth From Chart on page E-3 Figure E-1 0.4 = inches cumulated available storage (1.0 depth to WSWT ) 0.03 = inches of soil storage (0.20] ac pervious /2,635 ac total x 0.4 inches) Sidc Slope of Detcntion Basin = 0,152 acres 17.0 = average grade (16.0 bottom + 18,0 top) 15.0 = control elevation -------------------------------- 2,0 = storage depth From Chart on page E-3 Figure E-l 1.9 = inches cumulated available storage (2.0 depth to WSWT ) O. I I = inches of soil storage (0.] 52 ac pcrvious /2.635 ac total x 1.9 inches) Landscape = 0.998 acres 18.7 = average grade 15,0 = control elevation I -------------------------------- 3.7 = storage dcpth From Chart on page E-3 Figure E-l 7.4 = inches cumulated available storage (3,7 depth to WSWT) 2.80 = inches of soil storage ( 0.998 ac pervious /2,635 ac total x 7.4 inches) TOTAL Soil Storagc in front = 2,94 inchcs I Agenda Item No, 7A February 26, 2008 Page 75 01214 Rear Basin: (0.517 acres) 0.423 acrcs = pervious Bottom of Detention basin = 0,172 acres 16.0 = average grade 15.0 = control elevation -------------------------------- 1.0 = storage depth From Chart on page E-3 Figure E-1 0.4 = inches cumulated available storage (1.0 depth to WSWT ) 0.13 = inches of soil storage ( 0.172 ac pervious / 0.517 ac total x 0.4 inches) Side Slope of Detention Basin = 0.053 acres 16.5 = average grade 15.0 = control elevation -------------------------------- 1.5 = storage depth From Chart on page E-3 Figure E-I 1.0 = inches cumulated available storage (1.5 depth to WSWT) 0.1 0 = inches of soil storage (0.053 ac pervious / 0.517 ac total x 1.0 inches) Landscape = 0,198 acres 17.8 = average grade 15,0 = control elcvation -------------------------------- 2.8 = storage depth From Chart on page E-3 Figure E-l 4.5 = inches cumulated available storage (2.8 depth to WSWT ) 1.72 = inches of soil storage ( 0.198 ac pelvious / 0,517 ac total x 4.5 inches) TOTAL soil storage rear = 1.95 inches " ._-^--,-~..~ ,_..~- .-." ---.-. -- -'-'.-.- ,-,--~- -,..'._,.-- . "-'--'-~'-"" .,.--....-. Agenda Item No, 7A February 26, 2008 Page 76 01214 Allowable Discharge 0.04 d's/acre = allowable dischargc 0.13 cfs = 0.04 cfs/ac x 3.152 acres Discharge through Control Structure 3-inch circular orifice with invert elevation 15,00 4.0 fcet wide weir with crcst at 18.10 The system needs to rccover after each storm event by hour 360 Time of Concentration = 12 minutes = 0.20 hours Summary Computer Runs Elevation E]evation Discharge Design Storm Inches Basin Front Basin Rcar CFS 5-year ] -day 5,35 17.10 17,10 0.32 ]O-year I-day 6.29 17.38 17,37 0.35 25-year 3-day 10.14 17.97 ]7,97 0,37 100-ycar 3-day 12.15 18,66 18,66 0,00 Calculated discharge ratc = 0.37 cfs Howcvcr, the 3-inch orifice is the smallest size permitable. Based on the above data, set as a minimum: Parking lots 17.4 NGVD Streets 18,ONGVD Finish Floor 18.7 NGVD Agenda Item No, 7A February 26, 2008 Page 77 01214 Storm Water Management for 22nd Avenue N,E, Required storage per linear foot of road on each side: (1" x30' )/12 = 2.50 SF at 100% 2.50 SF x ISO % = 3.75 SF at 150% Provided on each side: 4.13 SF of storage ii-om el16.0 to el16.8 (refer to cross-section) WcS-2 is the weir at the eastem end of the highway swale, set pe'1Jendicular to the ditch. The top elevation of the concrete wall is el16.80 and there is a 3-inch orifice bleed down at el15,Q H: \2006\092\wp\j cl1\stormreport2007 ".'--~ ....._.-.- _.._~- _._-'-~"~ --..-."-'-.-",, Agenda Item No, 7 A February 26, 2008 Page 78 01214 fI/(j "'au fI/(j " '\'? '\' -'" '" '., \D co ~ ~ 3< d ~, 3< ~. '/ '/ \D ...; (U --' (") 4 0 co -I-'tri ru 0'91 )a ~ ~III~~ 3<~ '" (U 0; 0 M ~ (") of ..". 0 (U +'ui ru ~\I~~ 3<0; <J '\. '" Q; 0 W ~ z Ol. e'. Q) --?--- )< '/- :5 C /", ..... /", Q) '" fI/(j P1D \ ~ > \ > '" <l: \ ill \ (Xl ~ \ \ C \ 0 (\J \ +' \ (\J \ 0 '" \ Vl - (") L'j,j ]03 t (lJ I ~ 1 q 1 I 1 0, 1 '/ 1 1 /", 1 1 i (U I '" I (") I ru '"' I If) I M 4 '" I 0 I co +'ui I )a ~ I iu 0'91 ~III~~ I 3<~ '(,-h '" '" 10' I I ru ~ " II M of II Q; II II II ;... in II , I D II ~ " .". II --' \\', II <n h II --?--- " II /tY'l (U '! ~ aU!]..Ia+uaJ II fI/(j II , I Agenda Item No, 7A . February 26. 2008 0 Page 7901214 > << ,2 W 0 w Vi '" << '!! (I) 2 '" 0 W ;= (I) ..<< w w> '" '-' iE "'w 0.. .0 0-, - ",0 2W ~ ",d w w D !iw~ > z O"w '" >-- :::> >--"'>-- w VI 6:::1 i3w Z 0 0. ~ W", '" <( ~OCHl:~ ",Z ,,'" '-' o.::J w", ~~tl~ ~ UlD x \ w fr::UvO ~ 0 ro J ... 0 ~ ... - w oj en '" "! - - . in -' ~ ~ - 'n N W W -' ,:,:,.. w -'.'", ~'f l' <Ni" \ ~g ':>-' W"'< <V o to ~',.:. :r::gl):: ~ n;: f::: WI'-' fi ~CCCl in _i~ - ~ :'::< O:>:I:Z "'~ -' 0<"' '''<t~ "' V1~W -' \ . w" W ",ill "'z", 0. ,.. ~~ft 0 \ >-- NO:> 3: I " ..... (f) >.0 >-' () ..... . OZ VJ ~ in oj " - W 0 Vi 0 2 .0 0 i= -' w 2 " }'! 0 >-- W >-- 0 0 ro _.~. - ~_.,.^ .-....-.., ..-.-.-'-.-.-----.--, -_._--~- Agenda Item No, 7 A February 26, 2008 Page 80 01214 S' I 4' I EL 19.77 EL 19.10 TOP EL 18.1~ I WEIR EL 18,10 PERIMETER BERM CJ I CEMENT I 3" DIA BAGS INV 15.00/ I EX. EL 15.0 0 EL 14.5 EL 14.0 RIPRAP CLEAN STONE 4"-8" DIAMETER OVER FILTER CLOTH END VIEW N.T.S, Agenda Item No, 7A February 26, 2008 Page 81 01214 - PRESERVE SIDE """""" ""' \ RIPRAP AND CLEAN STONE CONSER VA T10N CEMENT 4"-8" DIAMETER EASEMENT BAGS OVER FILTER CLOTH - ~ TOE OF SLOPE N --- --- ~ N ------ - - EL 17 - - - - - ~ N ------- --EL18----- - - - - - - - PERIMETER BERM - - - - EL 18.1 - - - ------- - - EL 18 - - - - - - w .;,: I~I ________ - - EL 17 - - - -- - - -,q - - - >IDE I I .;,: - - EL 16 ~ ~E OF SLOPE RIPRAP CLEAN STONE 4"-8" DIAMETER OVER FILTER CLOTH DETENTION BASIN SIDE PLAN VIEW SCALE: ," ~ 5' RE "NAVD" --- ---- ------ -~~,.... --_.- Agenda Item No. 7A February 26. 2008 , Page 82 01214 I I I , 0 ~III~~ ~ ~ J , W , :i 'w~ : .~~ ~~~ I v<: n~~ : NW I ;;: W -,,; >,., N WZ 0 Vi 'v aWD::r ;2i5~b ~lii~d '" <: ~i5e1 ~~~ 0,0: '", v!!! J 0 W W ..J < ~ (/) C\I >- M/" I < , I ~ , (/) 0 I ,; , () 0 , J , < w ~ I 0 , I 'w I a: ,-: I I I a: , I 0 , , u. , 0 I 0, ';'.!l > I I z , \ ;:;1 '" ,~ ~ I '" I. e , I ~ , 0 0 I ~ \ ~ I ;;: J 01 W '-> N '" ~I >tI! .,; c -, ~ ~ ~, 0'" .. '" I z u W '" 1 ~ 1 'N 1 '" ,- /'1 1 , , ~ I , , 0 1 ,-: 1 J Hlllj w , I ., Agenda Item No, 7A February 26, 2008 Page 83 01214 Big Corkscrew Fire Station #14 5-year I-day .m__.'~,~ ---- ...-- .><_ m _...~-.-- Agenda Item No, 7 A Cascade 2001 Version 1.0 February 26. 2008 Page 84 01214 File: 5yr020l07 Date: August 15, 2007 Page 1 -, --_.._-_._--~""-._---_. --- ,""_,- Project Name: Fire Sta 11-14 Reviewer: Jerry Neal Project Number: 2006,092 Period Begin: Jan 25, 2007;0000 hr End: Feb 14, 2007;0000 hr Duration: 480 hr Time Step: 0.06 hr, Iterations: 200 Basin 1: Basin-front Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 5 year 1 Day Rainfall: 5.35 inches Area: 2,635 acres Ground Storage: 2,94 inches Time of Concentration: 0,2 hours Initial Stage: 15 ft NGVD Stage Storage (ft NGVO) (acre-ft) --------- --------- 15,00 0.00 16.00 0.00 16.50 0,12 ]'1,00 0,23 17.50 0.39 18,00 0,65 Basin 2: basin-rear Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 2<1 hr Design Frequency: 5 year 1 Day Rainfall: 5.35 inches Area: 0.517 acres Ground Storage: 1.95 inches Time of Concentration: 0.2 hours Initial stage: 15 ft NGVD Stage Storage (ft NGVO) (acre-ft) - --.------ --------- 15,00 0,00 16 ,00 0.00 16.50 0,09 17 ,00 0,20 17.50 0,34 18.00 0.57 Offsite Receiving Body: Offsitel Time Stilge (hr) (ft NGVD) --------- --------- 0,00 15.00 30.00 15. ,0 60.00 15.50 75,00 15.50 100.00 ] 5.40 150.00 15,30 200,00 15,20 250.00 15,10 300,00 ] 5,00 500.00 J 5,00 Structure: 1 From Basin: Basin-front Agenda Item No, 7A Cascade 2001 Version 1.0 February 26, 2008 Page 85 01214 File: Syr020107 Date: August 15, 2007 Page 2 __ .m....._._......._____. ..__.-. -".,,~_.._,-_. . ..-.... To Basin: Offsitel Structure Type; Gravity Weir: Sharp Crested, Crest Elev = 18.1 ft NGVD, Length - 4 ft Bleeder: Circular, Invert Elev ~ 15 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (efs) (crs) (acre-ft) 1ft NOVD) 1ft NOVD) =============================================================================== 0,00 0.00 0.00 0.00 0.00 15.00 15,00 1. 02 0,05 0.00 0.00 0.01 15.00 15.01 1. 98 0.11 0.00 0.00 0.01 15.00 15,03 3.00 0.17 0.00 0.00 0.01 15,00 15.04 4.02 0,24 0,00 -0.01 0.01 15.00 15.05 4.98 0.33 0.00 -0,01 0.01 15.00 15.07 6,00 0.44 0.00 -0.01 0,00 15.00 15.08 7.02 0,58 0,00 0.22 0,00 15.00 15.09 7,98 0.73 0.03 -0,02 0,01 15.00 15.11 9.00 0.91 0.09 0,22 0.01 15,00 15.12 10.02 1.14 0.17 -0.03 0.02 15.00 15.13 10.98 1. 4 3 0.33 0.22 0,04 16.04 15.15 12.00 3.51 6.05 0.29 0.06 16.62 15,16 13,02 4.11 0.92 0.32 0.08 17.00 15.17 13,98 4.37 0.54 0.32 0,11 17.05 15.19 15,00 4.55 0.35 0.32 0.13 17.08 15.20 16.02 4,71 0.34 0.32 0.16 17 .09 15.21 16,98 4.80 0.21 0,32 0.19 17.09 15,23 18.00 4,90 0.21 0.32 0.21 17 ,08 15.24 19,02 5.00 0.21 0,32 0.24 17,07 15.25 19.98 5.09 0,22 0.32 0.27 17 .06 15.27 21,00 5.16 0.14 0.31 0,29 17,05 15.28 22.02 5,22 0.14 0,31 0,32 1'1,03 15.29 22,98 5.28 0.15 0.31 0.34 17,01 15.31 24,00 5,35 0.15 0.30 0,37 16.99 15.32 25,02 5.35 0.00 0.30 0, '0 16.94 15.33 25.98 5.35 0.00 0.29 0,42 16.88 15.35 27.00 5,35 0,00 0,29 0,44 16.83 15,36 28.02 5.35 0,00 0,28 0.47 16.77 15.37 28.98 5,35 0,00 0.27 0.49 16.73 15.39 30.00 5.35 0.00 0.27 0.51 16,67 15.40 31.02 5,35 0.00 0,26 0.53 16.63 15.40 31.98 5.35 0.00 0.26 0.55 16,58 15.41 33.00 5.35 0,00 0.25 0,58 16.53 15.41 34,02 5,35 0,00 0,24 0.60 16.48 15.41 34,98 5,35 0,00 0.24 0,62 16.44 15,42 36,00 5,35 0,00 0.23 0.64 16.39 15.42 37.02 5.35 0,00 0,23 0,65 16.35 15,42 37.98 5.35 0.00 0.22 0.67 16,30 15.43 39.00 5.35 0.00 0,22 0.69 16.26 15.43 '0.02 5,35 0.00 0.21 0,71 16.22 15.'3 40.98 5.35 0.00 0.20 0.73 16,18 15.44 '2,00 5.35 0.00 0,20 0.74 16.14 15.44 43.02 5.35 0.00 0.19 0.76 16.10 15.44 43.98 5.35 0,00 0.19 0.77 16,07 15.45 '5,00 5,35 0,00 0,18 O. '79 16.03 15.45 46,02 5,35 0.00 0,18 0.80 16,03 15.45 46,98 5.3~ 0.00 0,18 0.80 16.02 15,46 48.00 5.35 0.00 -0.14 0.80 16,02 15.46 49,02 5.35 0,00 0.19 0,80 16,01 15.46 49.98 5.35 0.00 0,17 0.81 16,01 15.47 51,00 5.35 0.00 -0.14 0.81 16.00 15.47 52.02 5.35 0,00 0.17 0.81 16.00 15.47 52,98 5.35 0.00 -0.14 0.80 15.00 15,48 54.00 5.35 0,00 -0,14 0.80 15.00 15.48 55,02 5,35 0.00 0.17 0.91 15.00 15.48 55.98 5.35 0.00 0.17 0,81 15.00 15.49 57.00 5.35 0.00 -0.14 0.81 15.00 15.49 58.02 5,35 0,00 0,17 0,81 15.00 ]5.49 58.98 5,35 0.00 -0.14 0.81 15.00 15.50 ~~._-'-- -~"-'._~,--,,,.~,.- ---~~,"'_.--.-. .,'".. _..._-~ Agenda Item NO.7 A February 26,2008 Cascade 2001 Version 1.0 Page 86 01214 File: 5yr020107 Date: August 15, 2007 Page 3 mo. Cumulative Instant Current Cumulative Head Water Tail Water 'I'ime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) --------_._-------------_._----~-----------------------------------------.-.------- --------------------------------------------------------.----------------------- 60,00 5.35 0,00 0.17 0.80 15.00 15.50 61. 02 5.35 0.00 -0.14 0.81 15.00 15.50 61,98 5.35 0.00 -0,14 O.Bl 15.00 15.50 63,00 5.35 0.00 0.17 0,81 15.00 15,50 64.02 5.35 0,00 -0,14 0,81 15,00 15.50 64.98 5.35 0,00 -0,] 4 0.81 15,00 15.50 66.00 5,35 0.00 0.17 0.81 15.00 15,50 67.02 5.35 0.00 -0,14 0.80 15.00 15.50 67,'98 5.35 0.00 -0.14 0.81 15.00 ::5.50 69,00 5.35 0.00 0.17 0,81 15.00 15.50 70,02 5,35 0.00 -0.14 0.81 15.00 15,50 70,98 5.35 0.00 -0.14 0.81 15.00 15.50 72.00 5.35 0.00 0.17 0,81 15,00 15.50 73.02 5.35 0,00 0.17 0,80 15.00 15.50 73,98 5,35 0,00 0.17 0,81 15.00 15.50 75.00 5.35 0,00 -0,] 4 0.81 15.00 15.50 76.02 5.35 0.00 0,17 0.81 15.00 15.50 76.98 5,35 0.00 0.17 0.81 15,00 15.49 78,00 5.35 0,00 -0.14 0,81 15,00 15.49 79,02 5.35 0,00 -0,14 0.81 15.00 15.48 79,98 5,35 0,00 -0.14 0,80 15,00 15.48 81. 00 5.35 0,00 0.17 0.81 15.00 15.48 82,02 5.35 0,00 -0,14 0,81 15,00 15,47 82.98 5,35 0,00 -0,14 0.81 15,00 15,47 84.00 5,35 0.00 -0.14 0,81 15,00 15.46 135.02 5.35 0,00 0,18 0.81 15.00 15.46 85,98 5.35 0,00 0,18 0,81 15.00 15,46 87,00 5.35 0.00 -0,14 0,81 15,00 15.45 88.02 5,35 0,00 -0.13 0.81 15.00 15.45 88.98 5,35 0.00 -0,13 0.80 15.00 15.44 90.00 5.35 0.00 0,18 0.81 15.00 15.44 91. 02 5.35 0.00 -0.13 0.81 15.00 15.44 91.98 5.35 0.00 -0,13 0.81 15.00 15.43 93.00 5.35 0.00 -0,13 0.81 15,00 15.43 94.02 5.35 0.00 0.18 0.81 15.00 15.42 94.98 5.35 0,00 -0,13 0,81 ]5,00 15.42 96,00 5.35 0.00 -0.13 0.80 15,00 15.42 97,02 0.35 0,00 0,18 0,81 15.00 15,41 97,98 5,35 0,00 0,18 0,81 J5,OO 15.41 99,00 5.35 0,00 -0,]2 0.80 15,00 15.40 100.02 5.35 0,00 0,18 0,81 IS.00 ] 5,40 100.98 5.35 0,00 0,18 0.81 J 5,00 ]5.40 102.00 5.35 0,00 -0.12 0,80 15.00 15,40 103,02 5.35 0,00 0.19 0,81 15,00 15,39 103.98 5.35 0,00 0.18 0,81 15.00 15.39 105,00 5.35 0,00 -0,12 0.80 15.00 15.39 106.02 5.35 0.00 O. ] 9 0,81 15.00 15.39 106,98 5,35 0,00 0,19 0.81 15.00 15,39 108,00 5.35 O.DO -0. ] 2 0,80 15.00 15,38 109.02 5,35 0.00 0,19 0,81 15.00 15.38 109.98 5.35 0.00 -0.12 0,81 ]5.00 15,38 111,00 5,35 0,00 0,19 0.81 IS.0o 15,38 112,02 5.35 0,00 -0.1 ? 0,01 15,00 15,38 112,98 5,35 0,00 -0,12 0,81 15.00 15,37 114,00 ~.3S 0,00 0,19 0,81 15.00 15.3"' 115.02 5.35 0,00 -0,12 0,81 15.00 15.37 115,98 5,35 0,00 0.19 0.80 15,00 15.37 117.00 5.35 0.00 -0,12 0.81 15.00 15,37 118.02 5,35 0,00 -0,12 0.81 15.00 15.36 11 8 ,98 5.35 0.00 -0.12 0,80 15,00 15.36 120.00 5,35 0.00 0,19 0.81 15.00 15.36 121.02 5.35 0.00 -0.11 0.81 15,00 15.36 121.98 5.35 0,00 0.19 0.81 15,00 15.36 123.00 5.35 0.00 -0,11 0.81 15.00 15.35 124,02 5,35 0.00 -0.11 0,80 15,00 15.35 124,98 5.35 0,00 -0,11 0,81 15.00 15,35 126.00 5,35 0.00 -0.11 0,81 15.00 15.35 Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 87 01214 File: 5yr020107 Date: August 15, 2007 Page 4 _._~--- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfsl Icfs) (acre-it) (ft NGVD) (ft NGVD) =============================================================================== 127.02 5,35 0.00 0.19 0.81 15.00 15.35 127.98 5.35 0.00 0.19 0.81 15.00 15.34 129.00 5.35 0.00 0.20 0,80 15.00 15.34 130.02 5.35 0.00 -0,11 0.81 15.00 15.34 130,98 5.35 0.00 -0.11 0,81 15,00 15.34 132.00 5.35 0.00 0.19 0,81 15.00 15.34 133.02 5.35 0.00 -0.11 0.81 15.00 15,33 133.98 5.35 0.00 -0,11 0.80 15.00 15.33 135.00 5.35 0.00 0.19 0.81 15.00 15.33 136,02 5,35 0.00 -0.11 0.81 15.00 15.33 136.98 5.35 0.00 0.20 0.81 15.00 15.33 138.00 5.35 0.00 -0.11 0.81 15.00 15.32 139,02 5.35 0.00 -0,10 0.81 15.00 15.32 139,98 5.35 0.00 -0.10 0.81 15.00 15.32 141. 00 5,35 0.00 0,20 0.81 15.00 15.32 142,02 5.35 0,00 -0.10 0.81 15.00 15.32 142,98 5.35 0.00 -0.10 0.80 15.00 15,31 144.00 5.35 0.00 0.20 0,81 15,00 15,31 14 5,02 5.35 0.00 -0,10 0.81 15.00 15.31 14 5,98 5,35 0,00 -0.10 0.81 15.00 15.31 14 7,00 5.35 0.00 -0.10 0.81 15.00 15.31 148,02 5.35 0.00 0,20 0.81 15.00 15.30 14 8 . 98 5.35 0.00 0.20 0.81 15.00 15.30 150,00 5.35 0,00 0.20 0.80 15.00 15.30 151.02 5,35 0.00 -0.10 0.81 15.00 15.30 151.98 5.35 0.00 -0.10 0,81 15,00 15.30 153,00 5.35 0.00 -0.10 0.81 15,00 15,29 154,02 5,35 0,00 -0.10 0,81 15.00 15.29 154.98 5.35 0.00 -0.10 0.81 15.00 15.29 156.00 5.35 0.00 -0.10 0.81 15.00 15.29 157.02 5.35 0.00 0.20 0.81 15.00 15,29 157.98 5.35 0.00 0.20 0.81 15,00 15.28 159,00 5.35 0.00 -0.09 0.80 15.00 15,28 160.02 5.35 0.00 0.20 0.81 15.00 15.28 160,98 5.35 0.00 -0,09 0,81 15.00 15.28 162,00 5,35 0,00 -0,09 0.81 15.00 15,28 ] 63,02 5.35 0.00 -0,09 0,81 15.00 15.27 163,98 5,35 0.00 -0,09 0.81 15.00 15.27 165.00 5.35 0,00 -0,09 0.81 15.00 15,27 166,02 5,35 0,00 -0,09 0,81 15.00 15,27 166,98 5,35 0.00 -0.09 0,81 15.00 15,27 168,00 5,35 0,00 0.21 0,81 15.00 15.26 169,02 5,35 0,00 -0,09 0.81 15.00 15.26 169,98 5.35 0.00 -0.09 0.80 15.00 15,26 171. 00 5.35 0,00 0,20 0.81 15.00 15.26 172,02 5.35 0,00 0,21 0.80 15.00 15,26 172. 98 5.35 0.00 0,20 0.81 15,00 15.25 174.00 5,35 0,00 -0.08 0.80 15,00 15,25 175,02 5.35 0,00 0,21 0.81 15,00 15.25 175,98 5.35 0,00 -0,08 0.80 15.00 15.25 177,00 5.35 0.00 -0,00 0.01 15,00 J5,25 178.02 5,35 0,00 -0,08 0.81 15,00 15.24 178,98 5.35 0.00 o .?l 0.81 15,00 15.24 180.00 5,35 0,00 -0.08 0,81 15,00 15.24 181,02 5.35 0.00 0.21 0,81 15,00 15.24 181.98 5.35 0.00 -0.07 0.81 15.00 15.24 183,00 5.35 0.00 -0.07 0,81 15.00 15.23 184,02 5.35 0.00 -0.07 0,81 15.00 15,23 184,98 5.35 0.00 -0.07 0.80 15.00 15.23 186.00 5,35 0.00 -0,07 0.81 15.00 15.23 187.02 5.35 0.00 0,21 0.81 15.00 15.23 187 . 98 5.35 0,00 -0.07 0,81 15.00 15.22 189. 00 5.35 0.00 -0.07 0.80 15.00 15.22 190,02 5.35 0.00 -0,07 0.01 15.00 15.22 190.98 5.35 0,00 -0,07 0,80 15.00 15.22 192.00 5,35 0,00 -0.07 0.81 15.00 15.22 193.02 5.35 0,00 -0,06 0.81 15.00 15.21 .~~-_._._~---_.- -,-"~.,-~., 'H~_"___"" __ .-'-,.-.....- _ _ _.M____~_._.__.._ Agenda Item No, 7 A Cascade 2001 Version 1,0 February 26, 2008 Page 88 01214 File: 5yr020107 Date: August 15, 2007 Page 5 -...,.-.."'....---.-. --.-.------.--..-..--..- Cumulative Instant Current Cumulative Head Water Tail Water 'rime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (efs I (efs) (acre-ft) (ft NGVO) (ft NGVD) ~~~~=================================-========================================= 193,98 5.35 0.00 0.21 0.81 15.00 15.21 195,00 5,35 0.00 ~0.06 0.81 15.00 15.21 196.02 5.35 0,00 0.21 0.81 15.00 15,21 196,98 5.35 0.00 ~O,06 0.01 15,00 15.21 198.00 5.35 0.00 ~O,06 0.80 15.00 15.20 199.02 5,35 0.00 ~0.06 0.81 15.00 15.20 199.98 5.35 0.00 ~0.06 0,80 15.00 15.20 201.00 5.35 0,00 0,21 0,81 15.00 15,20 202.02 5.35 0.00 ~0.06 0,80 15.00 15,20 202,98 5.35 0.00 ~O,05 0.81 15.00 15.19 204,00 5,35 0,00 ~0.05 0.81 15,00 15,19 205.02 5,35 0,00 -0.05 0,80 15.00 15.19 205.98 5,35 0.00 ~0.05 0,81 15,00 15.19 207,00 5.35 0.00 -0.05 0.80 15,00 15,19 208.02 5.35 0,00 0.21 0.81 15.00 15.18 208,98 5,35 0.00 -0.05 0.81 15,00 15.18 210.00 5.35 0,00 ~O,05 0.80 15.00 15,.1 8 211.02 5,35 0,00 ~O,05 0,01 15,00 15,18 211. 98 5.35 0,00 ~O,05 0,80 15.00 15,18 213.00 5.35 0,00 ~O,05 0.81 15,00 15,17 214 ,02 5,35 0.00 ~0.04 0,81 15.00 15.17 214.98 5.35 0.00 0.22 0.81 15.00 15.17 216.00 5.35 0,00 ~0.04 0.81 15,00 15.17 217.02 5,35 0.00 ~0.04 0,80 15,00 15.17 217.98 5.35 0.00 ~0.04 0,81 15,00 15.16 219.00 5.35 0.00 ~0.04 0.81 15.00 15.16 220,02 5.35 0.00 0.22 0,81 15.00 15.16 220.98 5,35 0,00 -0,04 0.81 15,00 15,16 222,00 5,35 0,00 -0.04 0.80 15,00 15,16 223.02 5.35 0,00 -0,04 0.81 15.00 15,15 223,98 5.35 0,00 -0.04 0.81 15,00 15.15 225,00 5,35 0,00 ~O,04 0,80 15,00 15,15 226.02 5.35 0.00 -0,03 0,81 15.00 15.15 226.98 5,35 0,00 ~O,03 O.Bl 15,00 15,15 228 . 00 5,35 0.00 -0,03 0,81 15.00 15,14 229,02 5.35 0,00 0.22 0,81 15.00 15.11 229,98 5,35 0.00 -0.03 0,81 15,00 15.14 231. 00 5.35 0,00 ~O,03 0,81 15.00 15.14 232,02 5,35 0,00 -0.03 O,BO 15.00 15.14 232,98 5.35 0,00 -0,03 0,81 15.00 15.13 234,00 5.35 0,00 ~0.03 0,81 15.00 15,13 235,02 :).35 0.00 ~O,03 0.81 15,00 15.13 235.98 5.35 0.00 -0,03 0,80 15,00 15,13 237,00 5.35 0,00 -0.03 0,81 15,00 15,13 238.02 5.35 0,00 -0,03 0,81 15,00 15.12 238,98 5,35 0,00 ~0.02 0.80 15,00 15.12 240.00 5.35 0,00 -0.02 0,81 15.00 15,12 241.02 5,35 0,00 ~O,02 0,81 15.00 15,12 241.98 5.35 0,00 -0.02 0,81 15.00 15,12 243,00 5.35 0.00 -0.02 0,80 15,00 15,11 244.02 5,35 0.00 -0,02 0.81 15,00 15.11 244.98 5.35 0.00 -0.02 0.81 15.00 15.11 246.00 5.35 0,00 ~O,02 0,81 15.00 15,11 247,02 5,35 0,00 '0,02 0.80 15.00 15.11 247.98 5.35 0.00 0,22 0.81 15.00 15.10 249,00 5,35 0.00 -0.02 0,81 15.00 15,10 250.02 5.35 0,00 ~O,02 0.81 15.00 15.10 250,98 5.35 0,00 -0.02 0,81 15.00 15.10 252.00 5.35 0,00 ~0.02 O. BO 15.00 15.10 253.02 5.35 0,00 -0,02 0.80 15.00 15.09 253,98 5.35 0.00 -0.01 0,81 15,00 15.09 255.00 5.35 0.00 ~O,Ol 0.81 15.00 15.09 256,02 5,35 0,00 ~O,Ol 0,81 15.00 15.09 256.9B 5.35 0,00 ' 0.01 0.81 15,00 15.09 258,00 5,35 0,00 -0,01 0,80 15.00 15,08 259.02 5.35 0,00 ~0.01 0,00 ]5,00 15.08 259,98 5,35 0.00 -0.01 0,81 15,00 15,08 Agenda Item No, 7A Cascade 2001 version 1.0 February 26, 2008 Page 89 01214 File: 5yr020107 Date: August 15, 2007 Page 6 ----.'- -. -- --...--.-- -------..__...--_..-.-.~..".,.,_.,. .-------. ..,"",.--- -- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ftl (ft NGVD) (ft NGVD) =============================================================================== 261.00 5.35 0.00 -0.01 0.81 15.00 15.08 262.02 5,35 0.00 -0.01 0.81 15.00 15.08 262,98 5.35 0.00 -0.01 0.81 15.00 15.07 264.00 5.35 0.00 -0.01 0.81 15.00 15,07 265.02 5,35 0.00 -0.01 0.81 15.00 15.07 265,98 5.35 0.00 -0.01 0.80 15.00 15.07 267.00 5.35 0,00 -0,01 0.80 15.00 15.07 268 , 02 5.35 0.00 -0.01 0.80 15.00 15.06 268.98 5.35 0.00 -0.01 0,80 15.00 15.06 27 0 , 00 5.35 0.00 -0.01 0,81 15,00 15.06 271. 02 5.35 0,00 -0,01 0.81 15.00 15.06 271 . 98 5,35 0.00 -0.01 0.81 15.00 15.06 27 3 , 00 5.35 0,00 -0,01 0.81 15.00 15.05 27 4,02 5,35 0.00 0.00 0.81 15.00 15.05 274,98 5.35 0.00 0.00 0,81 15.00 15.05 27 6, 00 5.35 0.00 0,00 0.81 15.00 15.05 277.02 5.35 0.00 0,00 0,81 15.00 15.05 277,98 5.35 0,00 0.00 0.81 15.00 15.04 279,00 5,35 0.00 0.00 0.81 15.00 15.04 280.02 5.35 0,00 0.00 0,81 15,00 15,04 280.98 5.35 0.00 0.00 0.81 15,00 15.04 282,00 5,35 0.00 0,00 0.81 15.00 15.04 283,02 5.35 0.00 0.00 0.80 15.00 15.03 283.98 5.35 0.00 0.00 0.80 15,00 15.03 285.00 5.35 0,00 0.00 0,80 15.00 15,03 286,02 5,35 0,00 0.00 0.80 15.00 15.03 286,98 5.35 0,00 0,00 0.00 15,00 15.03 288.00 5,35 0,00 0,00 0,80 15.00 15.02 289.02 5,35 0,00 0,00 0.00 15.00 15.02 289.90 5.35 0,00 0.00 0,80 15.00 15.02 291. 00 5,35 0.00 0,00 0,80 15,00 15.02 292,02 5,35 0.00 0,00 0.00 15,00 15.02 292,98 5,35 0,00 0.00 0,80 15,00 15,01 294. 00 5.35 0.00 0,00 0.80 15,00 15.01 295.02 5,35 0,00 0.00 0,80 15.00 15,01 295,98 5,35 0.00 0,00 0,80 15.00 15,01 297.00 5.35 0.00 0.00 0.80 15.00 15.01 298.02 5.35 0.00 0.00 0.00 15.00 15.00 298,98 5.35 0,00 0,00 0,80 15.00 15.00 300,00 5.35 0.00 0.00 0.80 15.00 15.00 301,02 5.35 0,00 0.00 0,80 15.00 15,00 301. 98 5.35 0.00 0.00 0.80 15,00 15.00 303.00 5.35 0,00 0.00 0,80 15.00 15,00 304,02 5,35 0,00 0.00 0,80 15.00 15,00 304 . 98 5.35 0,00 0,00 0,00 15,00 15.00 306.00 5,35 0.00 0,00 0,00 15.00 15,00 307.02 5.35 0.00 0,00 0.80 15,00 15,00 307.98 5,35 0.00 0.00 0.80 15.00 15,00 309.00 5.35 0.00 0.00 0.80 15.00 15.00 310,02 5.35 0.00 0.00 0,00 15.00 15.00 310,98 5.35 0,00 0.00 0.00 15,00 15.00 312.00 5.35 0.00 0.00 0,80 15.00 15.00 313.02 5,35 0.00 0.00 0,80 15.00 15.00 313.98 5.35 0,00 0.00 0,80 15.00 15.00 315,00 5,35 0.00 0.00 0,80 15.00 15,00 316.02 5.35 0.00 0.00 0,00 15.00 15.00 316.98 5.35 0.00 0.00 0.80 15.00 15.00 318.00 5.35 0.00 0,00 0.80 15,00 15.00 319.02 5.35 0,00 0.00 0.80 15,00 15.00 319.98 5.35 0.00 0,00 0.00 15.00 15,00 321.00 5,35 0,00 0.00 0,80 15.00 15,00 322.02 5.35 0.00 0,00 0,80 15,00 15.00 322,98 5,35 0.00 0.00 0.80 15.00 15.00 324.00 5.35 0,00 0.00 0.80 15.00 15,00 325,02 5,35 0.00 0,00 0.80 15,00 15.00 325.9B 5,35 0,00 0,00 0.80 15,00 15.00 327,00 5.35 0.00 0,00 0,00 15,00 15,00 ->'---'- "-,,.^ ,,_.,"".,~..~., ~_.._. Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 90 01214 File: 5yr020107 Date: August 15, 2007 Page 7 --.----..--- ___'.__.0___ --.----.."--. .._~_._._---_._-_.~.__... --'-. .---- ..... ---..-.-- -----_..._~- Cumulative Instant Current Cumulative Head Water 'l'ai! Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (cfs) Icfs) (acre-ft) 1ft NGVD) (ft NGVD) ==~============================================================================ 328.02 5.35 0,00 0.00 0.80 15,00 15.00 328.98 5.35 0.00 0.00 0.80 15,00 15.00 330,00 5,35 0,00 0.00 0.80 15.00 15.00 331,02 5.35 0.00 0.00 0,80 15.00 15.00 33] .98 5.35 0.00 0.00 0,80 ]5.00 15.00 333,00 5.35 0,00 0.00 0,80 15.00 15,00 334.02 5.35 0,00 0.00 0,80 15.00 15.00 334.98 5.35 0.00 0.00 0,80 15.00 15.00 336,00 5,35 0,00 0,00 0,80 15.00 15.00 337,02 5,35 0,00 0.00 0,80 15.00 15,00 337,98 5.35 0,00 0.00 0.80 15.00 15.00 339,00 5,35 0,00 0,00 0.80 15.00 15.00 340.02 5.35 0.00 0.00 0.80 15,00 15,00 340.98 5.35 0.00 0,00 0,80 15.00 15.00 342.00 5.35 0,00 0,00 0,80 15,00 15,00 343,02 5,35 0,00 0.00 0,80 15.00 15.00 343,98 5,35 0.00 0,00 0.80 15.00 15.00 345.00 5,35 0,00 0.00 0.80 15.00 15.00 346,02 5.35 0.00 0,00 0.80 15.00 15.00 346.98 5,35 0.00 0,00 0,80 15.00 15.00 348,00 5.35 0,00 0.00 0.80 15.00 15,00 349,02 5.35 0.00 0,00 0.80 15.00 15.00 349,98 5.35 0,00 0.00 0,80 15.00 15.00 351,00 5.35 0.00 0.00 0,80 15.00 15.00 352,02 5,35 0,00 0,00 0.80 15.00 15,00 352.98 5.35 0.00 0.00 0.80 15.00 15.00 354.00 5.35 0.00 0,00 0,80 15.00 15.00 355,02 5.35 0,00 0,00 0.80 15.00 ]5.00 355.98 5.35 0.00 0,00 0.80 15.00 15,00 357.00 5.35 0.00 0,00 0.80 15,00 15,00 358.02 5.35 0,00 0,00 0.80 15,00 15.00 358.98 5.35 0.00 0.00 0.80 15,00 15,00 360.00 5,35 0.00 0.00 0.80 15,00 15.00 361.02 5.35 0,00 0,00 0.80 15.00 15.00 361.90 5.35 0.00 0,00 0,80 15,00 15,00 363,00 5,35 0,00 0.00 0,80 15.00 15.00 364,02 5,33 0.00 0.00 0.00 15.00 15,00 364,90 5.35 0,00 0,00 0,80 15,00 15.00 366,00 5.35 0,00 0,00 0.00 15.00 15.00 367,02 5.35 0.00 0,00 0,80 15,00 15.00 367.98 5.35 0.00 0.00 0,80 15.00 15.00 369,00 5.35 0,00 0,00 0,80 15,00 15,00 370.02 5.35 0,00 0.00 0.80 15.00 15.00 370,98 5,35 0.00 0.00 0,80 15,00 15.00 372.00 5,35 0.00 0,00 0,00 15.00 15.00 373,02 5,35 0.00 0,00 0,00 15,00 15,00 373,98 3,35 0.00 0,00 0.00 15.00 15.00 375.00 5.35 0,00 0,00 0,80 15,00 15.00 376,02 5.35 0,00 0,00 0,80 15,00 15,00 376.98 5,35 0,00 0.00 0,00 1).00 l~.OO 378,00 5.35 0.00 0,00 0,80 15,00 15,00 379,02 5,35 0,00 0.00 0,80 15,UO 15.00 379.98 5.35 0,00 O.UO 0.80 l5,UO 15.00 381.00 5.35 0,00 0,00 0,80 15,00 15.00 382,02 5,35 0.00 0.00 0,80 15,00 15.00 382.98 5.35 0,00 0,00 0.80 15.00 15.00 384,00 5,35 0,00 0.00 0,80 15.00 15.00 385.02 5.35 0,00 0,00 0,80 15,00 15.00 385,98 5.35 0,00 0.00 0.80 ]5,00 15.00 387.00 5.35 0.00 0,00 0,80 15.00 15.00 388.02 5.35 0,00 0,00 0.80 15,00 15.00 388.90 5.35 0,00 0.00 0.80 15.00 15.00 390.00 5.35 0.00 0,00 0.80 15,00 15.00 391. 02 5.35 0.00 0,00 0.80 15.00 15,00 391.98 5.35 0.00 0,00 0,80 15,00 15,00 393,00 5.35 0.00 0,00 0.80 15.00 15.00 394.02 5.35 0,00 0,00 0.80 15,00 15,00 Agenda Item No, 7A Cascade 2001 Version 1.0 February 26, 2008 Page 91 of 214 Pile; 5yr020l07 Date: August 15, 2007 Page 8 - ,~ ..-....----- --_..-- -.-.~ Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) lefs) Icfs) (acre-ft) (ft NGVD) (ft NGVD) =============================================================================== 394.98 5.35 0.00 0.00 0.80 15.00 15.00 396,00 5.35 0.00 0.00 0.80 15.00 15.00 397.02 5.35 0.00 0.00 0.80 15.00 15.00 397.98 5,35 0.00 0.00 0.80 15.00 15.00 399.00 5.35 0.00 0.00 0.80 15.00 15.00 400,02 5.35 0.00 0.00 0.80 15.00 15.00 400,98 5.35 0.00 0.00 0,80 15.00 15.00 402.00 5.35 0,00 0.00 0,80 15,00 15,00 403.02 5.35 0,00 0.00 0,00 ] 5.00 15.00 403.98 5.35 0.00 0.00 0,80 15.00 15.00 405.00 5.35 0.00 0.00 O.SO 15,00 15.00 406.02 5.35 0.00 0.00 0.80 15,00 15.00 406.98 5,35 0.00 0,00 0,80 15.00 15.00 408.00 5.35 0.00 0.00 0.80 15.00 15.00 409.02 5.35 0.00 0,00 0.80 15,00 15.00 409,98 5.35 0,00 0.00 0.80 15.00 15.00 411. 00 5.35 0,00 0.00 0.80 15,00 15.00 412.02 5.35 0,00 0.00 0.00 15.00 15.00 412.98 5.35 0.00 0.00 0.80 15.00 15.00 414.00 5.35 0,00 0.00 0.80 15,00 15.00 415.02 5.35 0,00 0.00 0.00 15.00 15,00 415.98 5.35 0,00 0.00 0.00 15,00 15.00 417 .00 5.35 0.00 0.00 0.00 15.00 15.00 418,02 5.35 0.00 0.00 0,00 15,00 15.00 418.98 5,35 0.00 0.00 0.00 15,00 15.00 420.00 5.35 0.00 0.00 0.00 15,00 15.00 421. 02 5,35 0.00 0.00 0.00 15.00 15.00 421,90 5.35 0,00 0.00 0.80 15.00 15.00 423.00 5.35 0.00 0,00 0.80 ]5,00 15,00 424.02 5.35 0,00 0,00 0,00 15,00 15,00 424,98 5,35 0.00 0.00 0,80 15,00 15,00 426.00 5.35 0,00 0,00 0,00 15,00 15,00 427 , 02 5.35 0.00 0,00 0,00 15,00 15,00 427,98 5.35 0,00 0.00 0.80 15.00 15.00 429,00 5,35 0.00 0.00 0,80 15.00 15,00 430,02 5.35 0,00 0.00 0.80 15.00 15.00 430.98 5.35 0.00 0.00 0.00 15.00 15.00 432,00 5,35 0.00 0,00 0,80 15.00 15.00 Structure: 2 From Basin: basin-rear To Basin: Basin~front Structure Type: Gravity Weir: None Bleeder: None Pipe: Diameter = 1 ft, Manning's n ~ 0.012, Length = 240 ft US Invert Elev = 10 ft NGVD, OS Invert Elev = 10 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water 'l'ai 1 Wa ter Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVO) (Et NGVOI --------------- --- -- - ----" ---- ---- ----- ------- -- --- -- -------------- - ------------ ~._-- --------------------------------------------------------------------------------- 0.00 0.00 0,00 0.00 0.00 15.00 15.00 1. 02 0,05 0.00 0.00 0.00 15,00 15,00 1. 98 0,11 0,00 0.00 0.00 15.00 15,00 3.00 0,17 0.00 0.00 0,00 15.00 15.00 4.02 0.24 0.00 0.00 0.00 15.00 15.00 4.98 0.33 0.00 0.00 0,00 15.00 15.00 6,00 0.44 0.00 0.00 0,00 15.00 15.00 7.02 0.58 0.01 -2.31 -0.01 16.03 15.00 7.98 0.73 0.02 0.00 0.00 16.00 15.00 9.00 0,91 0,04 -2.29 -0.01 16.04 15,00 10.02 1.14 0.06 2.35 0,00 16,05 15.00 10,90 1. 43 0,10 -0,12 0.01 16.03 16.04 12,00 3.51 1. 40 -1. 03 -0,02 16.42 16,62 ~.-.--~-,--~_. "_M ~...._- -~_._-~~~---- _'''.<".~k'___ -...- Agenda Item No, 7 A Cascade 2001 Version 1.0 February 26. 2008 Page 92 01214 File: 5yr020107 Date: August 15, 2007 Page 9 -~..._._-"--_. ..---...------- ..__.~__ ____..__.. w.._.. ...... -- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) ( in) (cfs) (efs) (acre-itl (ft NGVO) (ft NGVD) ---~ -------------- ---- -------- - - -------- ---- ------- - ------------- -- -------------- --------- ------- ----.-- -- --------- ----------- - - ------- ----------- -- ------ -------- 13,02 4.11 0.20 -0,37 -0,09 16.97 17.00 13.98 4.37 0,12 -0.07 -0,10 17.05 17.05 15,00 4,55 0.08 -0,07 -0,10 17.08 17,08 16.02 4.71 0.07 0.05 -0,10 17.09 17.09 16.98 4,80 0.05 0,08 -0,09 17.09 17 .09 18.00 4.90 0,05 0.07 -0.09 17,08 17.08 19,02 5,00 0,05 0,07 -0.08 17.07 17.07 19.98 5.09 0,05 0.07 -0,07 17.06 17 .06 21. 00 5.16 0.03 0.10 -0.07 17.05 17 .05 22.02 5.22 0,03 0.09 -0.06 17,03 17.03 22,98 5.28 0.03 0.09 -0,05 17.01 J7.0l 24.00 5.35 0,03 0,09 -0,04 16.98 16.99 25.02 5.35 0.00 0.14 -0.03 16,93 16,94 25.98 5,35 0.00 0.14 -0.02 16.88 16.88 27,00 5.35 0.00 0.14 -0.01 16.83 16,83 28,02 5,35 0,00 0,13 0.00 16,77 16.77 28.98 5.35 0.00 0.13 0.01 16.72 16.73 30.00 5,35 0,00 0.13 0,02 16,67 16.67 ]1. 02 5,35 0.00 0,12 0.03 16,62 16.63 ]1. 98 5.35 0.00 0.12 0,04 16.58 16.58 33.00 5.35 0.00 0.12 0,05 16.53 16.53 34.02 5,]5 0.00 0.11 0.06 16.48 16.48 34.98 5.35 0,00 0.11 0,07 16,14 16.44 36.00 5,35 0.00 0,10 0.08 16.39 16.39 37,02 5.35 0,00 0.10 0.09 16,34 16,35 3".98 5,35 0,00 0.10 0,10 16.30 16.30 39.00 5.35 0,00 0.09 0,11 16,26 16.26 40.02 5,35 0,00 0.09 0.11 16.21 16.22 40.98 5,35 0,00 0.09 0.12 16.18 16.18 42.00 5.35 0,00 0.09 0,13 16.14 16.14 43,02 5.35 0.00 0.08 0,14 16.10 16,10 43.98 5.35 0.00 0,08 0,14 16.06 16.07 45.00 5.35 0,00 0.08 0.15 16.02 16.03 46,02 5.35 0.00 -2.32 0.15 15.00 16.03 46,98 5,]5 0,00 -2.32 0,15 15.00 16.02 48,00 5.35 0,00 2,32 0,17 15.00 16.02 49,02 5.35 0,00 -2,31 0,15 15,00 16.01 49,98 5.35 0,00 -2.30 0,16 15,00 16,01 51.00 5,35 0,00 2.31 0.17 15.00 16,00 52.02 5.35 0,00 -2.29 0, ] 6 15.00 16.00 52.98 5,35 0,00 0.00 0.16 15.00 15,00 5t1.00 5,35 0.00 2,31 0.16 16.01 15.00 55.02 5.35 0.00 -2.31 0,11 16.02 15.00 55.98 5,35 0,00 -2.30 0,14 16.01 15,00 57.00 5.35 0,00 2.31 0,16 16,01 15.00 58.02 5.35 0,00 -2.30 0,15 16.01 15.00 58,98 5,35 0.00 0.00 0,16 15,00 15,00 60.00 5.35 0,00 -2,32 0,15 16,01 15.00 61. 02 5,35 0,00 2,31 0,16 16,01 15,00 61,98 S.3::. 0,00 2,31 0.16 ] 6,01 15,00 63,00 5,35 0,00 -2.30 0,15 16,01 15.00 64,02 5.35 0,00 2,31 0,16 16,01 15,00 64,98 5.35 0.00 2,30 0,16 16,01 15.00 66,00 5.35 0,00 -2,29 O.I~ 16.01 15.00 67,02 5,35 0,00 2.30 0,16 16.01 15.00 67.98 5.35 0,00 2.31 0.16 16,01 15.00 69.00 5,35 0,00 -2.30 o .IS 16,01 15,00 70.02 5,35 0,00 2.30 0,16 16,01 15,00 70.98 5.35 0.00 2,30 0,16 16,01 15.00 72 ,00 5,35 0,00 -2.29 0.15 16.01 15.00 73,02 5.35 0.00 -2.32 0,15 16,01 15.00 73.98 5,35 0.00 -2.32 0.15 16.01 15.00 75,00 5.35 0,00 2.31 0,16 16,01 15.00 76.02 5.35 0,00 -2.30 0,15 16.01 15.00 76,98 5,35 0.00 -2,30 0.15 16.01 15.00 78 .00 5,35 0,00 2.30 0,16 16.01 15.00 79.02 5.35 0,00 0,00 0,16 15,00 15,00 Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 93 01214 File: 5yr020107 Date: August 15, 2007 Page 10 - ...... .'-'" .-.---- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (efs) (cfsl (acre-ft) 1ft NGVD) (ft NGVD) =============================================================================== 79,98 5.35 0,00 2.30 0.16 16.01 15.00 81. 00 5.35 0.00 -2,31 0.15 16.01 15.00 82,02 5.35 0,00 2.31 0.16 16.01 15.00 82.98 5,35 0,00 2.30 0.16 16.01 15.00 84.00 5.35 0.00 0,00 0,] 6 15.00 15.00 85,02 5.35 0,00 -2.31 0.15 16,01 15.00 85.98 5.35 0.00 -2,31 0.15 16.01 15.00 87.00 5,35 0.00 2,31 0.16 16.01 15.00 88,02 5.35 0.00 0.00 0.16 15.00 15.00 88.98 5.35 0.00 2.30 0.16 16.01 15.00 90,00 5.35 0.00 -2.31 0.15 16.01 15.00 91. 02 5.35 0,00 2.30 0.16 16.01 15.00 91,98 5.35 0,00 0,00 0.16 15.00 15.00 93,00 5.35 0.00 2,31 0,16 16.01 15,00 94,02 5.35 0,00 -2,30 0.15 16,01 15.00 94.98 5,35 0.00 0,00 0,16 15,00 15.00 96,00 5.35 0.00 2.31 0.16 16,01 15.00 97.02 5.35 0.00 -2,30 0.15 16.01 15.00 97,98 5.35 0.00 -2,29 0,15 16.01 15.00 99.00 5.35 0.00 2,31 0.16 16.01 15.00 100,02 5.35 0.00 -2,31 0,15 16.01 15.00 100.98 5.35 0,00 -2.29 0.15 16,01 15.00 102,00 5.35 0.00 2,30 0.16 16.01 15.00 103.02 5.35 0.00 -2.31 0.15 16.01 15.00 103,98 5.35 0.00 -2.29 0,15 16.01 15.00 105,00 5,35 0.00 2.31 0.16 16.01 15.00 106.02 5.35 0,00 -2,30 0.15 16.01 15.00 106,98 5.35 0,00 -2.29 0.15 16.01 15.00 108,00 5.35 0,00 2.31 0.16 16.01 15.00 109.02 5.35 0.00 -2.30 0.15 16.01 15.00 109,98 5.35 0.00 0,00 0,16 15.00 15.00 111,00 5,35 0.00 -2.31 0.15 16.01 15.00 112,02 5,35 0.00 2,31 0.16 16.01 15.00 112,98 5.3S 0.00 0.00 0.16 15.00 15.00 114 . 00 5.35 0.00 -2,31 0.15 16.01 15.00 115,02 5,35 0,00 2.31 0,16 16,01 15.00 115 . 98 5.35 0,00 -2.32 0,15 16,01 15.00 117 . 00 5.35 0,00 2,31 0.16 16.01 15,00 11 8,02 5.35 0,00 0.00 0.16 15.00 15.00 11 8,98 5.35 0.00 2,31 0.16 16,01 15.00 120,00 5.35 0,00 "2,30 0,15 16.01 15.00 121,02 5,35 0.00 0.00 0,16 15,00 15.00 121.98 5.35 0,00 -2.31 0.15 16.01 15.00 123,00 5.35 0.00 2,31 0.16 16.01 15.00 124.02 5.35 0,00 2,31 0.16 16.01 15.00 124.98 5,35 0,00 2,31 0.16 16.01 15.00 126.00 5,35 0,00 0.00 0.16 15.00 15.00 127,02 5,35 0,00 -2.31 0.15 16.01 15.00 127.98 5,35 0,00 -2.30 0,15 16.01 15,00 129,00 5.35 0,00 -2,32 0,15 16.01 15.00 130,02 5,35 0,00 2,31 0.16 16.01 15,00 130.98 5.35 0,00 0.00 0,16 ) 5.00 15,00 132 . 00 5,35 0,00 -2,31 0.15 16,01 15.00 133,02 5.35 0.00 2,31 0.16 16.01 15,00 133.98 5,35 0,00 2,31 0,16 16.01 15.00 135,00 5.35 0,00 -2.30 0,15 16.01 15.00 136,02 5,35 0.00 0,00 0,16 15.00 15,00 136.98 5.35 0,00 -2,31 0.15 16,01 15.00 138.00 5.35 0.00 0,00 0.16 15,00 15.00 139,02 5.35 0,00 2,31 0,16 16.01 15.00 139.98 5.35 0.00 2,31 0,16 16,01 15,00 141. 00 5.35 0.00 -2.32 0.15 16.01 15.00 142.02 5.35 0,00 2.31 0,16 16.01 15.00 142.98 5,35 0.00 0.00 0.16 15.00 15,00 144,00 5.35 0.00 -2,30 0.15 16,01 15.00 145.02 5,35 0.00 0.00 0,16 15.00 15,00 145,98 5.35 0.00 2.31 0,16 16,01 15,00 ....w._._,___..~.... ---' '_'M'A__.__..'_' Agenda Item No, 7 A February 26, 2008 Cascade 2001 Version 1.0 Page 94 01214 File: 5yr020107 Date: August 15, 2007 Page 11 -, .~-._---....,---- - ---- -------. ..--...-,.... Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (he) (in) (ets) (cfs) (acre-ft) (ft NGVD) (ft NGVD) --------~---------------------------------------------------------------------- -------------------------------------------------------------------------------- 147,00 5.35 0,00 0,00 0,16 15.00 15.00 148,02 5,35 0,00 -2.31 0.15 16.01 15,00 148.98 5.35 0.00 -2.30 0.15 16,01 15.00 150.00 5.35 0.00 -2,32 0,15 16.01 15.00 151.02 5.35 0,00 2.31 0,16 16.01 15,00 151. 98 5.35 0,00 0,00 0.16 15.00 15.00 153,00 5.35 0,00 2,31 0.16 16.01 15.00 154.02 5.35 0.00 0,00 0,16 15.00 15.00 154,98 5.35 0,00 2.31 0,16 16.01 15.00 156,00 5.35 0.00 0.00 0,16 15.00 15.00 157.02 5,35 0.00 -2.31 0.15 16.01 15.00 157.98 5.35 0.00 -2,29 0.15 16,01 15.00 159.00 5.35 0,00 0,00 0.16 15.00 15.00 160,02 5,35 0.00 -2.30 0.15 16.01 15.00 160,98 5.35 0.00 0,00 0,16 15.00 15.00 162,00 5,35 0,00 2,31 0,16 16.01 15.00 163.02 5,35 0,00 0.00 0.16 15.00 15.00 163.98 5.35 0.00 2.31 0.16 16.01 15.00 165,00 5,35 0,00 0.00 0,16 15,00 15.00 166.02 5,35 0.00 2.31 0.16 16.01 15.00 166,98 5.35 0,00 0,00 0.16 15.00 15.00 168.00 5.35 0,00 -2.31 0.15 16.01 15,00 169,02 5.35 0.00 0,00 0.16 15.00 15.00 169.98 5.35 0,00 2.31 0,16 16.01 15.00 171. 00 5.35 0.00 -2.29 0,15 16.01 15.00 172,02 5.35 0,00 -2.32 0.15 16.01 15.00 172.98 5.35 0.00 -2.30 0.15 16.01 15.00 17 4,00 5.35 0.00 0.00 0.16 15.00 15.00 175.02 5.35 0.00 -2.30 0,15 16.01 15.00 175,98 5,35 0,00 0.00 0.16 15.00 15.00 177. 00 5.35 0.00 2,31 0,16 16.01 15.00 178,02 5,35 0,00 0,00 0, J6 15.00 15.00 178.98 5.35 0.00 -2,30 0.15 16,01 15,00 180.00 5,35 0,00 0,00 0,16 15.00 15,00 181. 02 5.35 0.00 -2,30 0,15 16,01 15.00 181.98 5,35 0,00 0,00 0,16 15.00 15.00 183,00 5.35 0,00 2.31 0,16 16,01 15,00 184.02 5.35 0.00 0,00 0.16 15,00 15.00 184,98 5,35 0,00 2,31 0,16 16,01 15.00 186,00 5.35 0.00 0.00 0,16 15,00 15.00 187.02 5.35 0.00 -2.32 0,15 16.01 15.00 187,98 5.35 0,00 0,00 0.16 15.00 15.00 189.00 5.35 0,00 0.00 0,16 15,00 15.00 100.02 5,35 0,00 2.31 0.16 16.01 15,00 190,98 5,35 0.00 0,00 0,16 15.00 15.00 192.00 5.35 0,00 2.3] 0,16 16,01 15.00 193,02 5,35 0,00 0,00 0.16 15,00 15,00 193,98 5.35 0,00 -2.31 0,15 16,01 15,00 19'>,00 5.35 0,00 0,00 0.16 15.00 15,00 196,02 5.35 0.00 -2,31 0,15 16,01 15.00 196.98 5,35 0.00 0,00 0.16 15,00 15,00 198.00 5.35 0.00 2,31 0,16 16.01 15,00 199,02 5,35 0,00 0.00 0,16 15,00 15.00 199.98 5,35 0,00 0,00 0,16 15.00 15.00 201. 00 5.35 0,00 -2,29 0,15 16,0] 15,00 202.02 5.35 0.00 0,00 0,16 15.00 15.00 202.98 5.35 0,00 2.31 0.16 16.01 15.00 204,00 5.35 0.00 0,00 0.16 15.00 15.00 205.02 5.35 0,00 2.31 0,16 16,01 15,00 205.98 5.35 0.00 0,00 0,16 15.00 15.00 207.00 5.35 0,00 0.00 0.16 15.00 15,00 208,02 5,35 0,00 -2,30 0.15 16.01 15.00 208.98 5,35 0.00 0.00 0,16 15,00 15.00 210,00 5,35 0,00 2,31 0.16 16,01 15,00 211. 02 5.35 0.00 0.00 0,16 15.00 15.00 21l.98 5.35 0,00 0,00 0.16 15,00 15,00 213,00 5.35 0.00 0.00 0.16 15,00 15.00 ! Agenda Item No, 7A Cascade 2001 Version 1.0 February 26, 2008 Page 95 01214 File: 5yr020107 Date: August 15, 2007 page 12 -_.,_.-~----,~..__.~.._~_.-_..-_.._-----_.._.._-_.__..._-,_.'-- Cumulative Instant Current Cumulative Head Water 'rail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) ( in) (cfsl (cfs) (acre-ft) (ft NGVD) (ft NGVD) =============================================================================== 214.02 5.35 0.00 0.00 0.16 15,00 15.00 214 ,98 5.35 0.00 -2.31 0,15 16.01 15.00 216.00 5,35 0.00 0.00 0.16 15.00 15.00 217,02 5.35 0.00 0.00 0.16 15.00 15.00 217 . 98 5,35 0,00 0.00 0.16 15,00 15.00 219.00 5.35 0.00 0.00 0.16 15.00 15.00 220.02 5.35 0.00 -2.31 0.15 16.01 15.00 220.98 5.35 0,00 0.00 0,16 15,00 15.00 222.00 5.35 0,00 0.00 0.16 15.00 15.00 223,02 5.3!) 0.00 2.31 0,16 16,01 15.00 223.96 5.35 0.00 0.00 O.lE 15.00 15.00 225.00 5.35 0.00 0.00 0.16 15.00 15.00 226.02 5.35 0,00 2.31 0.16 16.01 15,00 226,98 5.35 0.00 0.00 0.16 15.00 15.00 228.00 5,35 0.00 0.00 0,16 15.00 15.00 229.02 5.35 0.00 -2.31 0.15 16.01 15,00 229.98 5.35 0.00 0.00 0.16 15.00 15.00 231. 00 5.35 0.00 0,00 0.16 15.00 15.00 232 . 02 5.35 0,00 0,00 0.16 15.00 15,00 232.98 5.35 0.00 2,31 0.16 16.01 15.00 234.00 5.35 0.00 0.00 0.16 15.00 15.00 235.02 5.35 0.00 0.00 0.16 15.00 15.00 235.98 5.35 0.00 2,31 0.16 16.01 15.00 237,00 5.35 0.00 0,00 0.16 15.00 15.00 238,02 5,35 0,00 0.00 0.16 15.00 15.00 238.98 5.35 0.00 0.00 0.16 15.00 15.00 240.00 5.35 0,00 2,31 0,16 16.01 15,00 241. 02 5.35 0.00 0.00 0,16 15.00 15.00 241. 98 5.35 0.00 0.00 0.16 15.00 15,00 243,00 5.35 0.00 0.00 0.16 15.00 15.00 244.02 5.35 0,00 2.31 0.16 16.01 15.00 244,98 5.35 0,00 0.00 0.16 15.00 15.00 246.00 5.35 0,00 0,00 0.16 15.00 15.00 247.02 5.35 0.00 0.00 0.16 15,00 15.00 247.98 5.35 0,00 -2.32 0.15 16.01 15.00 249.00 5.35 0.00 0.00 0.16 15.00 15,00 250,02 5.35 0.00 0.00 0.16 15.00 15.00 250.98 5.35 0,00 0.00 0.16 15.00 15.00 252.00 5,35 0.00 0.00 0.16 15,00 15,00 253.02 5,35 0.00 0.00 0,16 15,00 15.00 253.98 5,35 0,00 0.00 0.16 15.00 15.00 255.00 5.35 0.00 0.00 0,16 15.00 15.00 256.02 5.35 0.00 0.00 0,16 15.00 15.00 256.98 5.35 0,00 0.00 0,16 15.00 15,00 258.00 5,35 0.00 0,00 0.16 15,00 15,00 259,02 5.35 0,00 0.00 0.16 15.00 15,00 259.98 5.35 0.00 2.31 0,16 16.01 15,00 261. 00 5.35 0.00 0.00 0.16 15,00 15.00 262.02 5.35 0,00 0.00 0,16 15.00 15.00 262.96 5.35 0.00 0.00 0.16 15.00 15.00 264.00 5_35 0.00 0.00 0.16 15.00 15.00 265.02 5.35 0.00 0,00 0,16 15.00 15.00 265,93 5,35 0.00 0.00 0.16 15.00 15,00 267.00 5,35 0.00 0,00 0.16 15,00 15,00 268.02 5.35 0.00 0.00 0.16 15.00 15.00 268.98 5.35 0.00 2,31 0.16 16.01 15.00 270,00 5.35 0,00 0,00 0,16 15.00 15.00 271.02 5.35 0.00 0.00 0,16 15.00 15.00 271,98 5.35 0.00 0.00 0.16 15.00 15.00 27 3.00 5.35 0.00 0.00 0,16 15.00 15.00 274.02 5.35 0.00 0.00 0,16 15,00 15.00 274,98 5.35 0.00 0.00 O. ] 6 15.00 15.00 276.00 5.35 0,00 0,00 0.16 15.00 15.00 277.02 5.35 0.00 0.00 0.16 15,00 l!J.OO 277.98 5,35 0.00 0.00 0,16 15.00 15.00 27~,OO 5.35 0,00 0.00 0.16 15.00 15.00 230.02 5.35 0.00 0.00 0,16 15,00 15,00 -. - ~~_.._".~-~_.,- -,~~"'--.- __...._...._N Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 96 01214 File: 5yr020107 Date: August 15, 2007 Page 13 ___'m .....-- ----.- --------._~. --..._----._- ,--_.. ---- -~-_.. .-. ---.- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (he) (in) (cfs) (cfs) (acre- ft) (it NGVD) (ft NGVD) ------------_.~-------_..._----_._---------_._--------------------------------------- ------------------------------------------------------------------------------- 280.98 5.35 0.00 0,00 0,16 15.00 15.00 282.00 5.35 0.00 0,00 0,16 15.00 15.00 283,02 5,35 0.00 0,00 0,16 15,00 15,00 /83,98 5,35 0.00 0.00 0.16 15,00 15.00 285.00 5,35 0,00 0,00 0,16 15,00 15,00 286,02 5.35 0,00 0.00 0,16 15,00 15.00 286,98 5,35 0.00 0,00 0,16 15.00 15.00 288.00 5.35 0.00 0,00 0.16 15.00 15,00 289.02 5.35 0,00 0.00 0.16 15,00 15.00 289,98 5,35 0.00 0.00 0.16 15.00 15.00 291.00 5.35 0.00 0.00 0,16 15.00 15.00 292.02 5,35 0.00 0.00 0.16 15.00 15.00 292.98 5,35 0.00 0,00 0.16 15.00 15.00 294.00 5.35 0,00 0,00 0.16 15,00 15.00 295.02 5,35 0,00 0.00 0,16 15.00 15.00 295.98 5.35 0,00 0,00 0,16 15.00 15.00 297.00 5.35 0.00 0,00 0,16 15.00 15,00 298,02 5.35 0.00 0.00 0.16 15.00 15.00 298.98 5.35 0.00 0.00 0,16 15.00 15.00 300.00 5,35 0.00 0.00 0,16 15,00 15.00 301.02 5,35 0.00 0.00 0.16 15,00 15,00 301. 98 5.35 0.00 0,00 0,16 1.5.00 15.00 303,00 5,35 0.00 0,00 0.16 15.00 15.00 304.02 5.35 0.00 0.00 0,16 15.00 15.00 304.98 5,35 0.00 0.00 0,16 15.00 15,00 306,00 5,35 0,00 0.00 0,16 15.00 15.00 307,02 5.35 0.00 0.00 0.16 15,00 15.00 307.98 5,35 0,00 0.00 0,16 15.00 15,00 309.00 5.35 0.00 0,00 0,16 15,00 15.00 310.02 5,35 0.00 0.00 0,16 15.00 15,00 310.90 5.35 0.00 0.00 0,16 15,00 15.00 312.00 5,35 0.00 0.00 0,16 15.00 15.00 313.02 5.35 0.00 0,00 0,16 15.00 15.00 313.98 5,35 0,00 0,00 0.16 15.00 15.00 315,00 5.35 0,00 0,00 0,16 15,00 15.00 316,02 5.35 0,00 0.00 0,16 15.00 15,00 316,98 5,35 0,00 0,00 0,16 15,00 15.00 318,00 5.35 0,00 0,00 0.16 15.00 15,00 319,02 5,35 0,00 0.00 0,16 15,00 15,00 319.98 5.35 0.00 0.00 0.16 15.00 15.00 321 . 00 5.35 0.00 0.00 0,16 15,00 15.00 322,02 5.35 0,00 0,00 0,16 15.00 15.00 322.98 5.35 0,00 0.00 0,16 15.00 15.00 324.00 5.35 0,00 0,00 0,16 15.00 15.00 325.02 5,35 0,00 0,00 0,16 15,00 15.00 325.98 5.35 0.00 0,00 0.16 15.00 15.00 327 ,00 5,35 0.00 0.00 0.16 15.00 15,00 328.02 5.35 0.00 0.00 0,16 15,00 15.00 320,98 5,35 0,00 0.00 0.16 15.00 15.00 330,00 5,35 0.00 0,00 0,16 15,00 15,00 331.02 5.35 0.00 0,00 0,16 15,00 15.00 331.98 5,35 0.00 0.00 0.16 15.00 15,00 333,00 5,35 O.O(} 0,00 0.16 15,00 15,00 334,02 5.35 0.00 0.00 0.16 15.00 15.00 334.98 5,35 0,00 0,00 0,16 15,00 15.00 336.00 5.35 0.00 0,00 0.16 15.00 15.00 337,02 5,35 0,00 0.00 0,16 15,00 15,00 337.98 5.35 0.00 0,00 0.16 15.00 15.00 339,00 5.35 0,00 0.00 0,16 15,00 15.00 340.02 5,35 0.00 0.00 0,16 15.00 15.00 340.98 5.35 0.00 0,00 0.16 15.00 15.00 342,00 5.35 0,00 0.00 0.16 15.00 15.00 343.02 5.35 0,00 0,00 0.16 15.00 15,00 343.98 5,35 0.00 0,00 0,16 15.00 15.00 345.00 5.35 0.00 0.00 0.16 15.00 15,00 346,02 5,35 0.00 0,00 0,16 15,00 15.00 346.98 5.35 0,00 0.00 0,16 15.00 15.00 Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 97 01214 File; 5yr020107 Date: August 15, 2007 Page 14 --,.--"-.-------.. ._~. ~-------_._._----- ._-". "---" " ..--....- ...--...---.-------.--" Cumulative Instant Current Cumulative Head Water Tail Water 'rime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (efs) (acre-ft) 1ft NGVD) (ft NGVD) ------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- 348,00 5.35 0,00 0.00 0.16 15,00 15.00 349,02 5.35 0,00 0.00 0.16 15.00 15.00 349.98 5.35 0.00 0.00 0.16 15.00 15.00 351.00 5.35 0.00 0.00 0,16 15.00 15.00 352.02 5,35 0.00 0.00 0.16 15.00 15.00 352.98 5,35 0,00 0.00 0.16 15.00 15.00 354.00 5,35 0,00 0,00 0.16 15.00 15.00 355,02 5,35 0.00 0.00 0.16 15.00 15..00 355.98 5,35 0,00 0.00 0,16 15.00 15.00 357.00 5.35 0.00 0,00 0.16 15.00 15.00 358.02 5.35 0,00 0.00 0.16 15.00 15.00 358.98 5,35 0.00 0.00 0,16 15.00 15.00 360.00 5,35 0,00 0,00 0,16 15.00 15.00 361. 02 5.3:' 0,00 0.00 0.16 15.00 15.00 361. 98 5.35 0,00 0.00 0.16 15.00 15.00 363.00 5.35 0.00 0.00 0.16 15.00 15.00 364 . 02 5,35 0.00 0,00 0.16 15,00 15.00 364 . 98 5.35 0.00 0.00 0.16 15.00 15.00 366.00 5.35 0.00 0.00 0.16 15.00 15.00 367,02 5.35 0.00 0.00 0.16 15.00 15.00 367 . 98 5.35 0,00 0,00 0,16 15.00 15.00 369.00 5.35 0.00 0.00 0,16 15,00 15,00 370.02 5,35 0.00 0.00 0.16 15.00 15.00 370.98 5.35 0,00 0.00 0,16 15,00 15,00 372,00 5,35 0.00 0.00 0.16 15.00 15.00 373.02 5.35 0.00 0.00 0,16 15.00 15.00 373.98 5.35 0.00 0.00 0,16 15.00 15.00 375.00 5.35 0,00 0,00 0,16 15.00 15,00 376.02 5.35 0.00 0.00 0.16 15,00 15.00 376.98 5.35 0.00 0.00 0.16 15.00 15.00 3"78.00 5.35 0,00 0,00 0,16 15,00 15.00 379.02 5,35 0,00 0,00 0,16 15.00 15.00 379.98 5.35 0,00 0,00 0,16 15.00 15.00 381. 00 5,35 0.00 0,00 0.16 15.00 15.00 382.02 5.35 0,00 0,00 0.16 15.00 15.00 382.98 5.35 0.00 0.00 0.16 15,00 15.00 384.00 5.35 0,00 0,00 0,16 15.00 15.00 385.02 5.35 0.00 0.00 0.16 15,00 15.00 385.98 5,35 0,00 0.00 0.16 15.00 15.00 387.00 5.35 0,00 0,00 0,16 15.00 15.00 388,02 5,35 0.00 0.00 0.16 15.00 15.00 388.98 5,35 0,00 0.00 0,16 15.00 15.00 390,00 5.35 0.00 0.00 0,16 15.00 15.00 391.02 5.35 0.00 0.00 0.16 15.00 15.00 391,98 5.35 0,00 0,00 0,16 15,00 15,00 393,00 5.35 0.00 0.00 0,16 15,00 15,00 394,02 5,35 0,00 0.00 0,16 15.00 15.00 394.98 5.35 0.00 0,00 0,16 15.00 15,00 396.00 5.35 0.00 0.00 0,16 15.00 E),OO 397.02 5,35 0.00 0.00 0,16 15.00 15,00 397.90 5.35 0,00 0,00 0,16 15.00 15.00 399.00 5,35 0.00 0.00 0.16 15.00 15.00 400.02 5.35 0,00 0,00 0,16 15.00 15.00 400.98 5,35 0,00 0,00 0.16 15,00 15.00 402.00 5,35 0,00 0.00 0,16 15.00 15.00 403,02 5.35 0,00 0.00 0.16 15.00 15,00 403.98 5.35 0.00 0,00 0,16 15.00 15,00 405,00 5.35 0,00 0.00 0.16 15.00 15.00 406.02 5,35 0.00 0.00 0,16 15,00 15.00 406,98 5.3:' 0.00 0,00 0.16 15,00 15.00 408.00 5,35 0.00 0.00 0.16 15.00 15.00 409,02 5.35 0.00 0.00 0,16 15,00 15.00 409.98 5,35 0,00 0.00 0,16 15.00 15,00 411. 00 5,35 0,00 0.00 0.16 15.00 15.00 412.02 5,35 0.00 0,00 0,16 15,00 15.00 412.98 5.35 0.00 0.00 0.16 15.00 15.00 414 .00 5,35 0,00 0.00 0,16 15,00 15,00 - ,--.,,-_..~,..- ...."--~--..'-- ,"-,-,,_.. Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 98 of 214 File: 5yr020107 Date: August 15, 2007 Page 15 --" - .~... -, - Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (cfs) (cfs) (acre-ft) 1ft NGVD) (ft NGVD) ==============================~================================================ 415.02 5,35 0,00 0,00 0.16 15.00 15.00 415.98 5,35 0.00 0.00 0,16 15.00 15.00 417.00 5,35 0,00 0,00 0.16 15.00 15.00 418 . 02 5,35 0.00 0.00 0,16 15.00 15.00 418.98 5.35 0,00 0.00 0,16 15,00 15.00 420.00 5,35 0.00 0,00 0.16 15.00 15,00 421.02 5.35 0.00 0.00 0.16 15.00 15.00 421. 98 5.35 0.00 0.00 0,16 15,00 15.00 423.00 5,35 0,00 0.00 0.16 15.00 15.00 424.02 5.35 0,00 0.00 0.16 15.00 15.00 424.98 5,35 0,00 0.00 0,16 15.00 15.00 426.00 5,35 0,00 0,00 0,16 15.00 15.00 427.02 5.35 0,00 0,00 0.16 15.00 15.00 427.98 5,35 0,00 0,00 0.16 15.00 15.00 429,00 5,35 0.00 0,00 0,16 15,00 15.00 430.02 5.35 0,00 0.00 0.16 15,00 15.00 430.98 5.35 0.00 0,00 0.16 15.00 15,00 432,00 5,35 0,00 0,00 0,16 15.00 15.00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ~- --- --------- - --.---------- -- ..----- ---------- --------- ._-- - -------- ------------- -- --- - ------ -- - - - -----------..- - - -.-- Struc Max (cfs) Time Ihr) Min (cfs) Time Il1r) --------- -------- --- - - ----- - -------.- ----- ----~---- --~ -~-~- ---. ----------_.~ _._---~-- ---~--~. - ------ ---~--- - -- --- -- - .---- 1 0.32 15,90 -0,14 00,06 2 2.36 10.50 -2.33 10,44 BASIN MAXIMUM AND MINIMUM STAGES ----~ ---------- - --_.~ --~ ------ -- -- .._-~ ~----- ----- -.. ~ --- -- .-- ------ --------------- -- -- --- ~-- ------- -- -- --~-- ----------.~----.- ~---- ~ Basin Max Iftl Time (hr) Min (it) Time Ihr) - ------ .-- -------~--_...- ----~------ --- - - - - - - - -.-.--.- -------- --.,.. -- -- - -- --.----------------------------------------.----------------------- 8asin-front 17,10 16,32 15.00 0,00 basin-rear 17,10 16.14 15,00 0,00 BASIN WATER BUDGETS (all units in acre-ft) --- --- - - -- - - -- --.-- --- -- --- - - -- ------ - -_.-. -- ---- --- --- - ----- -- - -- -- - - --.---- -- ---- - - ---~-- ----------------------_.~------------------------------------ ---------------------- Total Structure Structure Initial Final Basin Runof f Inflow Outflow Storage Storage Residual =========================~~-~==================================================== Basin-front 0,65 0.16 0,80 0,00 0.00 0.00 basin-rear O,lS 0.00 0.16 0.00 0.00 0,00 Agenda Item No, 7A February 26, 2008 Page 99 01214 Big Corkscrew Fire Station #14 IO-year I-day . ---- .-, --'_._"-,-~-,-,-_.,--_"" '_.'''-'> ,--..,,-.- Agenda Item No, 7 A Cascade 2001 Version 1.0 February 26,2008 Page 10001214 File: 10yr020l07 Date: August 15, 2007 Page 1 ~.,.-~~-,._._._..~--'--_._-- ------' --.---..--------------- PI"oject Name: Fire Sta ~14 Reviewer: Jerry Neal Project Number: 2006.092 Period Begin: Jan 25, 2007;0000 hr End: Feb 14, 2007;0000 hr Duration: 480 hr Time Step: 0.06 hr, Iterations: 200 Basin 1: Basin-front Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 10 year 1 Day Rainfall: 6.29 inches Area: 2.63S acres Ground Storage: 2.94 inches Time of Concentration: 0.2 hours Initial Stage: 15 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 15.00 0,00 16.00 0.00 16,50 0.17- 17.00 0,23 17,50 0,39 18.00 0,65 Basin 2: basin-rear Method: Santa Barbara Unit Hydrograph Rainfall Distributjon: SFWMD - 24 hr Design Frequency: 10 year 1 Day Rainfall: 6.29 inches Area: 0.517 acres Ground Storage: 1.9S inches Time of Concentration: 0.2 hours Initial Stage: 15 ft NGVD Stage Storage (ft NGVD) (acl-e-fl) -------~- -----~--- 15.00 0.00 16.00 0.00 16.~O 0,09 17.00 0,20 1'7.50 0,34 18.00 0,57 Offsite Receiving Body: Offsitcl Time Stage (hr) (ft NGVD) --------- --------- 0,00 15,00 30,00 15,40 60,00 15.50 75.00 15.50 100.00 15.40 150.00 15,30 200,00 15.20 250.00 15,10 300.00 15,00 500,00 15.00 Structure: 1 From Basin: Basin-front Agenda Item No, 7A Cascade 2001 Version 1.0 February 26, 2008 Page 101 01214 File: 10yr020l07 Date: August 15/ 2007 Page 2 --- _.~-,._.~-_.._..-._.-.._.._~,-,-'-_._._-~~--_._---_.- To BaBin: Offsitel Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 18.1 it NGVD, Length = 4 ft Bleeder: Circularl Invert Elev '" 15 it NGVD, Diameter = 0.25 ft Default CoeEs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) Icfs) Icfs) (acre-ft) 1ft NGVD) (ft NGVD) =~====~======================================================================== 0,00 0.00 0.00 0,00 0.00 15,00 15.00 1. 02 0.06 0,00 0.00 0.01 15.00 J5.0l 1. 98 0.12 0.00 0.00 0,01 15.00 15.03 3,00 0.20 0.00 0.00 0,01 15,00 15.04 4.02 0.29 0.00 -0.01 0.01 15.00 15.05 4,98 0.39 0.00 --0.01 0.01 J 5.00 15,07 6.00 0.52 0.00 -0,01 0,00 15.00 15.08 7,02 0.68 0,02 -0.01 0,01 15.00 15.09 7.98 0.86 0.07 --0.02 0.01 15.00 15.11 9.00 1. 08 0.15 0.22 0.02 15.00 15.12 10.02 1. 35 0.26 0.22 0,03 16.03 15.13 10.98 1. 68 0.47 0.23 0.05 16.07 15.15 12.00 4.13 7.67 0.31 0.07 16,85 15.16 13,02 4.83 1.13 0.34 0,10 17.26 15,17 13.98 5.14 0.66 0.34 0,13 17.31 15.19 15.00 5.35 0.43 0.35 0.15 17.35 15,20 16.02 5.54 0.42 0.35 0.18 17.37 15,21 16,98 5.65 0,26 0.35 0.21 17,38 15.23 18.00 5.76 0,26 0.34 0.24 17.37 15,24 19,02 5,88 0.26 0.34 0,27 17.37 15.25 -- 19.98 5.99 0.26 0.34 0,30 17.36 15.27 21. 00 6,06 0,18 0.34 0.33 17,35 15.28 22.02 6.14 0.18 0,34 0.35 17.33 15.29 22.90 6,21 0,18 0.33 0.38 17 ,31 15.31 24.00 6,29 0.16 0.33 0,41 17.30 15.32 25.02 6,29 0.00 0.33 0.44 17 .20 15.33 25.98 6,29 0.00 0.32 0,46 17 .21 15.35 27.00 6,29 0.00 0.32 0.49 17.16 15.36 20.02 6,29 0,00 0.31 0,52 17 ,12 15.37 28.98 6.29 0,00 0,31 0.54 17 ,07 15.39 30,00 6.29 0,00 0,30 0.57 17,03 15.40 31. 02 6.29 0.00 0,30 0,59 16,98 15.40 31. 98 6,29 0.00 0,29 0.61 16,93 15,41 33.00 6.29 0.00 0.29 0,64 16.67 15.41 34.02 6.29 0.00 0,26 0.66 16.82 15.41 34,96 6,29 0.00 0,28 0,68 16.77 15,42 36.00 6.29 0.00 0,27 0.71 16 . "72 15,42 37,02 6.29 0,00 0,26 0.73 16,67 15,42 37.90 6.29 0.00 0,26 0.75 16.62 15.43 39.00 6.29 0.00 0,25 0.77 16.58 15.43 40,02 6.29 0.00 0,25 0.79 16.53 15,43 40.96 6.29 0.00 0,24 0.81 16.48 15.44 42,00 6,29 0.00 0.24 0,83 16.44 15.44 43.02 6.29 0,00 0.23 0.85 16.39 15.44 43.96 6,29 0.00 0,22 0,07 16.35 15,45 45.00 6.29 0.00 0,22 0.89 16.30 15.45 46.02 6,29 0,00 0,21 0.91 16.26 15.45 46.96 6,29 0,00 0,21 0.92 16,22 15,46 48.00 6.29 0.00 0.20 0.94 16.18 15.46 49.02 6.29 0,00 0.19 0.96 16,14 15.46 49,90 6.29 0.00 0.19 0,97 16.10 15,47 51. 00 6.29 0,00 0,18 0.99 16,07 15.47 52.02 6.29 0.00 0.18 1. 00 16.03 15.47 52.98 6.29 0.00 -0.14 1. 02 16.03 15.48 54.00 6,29 0.00 0.17 1. 02 16.02 15.48 55.02 6.29 0.00 -0.14 1. 02 16.02 15,46 55.98 6,29 0.00 -0.14 1. 02 16,01 15.49 57.00 6,29 0.00 0,17 1. 02 16,01 15.49 58.02 6.29 0.00 -0.14 1. 02 16,01 15,49 58.98 6,29 0.00 --0, J 4 1. 02 16,01 15,50 --- ~_. . ~.,- ......._" ~-~_._... -- Agenda Item No, 7A February 26, 2008 CaSCdde 2001 Version 1.0 Page 10201214 F'fIe: 10yr020107 Date: August 15, 2007 Page 3 -'--_._-_.--'-~-----"--' ,- CUffitl1ative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) ( in) (cfs) (efs) (acre-ft) (ft NGVD) (ft NGVDI --------------------------.--------------------------------------------------------- ------------------- ---- ------- --- ---- --- ------ -- -.- -- ----- ---------------- ---------- 60.00 6.29 0,00 0.17 1. 03 16,00 15.50 61,02 6.29 0,00 -0.14 1. 03 16.00 15,50 61.98 6.29 0,00 -0.14 1. 03 16,00 15.50 63.00 6.29 0.00 -0,14 1. 03 16.00 15.50 6'.02 6.29 0.00 -0.14 1. 02 15,00 15.50 64.98 6.29 0,00 -0.14 1. 02 15,00 15,50 66.00 6,29 0,00 0,17 1. 02 15.00 15.50 67.02 6,29 0,00 -0,14 1. 02 15,00 15.50 67,98 6.29 0,00 -0,14 1. 03 15,00 15.50 69.00 6.29 0.00 0.17 1.03 15,00 15.50 70.02 6.29 0,00 -0.14 1.02 15,00 15.50 70.98 6,29 0.00 -0,14 1. 02 15.00 15.50 72 .00 6,29 0.00 0,17 1. 02 15,00 15.50 73,02 6.29 0,00 -0.14 1. 02 15.00 15.50 73.98 6.29 0.00 -0,14 1. 03 15,00 15.50 75.00 6.29 0.00 0.17 1. 03 15.00 15.50 76,02 6,29 0.00 -0,14 1. 02 15,00 15.50 76.98 6,29 0.00 0,17 1. 02 15.00 15.49 78,00 6,29 0,00 -0,14 1 ,02 15,00 15.49 79,02 6,29 0,00 0.1"1 1. 03 15,00 15.48 79.98 6.29 0,00 0,17 1. 03 15.00 15.48 81. 00 6,29 0,00 -0.14 1. 03 1~). 00 15,48 82.02 6.29 0,00 -0.14 1. 02 15.00 15,47 82.98 6.29 0.00 -0,14 1. 02 15,00 15.47 84,00 6.29 0.00 0.17 1. 02 15.00 15.46 85,02 6.29 0.00 -0.14 1. 03 15,00 15.46 85,98 6.29 0.00 -0.14 1. 03 15.00 15,46 87.00 6.29 0.00 -0.14 1. 02 15.00 15.45 88.02 6,29 0.00 0,18 1. 02 15,00 15.45 88,98 6,29 0.00 0.18 1. 03 15.00 15.44 90.00 6,29 0,00 -0,13 1. 02 15,00 15.44 91. 02 6.29 0,00 -0,13 1. 02 15.00 15.44 91. 98 6.29 0.00 -0.13 1. 02 15,00 15,43 93,00 6,29 0,00 0.18 1.03 15,00 15.43 94.02 6,29 0,00 0.18 1. 02 15.00 15,42 94,98 6.29 0,00 0.18 1. 02 15.00 15.42 96.00 6,29 0,00 -0.13 1. 03 15,00 15,42 97,02 6.29 0,00 0.19 1. 02 15.00 15.41 97,98 6.29 0.00 0,18 1. 02 15,00 15.41 99.00 6.29 0.00 -0.12 1. 03 15.00 15,40 100,02 6.29 0.00 -0,12 1. 02 15.00 15.40 100,98 6.29 0,00 0,19 1. 02 15.00 15.40 102.00 6,29 0,00 -0,12 1. 03 15,00 15.40 103.02 6.29 0.00 -0,12 1. 02 15,00 15.39 103.98 6,29 0,00 0,19 1. 02 15.00 15,39 105.00 6.29 0,00 -0.12 1. 03 15.00 15.39 106,02 6.29 0,00 -0,12 1. 02 15.00 15,39 106.98 6,29 0.00 0,19 1. 02 15,00 15.39 108 , 00 6,29 0,00 -0,12 1. 03 15.00 15.38 109,02 6.29 0,00 0.19 1. 02 15,00 15.38 109.98 6.29 0.00 0,19 1,02 15,00 15.38 111. 00 6.29 0,00 -0,12 1. 03 15.00 15.38 112,02 6.29 0,00 0.19 1. 02 15,00 15.38 112.98 6,29 0.00 C,19 1. 03 15.00 15.37 114.00 6,29 0.00 -0,12 1. 02 15,00 15.37 115.02 6,29 0,00 0,19 1. 02 15,00 15.37 115.98 6.29 0.00 0.19 1. 03 15.00 15.37 117,00 6.29 0,00 -0.12 1. 02 15,00 15.3'1 118,02 6,29 0.00 0,19 1. 03 15,00 15,36 118,98 6,29 0,00 -0.12 1. 02 15.00 15,36 120.00 6,29 0.00 0.19 1. 02 15.00 15.36 121. 02 6.29 0.00 -0,11 1. 03 15.00 15,36 121. 98 6,29 0.00 0.19 1. 02 15.00 15.36 123.00 6.29 0.00 -0,11 1. 02 15.00 15.35 124,02 6,29 0.00 '0.11 1. 02 15.00 15,35 124,98 6.29 0.00 -0,11 1. 02 15.00 15,35 126.00 6,29 0,00 0,19 1. 03 15.00 15.35 Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 103 01214 File: 10yr020107 Date: August 15, 2007 Page 4 -~- ----- ... --. .~_._--,,-_.."-'---" - .-----.--. ----_.--- Cumulative Instant Current Cl..lm\.lla ti ve Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) 1ft NGVD) 1ft NGVD) ===============================~=============================================== 127.02 6,29 0.00 0.19 1. 02 15.00 15.35 127 . 90 6.29 0,00 0.19 1. 03 15.00 15.34 129.00 6,29 0.00 -0.11 1. 02 15.00 15.34 130,02 6,29 0,00 0.19 1. 02 15.00 15.34 130 , 90 6.29 0.00 0.19 1. 03 15.00 15.34 132,00 6.29 0.00 0.20 1. 02 15,00 15.34 133,02 6,29 0.00 -0,11 1. 02 15,00 15.33 13 3, 98 6.29 0,00 -0,11 1. 02 15.00 15,33 135.00 6,29 0,00 0,20 ] .02 15,00 15.33 136,02 6.29 0,00 -0,11 1. 03 15.00 15,33 13 6,90 6.29 0,00 0.20 1. 02 15,00 15.33 138.00 6.29 0.00 -0.11 1. 03 15,00 15.32 139.02 6.29 0.00 0,20 1. 02 15.00 15.32 139.90 6.29 0.00 0.20 1. 02 15.00 15.32 141. 00 6,29 0.00 -0,10 1. 02 15,00 15.32 142.02 6.29 0.00 0.20 1. 02 15.00 15.32 142.98 6.29 0.00 -0,10 1. 03 15.00 15.31 144,00 6.29 0.00 -0.10 1. 02 15.00 15.31 145.02 6,29 0.00 0.20 1. 03 15.00 15.31 ]45.98 6,29 0,00 0.20 1. 02 15,00 15.31 14 7,00 6.29 0.00 -0,] 0 1. 03 15,00 15.31 148,02 6.29 0.00 -0.10 1. 02 15.00 15,30 140.90 6,29 0.00 0,20 1. 02 15.00 15.30 150,00 6,29 0,00 -0,10 1. 02 15.00 15,30 151.02 6.29 0.00 0,20 1. 02 15.00 15.30 151. 90 6.29 0.00 -0.10 1. 02 15.00 15,30 153,00 6.29 0.00 0.20 1. 02 15.00 15.29 154 . 02 6.29 0.00 -0,10 1. 03 15.00 15.29 154.98 6.29 0,00 0,20 1. 02 15.00 15.29 156.00 6.29 0.00 -0.10 1. 03 15.00 15.29 157.02 6.29 0.00 -0,09 1. 02 15.00 15.29 157.98 6,29 0,00 -0,09 1. 03 15.00 15,28 159.00 6.29 0.00 -0.09 1. 02 15.00 15,28 160.02 6,29 0,00 -0.09 1. 02 15,00 15.28 160.98 6.29 0.00 -0.09 1. 02 15,00 15.28 162,00 6.29 0.00 0,20 1. 02 15.00 15.28 163,02 6.29 0.00 -0.09 1. 02 15.00 15.27 163.98 6,29 0,00 0.20 1. 02 15.00 l5.2? 165.00 6.29 0.00 -0.09 1. 03 15.00 15.27 166.02 6,29 0.00 0.20 1. 02 15.00 15.27 166.98 6,29 0.00 0.20 1. 03 15,00 15.27 160,00 6,29 0,00 -0.09 1. 02 15.00 15,26 169,02 6.29 0.00 0.20 1. 03 15.00 15.26 169.98 6.29 0.00 -0,09 1. 02 15.00 15.26 171. 00 6.29 0,00 0.20 1. 03 15.00 15.26 172.02 6.29 0,00 -0.09 1. 02 15,00 15,26 172,98 6,29 0,00 0.21 1. 02 15.00 15,25 174,00 6.29 0.00 -0.00 1. 02 15.00 15.25 17 5,02 6.29 0,00 -0,08 1. 02 15.00 15.25 17 5.98 6.29 0.00 -0.00 1. 02 15.00 15.25 17 7 , 00 6.29 0,00 -0.00 1. 02 15.00 15,25 17 B. 02 6.29 0,00 -0.00 1. 02 15.00 l5,2~ 178,98 6.29 0.00 -0.08 1. 02 15.00 15.24 180.00 6.29 0.00 -0,08 1. 02 15.00 15.24 181.02 6,29 0,00 -0,08 1. 02 15,00 15.24 181. 98 6.29 0,00 -O.O? 1. 02 15.00 l5.2~ 103.00 6.29 0.00 0,21 1. 02 ]5.00 15.23 184,02 6.29 0,00 -0,07 1. 02 15,00 15,23 184.98 6,29 0.00 0.21 1. 02 15,00 15.23 106.00 6.29 0,00 -0,07 1. 03 15,00 15,23 187.02 6.29 0.00 0.21 1. 02 15,00 15,23 107,98 6.29 0.00 -0.07 1. 03 15.00 15,22 189.00 6.29 0.00 -0,07 1. 02 15,00 15,22 190.02 6.29 0.00 0.21 1. 03 15,00 15,22 190.98 6.29 0.00 -0,07 1. 02 15,00 15.22 192.00 6.29 0.00 0.21 1. 03 15.00 15.22 193.02 6.29 0,00 -0.06 1. 02 15,00 15,21 ....~.,_.,~_...,., .~-'-' ..,. __.,O'_.__~_,______ Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 104 01214 File: lOyr020107 Date: August 15, 2007 Page 5 -...- -----------.---- .~.- Cumulative Instant CUr-rent Cumulative Head Water '1'ail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (efs) (acre-ft) (ft NGVD) (ft NGVD) ----------------------------------------------------------..----------------------- --------------------------------------------------------------------------------- 193.98 6.29 0,00 0,21 1. 02 15.00 15.21 195,00 6,29 0,00 -0,06 1. 02 15.00 15.21 196.02 6.29 0.00 -0,06 1. 02 15.00 15.21 196.9B 6,29 0.00 -0,06 1. 02 15.00 15.21 198.00 6.29 0,00 0.21 1. 02 15.00 15.20 199.02 6.29 0,00 -0.06 1. 03 15.00 15.20 199.9B 6.29 0,00 -0.06 1. 02 15.00 15.20 201,00 6.29 0.00 -0,06 1. 03 15,00 15.20 202.02 6,29 0.00 -0.06 1. 02 15.00 15.20 202,98 6.29 0,00 0,21 1. 03 15.00 15.19 201.00 6.29 0.00 -0.05 1. 02 15,00 15.19 205.02 6.29 0.00 0.22 1. 02 15.00 15.19 205,98 6.29 0,00 -0.05 1. 03 15.00 15.19 207.00 6.29 0,00 -0,05 1. 02 15.00 15.19 208.02 6,29 0,00 -0.05 1. 03 15.00 15.18 208.98 6.29 0,00 -0,05 1. 02 15.00 15,18 210.00 6.29 0.00 0.22 1. 02 15,00 15.18 211. 02 6.29 0,00 -0,05 1. 02 15.00 15.18 211,98 6,29 0.00 -0,05 1. 02 15,00 15.18 213.00 6,29 0.00 -0.05 1. 03 15.00 15,17 214,02 6.29 0,00 -0.04 1. 02 15,00 15.17 214.98 6,29 0,00 -0.01 1. 02 15.00 15.17 216. 00 6.29 0.00 -0,04 1. 02 15.00 15.17 217 . 02 6.29 0,00 -0,04 1. 02 15.00 15.17 21"7,98 6.29 0,00 -0.04 1. 03 15,00 15,16 219.00 6.29 0.00 -0,04 1. 02 ]5,00 15.16 220,02 6,29 0.00 -0.04 1. 02 15.00 15,16 220.98 6.29 0,00 -0,04 1. 03 15.00 ]5,16 222.00 6.29 0.00 -0.04 1. 02 ]5.00 15.16 223,02 6.29 0,00 0.22 1. 03 15,00 15.15 223.98 6,29 0.00 -0,04 1. 02 15,00 15.15 225.00 6.29 0,00 -0,04 1. 02 15.00 15,15 226.02 6,29 0.00 -0,03 1. 03 15.00 15.15 226.98 6,29 0,00 -0,03 1. 02 15,00 15.15 228,00 6.29 0,00 -0.03 1. 02 15,00 15,14 229,02 6,29 0,00 0,22 1. 02 15.00 15.14 229,98 6.29 0,00 -0,03 1. 03 15.00 15.] 4 231.00 6.29 0.00 -0,03 1. 02 15.00 15,14 232,02 6,29 0,00 -0,03 1. 02 15.00 15.14 232.98 6,29 0,00 -0,03 1. 03 15,00 ]5,13 234,00 6.29 0,00 -0.03 1. 02 15,00 ] 5 .13 235.02 6.29 0,00 -0,03 1. 02 15.00 15,13 235.98 6,29 0.00 -0,03 1. 02 15.00 15.13 237,00 6.29 0,00 -0.03 1. 03 15,00 15.13 238,02 6,29 0,00 -0.03 1. 02 15.00 15.12 238,98 6,29 0,00 -0,02 1. 02 15,00 15.12 240,00 6,29 0.00 -0,02 1. 03 15.00 15.12 241.02 6.29 0.00 -0,02 1. 02 15,00 15.12 241. 98 6,29 0.00 -0,02 1. 02 15,00 15.12 243,00 6.29 0.00 -0,02 1. 02 15,00 15,11 244,02 6.29 0,00 -0,02 1. 03 15,00 15.11 244.98 6,29 0,00 -0,02 1. 02 15.00 15.11 246.00 6.29 0.00 -0.02 1. 02 15,00 1.').11 247,02 6.29 0,00 -0,02 1. 02 15.00 15,11 247,98 6,29 0,00 -0,02 1. 02 15.00 15,10 249.00 6,29 0,00 -0.02 1. 03 15,00 15,10 250.02 6.29 0,00 -0,02 1. 02 15.00 15.10 250.98 6.29 0,00 -0.02 1. 02 15,00 15.10 252,00 6.29 0.00 -0,02 1. 02 15,00 15.10 253,02 6,29 0.00 0,22 1.02 15,00 15.09 253.98 6.29 0.00 -0.01 1. 03 15.00 15.09 255.00 6.29 0.00 -0,01 1. 02 15.00 15.09 256,02 6,29 0,00 -0,01 1. 02 15,00 15,09 256.98 6,29 0,00 -0.01 1. 02 15,00 15,09 258.00 6.29 0,00 -0,01 ] .02 15,00 15.08 259.02 6,29 0.00 0,01 1. 02 15,00 15.08 259,98 6.29 0,00 -0,01 1. 03 15.00 15.08 Agenda Item No. 7A Cascade 2001 version 1,0 February 26, 2008 File: 10yr020107 Date: August 15, 2007 Page 106i 01214 .- p ge _._----_._-----_..__._-,_._._---~._--'_._.._-_._---_.-._-_._---~-- cumulative Instant Current Cumulative Head Water Tail Water 'rime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (efg) (efg) (acre-ft) (ft NGVD) (ft NGVD) :============================================================================== 261. 00 6.29 0,00 -0.01 1. 03 15.00 15.08 262,02 6.29 0,00 -0.01 1. 02 15.00 15.08 262,98 6,29 0,00 -0.01 1. 02 15,00 15.07 264.00 6.29 0,00 -0.01 1.02 15.00 15.07 265.02 6.29 0.00 -0.01 1. 02 15,00 15,07 265,98 6.29 0.00 -0,01 1. 02 15.00 15.07 26'7.00 6.29 0.00 -0.01 1. 02 15.00 15.07 268,02 6.29 0.00 -0,01 1. 02 15.00 15.06 268.98 6,29 0.00 -0,01 1. 02 15.00 15,06 270.00 6.29 0,00 -0,01 1. 03 15.00 15,06 271. 02 6.29 0,00 -0.01 1. 03 15,00 15,06 271. 98 6,29 0,00 -0,01 1. 03 15,00 15.06 273.00 6.29 0.00 -0.01 1. 02 15,00 15.05 271. 02 6.29 0,00 0.00 1. 02 15.00 15.05 274 . 98 6.29 0.00 0.00 1. 02 15,00 15,05 276.00 6.29 0,00 0.00 1.02 15,00 15.05 277,02 6,29 0.00 0.00 1. 02 15,00 15.05 277 , 98 6.29 0.00 0.00 1. 02 15.00 15,04 279.00 6.29 0.00 0.00 1.02 15.00 15.04 280,02 6,29 0.00 0,00 1.02 15.00 15.04 280.98 6.29 0.00 0.00 1. 02 15.00 15.04 282.00 6.29 0,00 0.00 1. 02 15.00 15.04 283,02 6.29 0.00 0.00 1. 02 15.00 15.03 283.98 6.29 0.00 0.00 1. 02 15.00 15.03 285,00 6.29 0,00 0.00 1. 02 15.00 15.03 286.02 6.29 0.00 0.00 1. 02 15.00 15.03 286.98 6.29 0.00 0,00 1.02 15,00 15.03 288.00 6,29 0,00 0,00 1. 02 15.00 15.02 289.02 6,29 0.00 0,00 1. 02 15.00 15.02 289.98 6,29 0.00 0.00 1. 02 15.00 15.02 291.00 6,29 0.00 0.00 1. 02 15.00 15.02 292.02 6,29 0.00 0.00 1. 02 15,00 15.02 292,98 6,29 0.00 0.00 1. 02 15.00 15.01 294.00 6,29 0.00 0,00 1. 02 15.00 15.01 295,02 6,29 0,00 0,00 1. 02 15.00 15.01 295.98 6.29 0.00 0.00 1. 02 15.00 15,01 297.00 6.29 0.00 0,00 1. 02 15.00 15.01 298.02 6,29 0.00 0.00 1. 02 15,00 15.00 298.98 6.29 0.00 0.00 1. 02 15.00 15.00 300.00 6,29 0.00 0,00 1. 02 15.00 15.00 301.02 6.29 0.00 0.00 1. 02 15,00 15.00 301. 98 6,29 0,00 0.00 1. 02 15,00 15.00 303.00 6,29 0.00 0.00 1,02 15,00 15.00 304,02 6.29 0,00 0,00 1. 02 15.00 15.00 304.98 6.29 0,00 0.00 1.02 15.00 15.00 306.00 6.29 0,00 0,00 1. 02 15.00 15.00 307,02 6,29 0.00 0,00 1,02 15.00 15,00 307.98 6.29 0.00 0,00 1. 02 15.00 15.00 309,00 6.29 0,00 0,00 1. 02 15.00 15,00 310.02 6.29 0.00 0.00 1. 02 15.00 15.00 310,98 6.29 0,00 0,00 1. 02 15.00 15,00 312.00 6,29 0.00 0.00 1. 02 15.00 15.00 313.02 6.29 0.00 0.00 1. 02 15.00 15,00 313.98 6.29 0.00 0.00 1. 02 15.00 15.00 315.00 6.29 0,00 0,00 1. 02 15.00 15.00 316.02 6,29 0.00 0.00 1. 02 15.00 15,00 316 ' 98 6.29 0.00 0.00 1. 02 15.00 15.00 318.00 6,29 0,00 0.00 1. 02 15.00 15.00 319.02 6.29 0,00 0.00 1. 02 15.00 15.00 319.98 6.29 0,00 0.00 1. 02 15.00 15,00 321.00 6.29 0.00 0.00 1. 02 15,00 15,00 322.02 6.29 0,00 0,00 1. 02 15.00 15.00 322,98 6.29 0.00 0,00 1. 02 15.00 15,00 324,00 6.29 0,00 0,00 1. 02 15.00 15,00 325,02 6.29 0.00 0,00 1. 02 15.00 15,00 325,98 6.29 0.00 0,00 1. 02 15.00 15.00 327,00 6,29 0,00 0.00 1. 02 15.00 15.00 '_,_n,., _ ____..M..._.._ ---,,-.... .--. Agenda Item No, 7 A February 26, 2008 Cascade 2001 Version 1.0 Page 106 01214 File: 10yr020107 Date: August 15, 2007 Page 7 ~--_.' -----. .u_.___".____ .--_.--~._-_.~ Cumulative Instant Current Cumulative Head Water Tail Water: Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (efs) (cfs) (acre-ft) 1ft NGVD) 1ft NGVD) ==================================~============================================ 328.02 6,29 0.00 0.00 1. 02 15,00 15.00 328.98 6.29 0.00 0.00 1. 02 15,00 15.00 330.00 6.29 0.00 0.00 1. 02 15.00 ]5.00 331. 02 6.29 0.00 0.00 1. 02 15.00 15.00 331. 98 6.29 0.00 0.00 1. 02 15,00 ]5.00 333.00 6,29 0,00 0.00 1. 02 15,00 15.00 334.02 6,29 0,00 0,00 1. 02 15.00 15,00 334.98 6,29 0.00 0,00 1. 02 15,00 15.00 336,00 6.29 0.00 0.00 1,02 15.00 15.00 337.02 6,29 0.00 0.00 1. 02 15.00 15.00 337,98 6.29 0.00 0.00 1. 02 15,00 15.00 339.00 6.29 0,00 0,00 1,02 15.00 15.00 340.02 6,29 0,00 0,00 1. 02 15.00 15.00 340.98 6,29 0.00 0,00 1. 02 15,00 15.00 342,00 6,29 0,00 0.00 1. 02 15,00 15,00 343,02 6.29 0,00 0,00 1. 02 15.00 15.00 343 . 98 6,29 0,00 0,00 1. 02 15.00 15.00 345,00 6,29 0.00 0,00 1. 02 15,00 15.00 346.02 6.29 0,00 0.00 1. 02 15,00 15.00 346.98 6.29 0.00 0,00 1. 02 15.00 15.00 348.00 6.29 0,00 0,00 1. 02 ] 5,00 15.00 349.02 6.29 0,00 0,00 1. 02 15.00 15.00 349,98 6.29 0,00 0,00 1.02 15,00 15.00 351,00 6.29 0,00 0,00 1. 02 15,00 15.00 352.02 6.29 0,00 0,00 1. 02 15.00 15.00 352.98 6.29 0,00 0.00 1. 02 15.00 15.00 354,00 6,29 0,00 0.00 1. 02 15.00 15,00 355,02 6.29 0.00 0,00 1. 02 15.00 15.00 355,98 6,29 0,00 0.00 1. 02 15,00 15.00 357.00 6,29 0.00 0.00 1. 02 15.00 15.00 358,02 6.29 0.00 0,00 1. 02 15,00 15.00 358.98 6,29 0.00 0,00 1. 02 15,00 15.00 360.00 6,29 0,00 0,00 1. 02 15.00 15.00 361. 02 6,29 0,00 0.00 1. 02 15.00 15.00 361,98 6,29 0,00 0.00 1. 02 15.00 15.00 363,00 6,29 0.00 0.00 1. 02 15.00 15,00 364.02 6.29 0.00 0,00 1. 02 15.00 15,00 364.98 6,29 0.00 0,00 1. 02 15,00 15.00 366.00 6,29 0,00 0.00 1. 02 15.00 15,00 367,02 6,29 0.00 0.00 1. 02 15.00 15,00 367,98 6.29 0.00 0,00 1. 02 IS.00 15.00 369.00 6.29 0,00 0.00 1. 02 15.00 15,00 370,02 6,29 0,00 0,00 1. 02 15,00 15,00 370,98 6,29 0.00 0.00 1. 02 15.00 15,00 372,00 6,29 0.00 0.00 1. 02 15.00 15,00 373.02 6,29 0,00 0.00 1. 02 15,00 15.00 373.98 6,29 0.00 0,00 1. 02 15.00 15,00 375.00 6.29 0.00 0,00 1. 02 15,00 15.00 376.02 6.29 0,00 0.00 1. 02 15.00 15.00 376,98 6,29 0,00 0.00 1. 02 15.00 15,00 370,00 6.29 0,00 0.00 1. 02 15.00 ]5.00 379.02 6.29 0.00 0.00 1. 02 15.00 15.00 379.90 6,29 0,00 0,00 1. 02 15,00 15,00 301.00 6.29 0,00 0.00 1. 02 15.00 15.00 382.02 6,29 0,00 0.00 1. 02 15.00 15.00 382,98 6.29 0,00 0,00 1. 02 15.00 15,00 384.00 6.29 0.00 0,00 1. 02 15.00 15.00 385,02 6.29 0,00 0,00 1. 02 15.00 15,00 385.90 6,29 0,00 0,00 1. 02 15.00 15.00 387.00 6.29 0.00 0,00 1. 02 15,00 15,00 380.02 6,29 0,00 0,00 ] ,02 15.00 15.00 380.98 6.29 0,00 0,00 1. 02 15,00 15.00 390,00 6.29 0,00 0.00 1. 02 15.00 15.00 391. 02 6,29 0.00 0,00 1. 02 15.00 15.00 391. 90 6.29 0,00 0.00 1. 02 15.00 15.00 393,00 6.29 0.00 0,00 1. 02 15.00 15.00 391. 02 6,29 0.00 0,00 1. 02 15,00 15.00 Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 107 01214 File: 10yr020l07 Date: August 15/ 2007 Page 8 --- --~._--_._-..--_. - Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) {cfs) (cfs) (acre-ft) (ft NGVO) (ft NGVD) =============================================================================== 394.98 6.29 0.00 0,00 1. 02 15.00 15,00 396,00 6.29 0.00 0.00 1. 02 15.00 15.00 397.02 6.29 0.00 0.00 1. 02 15,00 15.00 397.98 6,29 0.00 0.00 1. 02 15.00 15.00 399.00 6.29 0,00 0.00 1. 02 15.00 15.00 400.02 6.29 0.00 0,00 1. 02 15.00 15.00 400,98 6.29 0,00 0.00 1. 02 15.00 15.00 402.00 6.29 0,00 0.00 1. 02 15,00 15.00 403,02 6,29 0.00 0,00 1. 02 15,00 15.00 403,98 6.29 0.00 0.00 1. 02 15.00 15.00 405.00 6.29 0,00 0,00 1. 02 15.00 15.00 406.02 6.29 0,00 0.00 1. 02 15.00 15.00 406,98 6,29 0.00 0.00 1. 02 15.00 15.00 408.00 6.29 0.00 0.00 1. 02 15,00 15.00 409,02 6.29 0,00 0.00 1. 02 15.00 15.00 409.98 6.29 0,00 0.00 1. 02 15,00 15.00 411.00 6.29 0.00 0.00 1. 02 15.00 15.00 412.02 6.29 0.00 0.00 1.02 15.00 15.00 412.98 6.29 0.00 0.00 1.02 15.00 15.00 414,00 6.29 0.00 0.00 1. 02 15.00 15.00 415,02 6.29 0,00 0.00 1. 02 15.00 15,00 415.98 6.29 0.00 0,00 1. 02 15.00 15.00 417,00 6.29 0.00 0,00 1. 02 15.00 15.00 418.02 6,29 0.00 0.00 1. 02 15.00 15.00 418.98 6.29 0,00 0.00 1. 02 15,00 15,00 420,00 6.29 0,00 0.00 1.02 15,00 15.00 '-- 421 ,02 6.29 0.00 0.00 1.02 15,00 15.00 421. 98 6,29 0.00 0,00 1. 02 15.00 15.00 423,00 6.29 0.00 0,00 1. 02 15,00 15.00 424,02 6.29 0.00 0.00 1. 02 15.00 15,00 424.98 6.29 0,00 0.00 1. 02 15,00 15,00 426,00 6,29 0.00 0,00 1. 02 15,00 15.00 427.02 6.29 0,00 0.00 1. 02 15.00 15.00 427 .98 6.29 0.00 0,00 1. 02 15,00 15.00 429.00 6.29 0.00 0.00 1. 02 15,00 15.00 430.02 6,29 0.00 0,00 1. 02 15.00 15.00 430,98 6.29 0,00 0,00 1. 02 15,00 15.00 432.00 6,29 0.00 0,00 1. 02 15.00 15.00 Structure: 2 From Basj.n: basin-rear To Basin: Basin-front Str\lcture Type: Gravity Weir: None Bleeder: None pipe: Diameter = 1 ft, Manning's n = 0.012/ Length = 240 ft US Invert Elev = 10 ft NGVD, os Invert Elev = 10 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) 1ft NGVD) 1ft NGVD) ---------.------------------.--------.----------------.~--------------------------- - --- - - ---- ------- - - ---- -- - .-------- --.------ -------------------------- -- ------------ 0.00 0.00 0.00 0.00 0.00 15.00 15,00 1. 02 0.06 0.00 0.00 0,00 15.00 15,00 1. 98 0.12 0.00 0.00 0.00 15.00 15.00 3,00 0,20 0,00 0,00 0,00 15,00 15,00 4.02 0.29 0.00 0.00 0,00 15.00 15,00 4.98 0.39 0.00 0,00 0.00 15.00 15.00 6.00 0.;'2 0,01 0.00 0,00 15.00 15.00 7.02 0,68 0.02 0.00 0.00 16.00 15.00 7.98 0,86 0.03 2.34 0.00 16.04 15,00 9.00 1. 08 0.05 -2.31 -0.01 16.05 15.00 10,02 1. 35 0,08 0.09 0,01 16.03 16.03 10.98 1. 68 0.13 -0.15 0.01 16.07 16,07 12,00 4.13 1.72 -1.26 -0.03 16.55 16.85 ----~ ~--"._---"-_....- ---.-----.--- Agenda Item No, 7A February 26, 2008 Cascade 2001 Versi.on 1.0 Page 10801214 File: lOyr020107 Date: August 15/ 2007 Page 9 ....- ------------- --,---------- -_."---"-- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (efs) (acre-it) (ft NGVD) (ft NGVD) _______ ~.__ ______ __ - ___ __ __ _0____- ____ ____ _______ _________________________ _________ _" _ --------------.------------------------------------------------------------------ 13,02 4,83 0.24 -0.66 -0,12 17.18 17.26 13.98 5.14 0,14 -0,08 -0.14 17.31 17.31 15.00 5.35 0,09 -0,08 -0,14 17.35 17 .35 16.02 5.54 0.09 0,10 -0,14 17,37 1"1.37 16.98 5.65 0.05 0.07 -0,11 17.37 17.38 18.00 5,76 0.05 0.07 -0,13 17.37 17 .37 19.02 5.88 0,05 0.07 -0,12 17,36 17.37 19.98 5,99 0.06 0.07 -0,12 17.36 17.36 21.00 6,06 0.04 0.10 -0,11 17.35 17.35 22,02 6.14 0.04 0,09 -0.10 17 .33 17.33 22.98 6.21 0,04 0,09 -0.10 17 .31 17,31 24.00 6.29 0,04 0,09 -0.09 17 .29 17.30 25.02 6,29 0.00 0.15 -0.08 17.26 17 .25 25.98 6.29 0,00 0.15 -0,07 17 ,21 17.21 27,00 6,29 0,00 0,] 5 -0,05 17 .16 17,16 28.02 6.29 0.00 0,15 -0.04 17 .12 17.12 20,98 6,29 0.00 0.14 -0,03 17.08 17,07 30,00 6.29 0.00 0,11 -0.02 17,03 17.03 31. 02 6.29 0.00 0.14 0,00 16.99 16.98 31,98 6,29 0.00 0,14 0.01 16,93 16.93 33,00 6,29 0,00 0,14 0,02 16,88 16,87 34.02 6.29 0.00 0.13 0.03 16.82 16.82 34,98 6.29 0.00 0.13 0.04 16.78 16.77 36.00 6.29 0,00 0,13 0,05 16,72 16,72 37,02 6.29 0,00 0.13 0,06 16.67 16.67 37.98 6,29 0,00 0,12 0.07 16,63 16.62 39,00 6,29 0.00 0.12 0.08 16.58 16,58 40.02 6.29 0,00 0.12 0.09 16.53 16.53 40.98 6.29 0.00 0.11 0.10 16,19 16. <18 42.00 6.29 0,00 0.10 0.] ] 16.44 16.44 43,02 6.29 0.00 0,10 0.12 16.39 16,39 43.98 6.29 0.00 0.10 0.13 16,35 16.35 45,00 6,29 0,00 0,10 0,13 l6.:n 16.30 46,02 6.29 0,00 0.09 0.14 16,26 16,26 46,98 6.29 0,00 0,09 0.15 ] 6,22 16.22 48,00 6.29 0,00 0,09 0,16 16,18 16.18 49,02 6.29 0,00 0,09 0,] 6 16,14 16.14 49,98 6.29 0.00 0.08 0,17 16.11 16,10 51.00 6.29 0.00 0.08 0.18 16.07 ]6,07 52.02 6.29 0,00 0.08 0.19 16.03 16.03 52.9B 6.29 0,00 2,33 0,20 15.00 16.03 54.00 6.29 0.00 -2,32 0.19 15.00 16.02 55,02 6.29 0.00 2,32 0.20 15.00 16,02 55.98 6.29 0.00 2,32 0.20 ]5,00 16.01 57.00 6,29 0,00 -2,11 0,19 15.00 16,01 58.02 6,29 0,00 2,31 0.20 15.00 16.01 58.98 6,29 0,00 2.31 0,21 15.00 16.01 60,00 6.29 0.00 -2,30 0,19 15,00 16.00 61. 02 6,29 0.00 2,31 0,2] 15.00 16,00 61.98 6.29 0.00 2,30 0,21 15.00 16.00 63.00 6.29 0,00 2,30 0,21 15,00 16,00 64,02 6.29 0.00 2.30 0.20 16.01 15.00 64.98 6.29 0,00 2.30 0.19 16.01 15.00 66.00 6.29 0,00 -2,31 0,18 16.01 15,00 67,02 6.29 0,00 2.30 0,19 16.01 15.00 67,98 6,29 0.00 2,30 0,19 16.01 15.00 69,00 6.29 0.00 -2.29 0,18 16.01 15.00 70.02 6.29 0,00 0.00 0.20 15.00 15.00 '10.98 6,29 0,00 2,30 0.19 16.01 15.00 72.00 6.29 0,00 -2.31 0.18 16,01 15,00 73.02 6,29 0,00 2.31 0.19 16.01 15.00 73.98 6,29 0.00 2,30 0,19 16,01 15.00 75,00 6.29 0.00 -2.29 0.18 16.01 15.00 76.02 6,29 0.00 0,00 0.20 15,00 15,00 76.98 6.29 0,00 -2,32 0.18 16.01 15.00 78.00 6,29 0.00 2.31 0.19 16.01 15,00 79.02 6,29 0,00 -2,30 0,18 16,01 15.00 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 10901214 File: lOyr020107 Date: August 15, 2007 Page 10 _~._n." ~~"-'"--"---'---- . ._,.,,~._--- Cumulative Instant Current Cumulative Head Water Tail Water 'rime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) Ids) (cfs) (acre-ft) (ft NGVO) (ft NGVD) ~=================~============================================================ 79.98 6,29 0.00 -2,30 0.18 16.01 15.00 81.00 6.29 0.00 2.30 0.19 16.01 15.00 82,02 6.29 0.00 2.30 0.20 16.01 15.00 82.98 6.29 0.00 2,31 0.19 16.01 15.00 84,00 6.29 0.00 -2.30 0,18 16.01 15.00 85.02 6,29 0.00 2.30 0.19 16.01 15,00 85.98 6.29 0,00 0.00 0,19 15.00 15,00 0').00 6.29 0.00 2.31 0.19 16.01 15.00 00,02 6,29 0.00 -2.31 0,18 16.01 15.00 08,98 6.29 0,00 -2.30 0.18 16.01 15.00 90,00 6,29 0.00 0.00 0,19 15.00 15.00 91. 02 6,29 0.00 2.31 0,19 16,01 15.00 91. 98 6.29 0.00 2,31 0.19 16.01 15.00 93,00 6.29 0,00 -2,29 0,18 16.01 15.00 94.02 6,29 0.00 -2,32 0,18 16,01 15.00 94,98 6.29 0.00 -2.31 0.18 16.01 15.00 96.00 6.29 0,00 2,30 0.19 16.01 15.00 97.02 6,29 0.00 -2.32 0,18 16.01 15,00 97.98 6.29 0.00 -2,31 0.18 16,01 15.00 99.00 6,29 0.00 2.31 0.19 16,01 15.00 100,02 6,29 0,00 0.00 0,19 15.00 15.00 100,98 6,29 0,00 -2.31 0.18 16,01 15.00 102.00 6,29 0.00 2,31 0.19 16.01 15,00 103,02 6.29 0,00 0.00 0.19 15.00 15.00 103.98 6.29 0.00 -2.31 0.18 16.01 15.00 105,00 6.29 0.00 2.31 0,19 16,01 15.00 106.02 6.29 0.00 0.00 0.19 15.00 15.00 106,98 6,29 0.00 -2.31 0,18 16,01 15,00 108.00 6.29 0,00 2.30 0.19 16,01 15.00 109.02 6,29 0.00 -2.32 0.18 ] 6.01 15.00 109,98 6.29 0,00 -2.30 0.18 ] 6,01 15.00 111. 00 6.29 0.00 0,00 0.19 15,00 15.00 112.02 6.29 0,00 -2.31 0,18 16.01 15.00 112,98 6.29 0.00 -2.30 0.10 16,01 15.00 114,00 6,29 0.00 0.00 0.19 15,00 15.00 115,02 6.29 0.00 -2.31 0,18 16.01 15.00 115.98 6.29 0,00 -2.29 0.18 16.01 15.00 117,00 6,29 0.00 2.31 0.19 16.01 15,00 118.02 6.29 0,00 -2.30 0.18 ] 6,01 15.00 118.98 6,29 0.00 0.00 0.19 15,00 15.00 120.00 6,29 0.00 -2.31 0.18 16,01 15,00 121. 02 6,29 0.00 2.31 0.19 16.01 15,00 121.98 6,29 0,00 -2.32 0.18 16.01 15.00 123,00 6.29 0.00 2,31 0,19 16.01 15,00 124.02 6.29 0.00 0.00 0,19 l5.0Q 15.00 124.98 6,29 0,00 2,31 0.19 16,01 15.00 126,00 6,29 0.00 -2,30 0,18 16.01 15,00 127.02 6,29 0.00 -2.32 0.18 16,01 15.00 127.98 6.29 0.00 -2.30 0,18 16,01 15,00 129.00 6.29 0.00 0.00 0.19 ]5.00 15.00 130.02 6.29 0.00 -2.31 0.18 16.01 15,00 130.98 6,29 0,00 -2.30 0.18 16.01 15.00 132.00 6.29 0.00 -2.32 0.18 16,01 15,00 133.02 6.29 0,00 2.31 0.19 16.01 15.00 133,98 6,29 0.00 0,00 0.19 15.00 15,00 135.00 6.29 0,00 -2.31 0.18 16.01 15.00 136,02 6,29 0.00 2,31 0,19 16,01 15.00 136.98 6.29 0,00 -2.32 0.18 16,01 15.00 138,00 6,29 0.00 2,31 0.19 16.01 15,00 139.02 6.29 0.00 -2.32 0.18 16,01 15.00 139.98 6.29 0.00 -2.30 0.18 16.01 15.00 141. 00 6.29 0.00 0.00 0.19 15,00 15.00 142.02 6,29 0,00 -2.31 0.18 16,01 15,00 14 2.98 6.29 0.00 0.00 0.19 15.00 15.00 1~4.00 6.29 0.00 2.31 0.19 16,01 15.00 145,02 6.29 0.00 -2.30 0,18 16,01 15.00 14 5.98 6,29 0.00 -2.32 0.18 16.01 15,00 .....,.- ---._,.'---"- <.~,>,_'4"",,,,,,_ ~_.- Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 11001214 File: lOyr020107 Date: August 15, 2007 Page 11 ...--.. -, _._~_. Cumulative Instant Current Cumulative Head Water 'l'ail Water Time Rainfall Runoff Discharge Discharge Stage Stage (he) lin) (cfs) (efs) (acre-ft) (ft NGVO) (ft NGVD) ~=~=~~~~==========================~,======~~================~=================== 147,00 6,29 0.00 2,31 0,19 16,01 15.00 148.02 6.29 0,00 0.00 0,19 15,00 15.00 140.90 6.29 0.00 -2,30 0.10 16,01 15.00 150.00 6.29 0.00 0.00 0.19 15.00 15.00 151.02 6,29 0.00 -2.31 0,18 16,01 15.00 151.90 6,29 0,00 0,00 0.19 15.00 15,00 153.00 6,29 0.00 -2,31 0,10 16.01 15.00 154,02 6,29 0,00 0.00 0.19 15,00 15.00 154,90 6.29 0.00 -2,32 0,10 16,01 15,00 156,00 6,29 0.00 2.31 0.19 16,01 15,00 157,02 6.29 0.00 2.31 0,19 16.01 15.00 157.98 6,29 0.00 2,31 0.19 16.01 15,00 159,00 6,29 0.00 0.00 0.19 15.00 15.00 160.02 6.29 0.00 2.31 0,19 16.01 15,00 160.98 6,29 0.00 0,00 0.19 15,00 15.00 162.00 6,29 0.00 -2,31 0.10 16.01 15,00 163,02 6,29 0.00 0.00 0,19 15.00 15.00 163.98 6,29 0,00 -2.31 0,10 16.01 15.00 165.00 6.29 0.00 0,00 0.19 15,00 15.00 166.02 6.29 0,00 -2.31 0.18 16.01 15.00 166.98 6,29 0,00 -2.29 0,18 16.01 15.00 168,00 6,29 0.00 2.31 0,19 16,01 15.00 169,02 6,29 0.00 -2.29 0,10 16,01 15.00 169.98 6.29 0.00 0,00 0,19 15,00 15.00 171. 00 6.29 0.00 -2,30 0,18 16.01 15.00 172,02 6,29 0,00 0.00 0,19 15,00 15.00 172,98 6.29 0.00 -2,31 0.18 16.01 15.00 174. 00 6.29 0,00 0.00 0,19 15.00 15.00 17 5,02 6.29 0,00 2.31 0,19 16,01 15.00 175,98 6.29 0,00 0.00 0,19 15,00 15.00 177.00 6.29 0.00 2,31 0,19 16,01 15.00 170.02 6,29 0.00 0.00 0,19 15.00 15,00 178,98 6,29 0,00 2,31 0,] 9 16,01 15.00 100.00 6,29 0,00 0,00 0,] 9 15,00 15.00 181,02 6.29 0.00 2.31 0,19 16.01 15.00 181,90 6,29 0,00 0,00 0.19 15,00 15.00 183.00 6.29 0,00 -2.31 0,10 16.01 15,00 184,02 6.29 0.00 0,00 0.19 15,00 15.00 184.98 6.29 0,00 -2.31 0,18 16,01 15,00 186,00 6.29 0,00 0,00 0,19 15,00 15.00 187.02 6.29 0.00 -2,32 0,10 16,01 15.00 107,98 6.29 0.00 0,00 0,19 15.00 15,00 109,00 6.29 0.00 0.00 0,19 15,00 15,00 190,02 6,29 0,00 -2,29 0.10 16.01 15.00 190.98 6.29 0,00 0.00 0.19 15.00 15,00 192.00 6.29 0.00 -2.30 0, 18 16,01 15.00 193.02 6,29 0.00 0.00 0,19 15,00 15.00 193.98 6.29 0.00 '2,30 0,18 16, OJ 15,00 195.00 6.29 0,00 0.00 0,19 15,00 15.00 196.02 6.29 0.00 2,31 0.19 16,01 15.00 196.98 6.29 0,00 0.00 0.19 15.00 15,00 J 98.00 6.29 0,00 -2.32 0,18 16.01 15,00 199.02 6,29 0.00 0.00 0.19 15,00 15,00 199,98 6.29 0.00 0,00 0,19 15,00 15.00 201,00 6,29 0.00 2,31 0,19 16.01 15.00 202.02 6,29 0.00 0,00 0.19 15.00 15.00 202.98 6.29 0.00 -2,30 0,18 16,01 15,00 204,00 6.29 0.00 0,00 0,19 15.00 15.00 205,02 6,29 0.00 -2,31 O,lB 16,01 15,00 205,98 6.29 0.00 0,00 0.19 15.00 15.00 207.00 6,29 0.00 0.00 0.19 15,00 15.00 208.02 6.29 0.00 2.31 0.19 16,01 15.00 208,98 6.29 0.00 0,00 0.19 15.00 15.00 210,00 6.29 0,00 -2,31 0.18 16.01 15.00 211 ,02 6,29 0,00 0,00 0.19 15.00 15.00 211. 90 6.29 0,00 0.00 0,19 15.00 15.00 213,00 6,29 0,00 0.00 0.19 15.00 15.00 Agenda Item No, 7A February 26, 2008 Cascade 2001 Version 1.0 Page 111 01 214 File: lOyr020107 Date: ~ugust 15, 2007 Page 12 ---------" -.~--_.-~..-..-~._--~.--_.,_...~.._.__._-- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cis) (efs) (acre-ft) (ft NGVO) (ft NGVD) =======================~======================================================= 214.02 6,29 0,00 0.00 0.19 15,00 15.00 214,98 6.29 0.00 2.31 0.19 16.01 15.00 216.00 6,29 0.00 0.00 0.19 15.00 15.00 217 . 02 6.29 0.00 0.00 0.19 15.00 15.00 217 . 98 6.29 0.00 0.00 0,19 15.00 15.00 219.00 6.29 0.00 0.00 0,19 ] 5.00 15.00 220.02 6.29 0,00 2.31 0.19 16.01 15.00 220,98 6.29 0.00 0.00 0.19 15,00 15,00 222.00 6.29 0,00 0.00 0,19 15,00 15.00 223.02 6.29 0.00 -2,30 0.10 16,01 15.00 223,98 6.29 0.00 0.00 0.19 15,00 15.00 225.00 6.29 0.00 0.00 0,19 15,00 15.00 226.02 6,29 0.00 2,31 0.19 16.01 15,00 226,98 6.29 0.00 0.00 0.19 15.00 15.00 228.00 6.29 0.00 0,00 0.19 15.00 15.00 229.02 6.29 0.00 -2.31 0.10 16.01 15.00 229.90 6,29 0.00 0.00 0.19 15.00 15,00 231. 00 6,29 0.00 0.00 0.19 15.00 15.00 232.02 6,29 0.00 0.00 0.19 15.00 15,00 232.90 6,29 0.00 0.00 0.19 15.00 15.00 234,00 6,29 0.00 0,00 0.19 15.00 15.00 235.02 6,29 0.00 0.00 0.19 15,00 15,00 235.90 6.29 0,00 2,31 0,19 16.01 15.00 237.00 6.29 0,00 0.00 0.19 15.00 15.00 238.02 6.29 0,00 0.00 0,19 15,00 15.00 238.98 6.29 0.00 0.00 0.19 15,00 15.00 240.00 6.29 0,00 2.31 0,19 16,01 15,00 241,02 6.29 0,00 0,00 0.19 15.00 15,00 241.98 6,29 0.00 0.00 0.19 15.00 15.00 243,00 6.29 0,00 0,00 0.19 15.00 15,00 244,02 6.29 0.00 0.00 0.19 15.00 15.00 244.90 6,29 0,00 0.00 0.19 15,00 15,00 246,00 6,29 0.00 0.00 0,19 15.00 15.00 247.02 6,29 0,00 0,00 0.19 15.00 15,00 247.98 6.29 0.00 2,31 0.19 16.01 J5,OO 249,00 6,29 0.00 0.00 0.19 15.00 15.00 250.02 6.29 0,00 0,00 0,19 15.00 15.00 250.90 6.29 0.00 0,00 0.19 15,00 15.00 252.00 6,29 0.00 0,00 0,19 15,00 15,00 253,02 6.29 0.00 -2.31 0.10 16.01 15.00 253,98 6,29 0.00 0.00 0,19 15.00 15.00 255.00 6.29 0.00 0.00 0,19 15.00 15,00 256.02 6,29 0.00 0.00 0.19 15,00 15,00 256,98 6.29 0,00 0,00 0.19 15.00 15.00 258.00 6,29 0,00 0,00 0.19 15.00 15.00 259.02 6,29 0.00 0.00 0,19 15.00 15.00 259.98 6,29 0.00 2,31 0.19 16.01 15.00 261. 00 6.29 0.00 0,00 0,19 15.00 15.00 262,02 6,29 0.00 0.00 0,19 15.00 15.00 262.90 6.29 0,00 0.00 0,19 15,00 15,00 264.00 6.29 0.00 0,00 0.19 15.00 15,00 265.02 6,29 0,00 0.00 0.19 15,00 15.00 265.98 6.29 0.00 0.00 O. J 9 15,00 15.00 26'7.00 6.29 0.00 0.00 0.19 15.00 15.00 268.02 6.29 0.00 0.00 0.19 15,00 15,00 268,98 6,29 0.00 2.31 0.19 16.01 15.00 270,00 6,29 0,00 0,00 0.19 15,00 15.00 271.02 6.29 0,00 0,00 0,19 15,00 15.00 271.90 6.29 0.00 0,00 0.19 15.00 15.00 273.00 6.29 0.00 0.00 0,19 15.00 15.00 274.02 6,29 0.00 0,00 0.19 15.00 15.00 274.98 6,29 0.00 0.00 0.19 15.00 15.00 276.00 6.29 0.00 0,00 0,19 15.00 15.00 277.02 6,29 0.00 0.00 0.19 15.00 15.00 277.90 6,29 0,00 0.00 0.19 15.00 15.00 279.00 6.29 0.00 0.00 0.19 15.00 15.00 2BO,02 6,29 0,00 0,00 0,19 15.00 15.00 -_..._.~"--- ~-'"-~" "---,._-- .'".,"--...._,~.__. Agenda Item No, 7,"- February 26, 2008 Cascade 2001 Version 1.0 Page 11201214 File: lOyr020107 Date: August IS, 2007 Page 13 n' ~.__"__ ~.._----~._.__. -----'.- ._~-'" --_..,-- Cumu I a ti ve Instant Current Cumulative Head Water Tail Water 'rime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) Icfs) (acre- ft) (ft NGVD) (ft NGVD) -----------------------.----------------------------------------------------------- ------------------------------------------------------------------------------- 280,98 6.29 0,00 0.00 0.19 15.00 15.00 282.00 6.29 0.00 0.00 0.19 15.00 15.00 283.02 6,29 0,00 0.00 0.19 15,00 15.00 283.98 6.29 0,00 0,00 0.19 15.00 15,00 285.00 6,29 0,00 0,00 0.19 15,00 15.00 286.02 6,29 0,00 0.00 0,19 15.00 15,00 286.98 6,29 0.00 0,00 0.19 15.00 15.00 288,00 6.29 0,00 0.00 0.19 15.00 15,00 289.02 6.29 0,00 0.00 0.19 15.00 15.00 289.98 6,29 0.00 0,00 0.19 15,00 15.00 291.00 6,79 0,00 0.00 0,19 15.00 15.00 292,02 6,29 0,00 0.00 0,19 15,00 15.00 292,98 6,29 0,00 0.00 0.19 15.00 15.00 291,00 6,29 0.00 0.00 0,19 15,00 15.00 295,02 6,29 0.00 0,00 0,19 15.00 15,00 295,98 6.29 0,00 0.00 0,19 15.00 15.00 297,00 6,29 0.00 0.00 0.19 15,00 15.00 298,02 6,29 0.00 0,00 0.19 15,00 15,00 298,98 6,29 0.00 0.00 0,19 15.00 15,00 300,00 6,29 0.00 0,00 0.19 15.00 15.00 301.02 6,29 0,00 0,00 0.19 15.00 15,00 301.98 6,29 0,00 0,00 0.19 15,00 15.00 303.00 6.29 0.00 0.00 0.19 15.00 15,00 301.02 6,29 0,00 0,00 0.19 15.00 15.00 301,98 6.29 0,00 0.00 0.19 15.00 15.00 306.00 6,29 0.00 0.00 0.19 15.00 15.00 307,02 6,29 0.00 0,00 0.19 15,00 15,00 307.98 6,29 0.00 0.00 0.19 15.00 15.00 309,00 6,29 0.00 0.00 0.19 15.00 15.00 310,02 6,29 0,00 0.00 0,19 15.00 15.00 310,98 6,29 0,00 0,00 0.19 15.00 15,00 312.00 6,29 0,00 0.00 0,19 15.00 15.00 313,02 6,29 0.00 0.00 0.19 15,00 15.00 313.98 6.29 0,00 0.00 0,19 15.00 15,00 315.00 6.29 0,00 0,00 0,19 ]5.00 15.00 316,02 6,29 0.00 0.00 0,19 15.00 15.00 316.98 6,29 0.00 0,00 O. ] 9 15.00 15.00 310,00 6.29 0.00 0.00 0,19 15,00 15.00 319.02 6.29 0,00 0,00 0.19 l~). 00 15.00 319.98 6.29 0,00 0.00 0,19 15,00 15.00 321,00 6.29 0,00 0.00 0.19 15,00 15,00 322,02 6.29 0.00 0.00 0,19 15.00 15.00 322.90 6,29 0,00 0.00 0.19 15.00 15,00 321,00 6,29 0.00 0,00 0,19 15,00 15.00 325,02 6.29 0,00 0,00 0.19 15.00 15.00 325.90 6,29 0.00 0,00 0.] 9 15.00 15.00 327.00 6.29 0,00 0.00 0,19 15,00 15.00 328,02 6,29 0.00 0.00 0.19 15.00 15.00 328,98 6.29 0,00 0,00 0,19 15.00 15.00 330.00 6,29 0,00 0,00 0,19 15,00 15,00 331.02 6,29 0.00 0.00 0.19 15.00 l:l,OO 331.98 6.29 0,00 0,00 0, ] 9 15.00 15,00 333,00 6.29 0,00 0.00 0.19 15.00 15,00 33<,02 6,29 0.00 0,00 0,19 15.00 15.00 331.98 6.29 0,00 0.00 0.19 15.00 15.00 336.00 6.29 0,00 0,00 0.19 15.00 15,00 337.02 6.29 0,00 0,00 0.] 9 15.00 15.00 337.98 6,29 0.00 0,00 0,19 15.00 15.00 339.00 6,29 0,00 0.00 0,19 15.00 15.00 310.02 6.29 0.00 0.00 0,19 15.00 15.00 310.98 6,29 0.00 0.00 0,19 15,00 15.00 312,00 6,29 0,00 0.00 0.19 15,00 15.00 313.02 6.29 0.00 0,00 0,19 15.00 15.00 313,98 6,29 0,00 0,00 0,19 15.00 15.00 345.00 6,29 0,00 0,00 0.19 15,00 15.00 316.02 6,29 0.00 0,00 0.19 15.00 15.00 346.98 6,29 0.00 0,00 0.19 15.00 15.00 Agenda Item No, 7 A February 26, 2008 Cascade 2001 Version 1.0 Page 11301214 .- File: 10yr020l07 Date: August 15, 2007 Page 14 ~.-- --- -- ~~-- ._.~------ ,..- Cumulative Instant Currel1t Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cts) (cfs) (acre-ft) (ft NGVD) (ft NGVD) =============================================================================== 348.00 6,29 0.00 0,00 0.19 15.00 15.00 349.02 6.29 0.00 0.00 0,19 15,00 15.00 349.98 6,29 0,00 0.00 0,19 15.00 15.00 351. 00 6.29 0.00 0.00 0,19 15.00 15.00 352.02 6.29 0,00 0.00 0.19 15.00 15.00 352.98 6.29 0.00 0.00 0,19 15.00 15.00 354,OD 6.29 0.00 0.00 0.19 15.00 15.00 355.02 6.29 0,00 0.00 0.19 15.00 15.00 355.98 6,29 0,00 0.00 0.19 15.00 15.00 357.00 6.29 0,00 0.00 0.19 15.00 15.00 358.02 6,29 0.00 0,00 0.19 15.00 15,00 358.98 6.29 0.00 0.00 0.19 15.00 15.00 360.00 6.29 0,00 0.00 0.19 15.00 15.00 361. 02 6.29 0.00 0,00 0,19 15.00 15,00 361. 9B 6.29 0.00 0,00 0.19 15,00 15.00 363,00 6.29 0.00 0.00 0.19 15.00 15,00 364,02 6,29 0.00 0.00 0,19 15.00 15.00 364.98 6.29 0.00 0.00 0.19 15.00 15.00 366.00 6,29 0,00 0.00 0.19 15.00 15,00 367,02 6,29 0.00 0.00 0,19 15.00 15,00 367.98 6.29 0.00 0,00 0.19 15,00 15.00 369.00 6,29 0,00 0.00 0.19 15.00 15.00 370.02 6,29 0,00 0.00 0.19 15,00 15.00 370,98 6.29 0,00 0,00 0.19 15.00 15,00 372 . 00 6,29 0.00 0.00 0.19 15,00 15.00 373.02 6,29 0.00 0.00 0.19 15.00 15,00 373,98 6,29 0,00 0.00 0,19 15.00 15.00 375,00 6.29 0,00 0,00 0,19 15.00 15,00 376,02 6.29 0,00 0,00 0.19 15.00 15.00 376.98 6.29 0.00 0.00 0.19 15.00 15.00 378.00 6.29 0,00 0.00 0.19 15,00 15.00 379.02 6,29 0.00 0,00 0,19 15.00 15.00 379.98 6.29 0,00 0.00 0.19 15,00 15,00 381,00 6,29 0,00 0.00 0,19 15.00 15,00 382.02 6,29 0,00 0,00 0.19 15,00 15.00 382.98 6.29 0.00 0,00 0.19 15,00 15.00 384 .00 6.29 0.00 0,00 0.19 15.00 15,00 385.02 6.29 0,00 0.00 0.19 15,00 15.00 385.98 6.29 0.00 0,00 0.19 15.00 15.00 387,00 6,29 0.00 0.00 0.19 15.00 15.00 388.02 6.29 0.00 0,00 0.19 15.00 15,00 388,98 6,29 0.00 0.00 0.19 15.00 15.00 390.00 6.29 0,00 0,00 0.19 15,00 15,00 391.02 6,29 0,00 0.00 0.19 15,00 15.00 391.9B 6.29 0.00 0,00 0,19 15.00 15.00 393.00 6.29 0.00 0,00 0.19 15.00 15,00 394.02 6,29 0,00 0,00 0,19 15.00 15.00 394.98 6,29 0.00 0.00 0,19 15,00 15,00 396.00 6.29 0.00 0,00 0.19 15.00 15.00 397.02 6,29 0.00 0.00 0.19 15,00 15,00 397,9B 6.29 0.00 0.00 0,19 15.00 15.00 399.00 6.29 0,00 0.00 0.19 15,00 15,00 400,02 6.29 0,00 0.00 0.19 15.00 IS.00 400,98 6,29 0,00 0.00 0.19 15,00 15,00 402,00 6.29 0.00 0,00 0.19 15.00 15,00 403.02 6,29 0.00 0.00 0,19 15,00 15.00 403,98 6.29 0.00 0,00 0.19 15,00 15.00 405.00 6,29 0,00 0.00 0,19 15.00 15.00 406.02 6.29 0.00 0.00 0.19 15,00 15.00 406,9B 6,29 0.00 0,00 0,19 15.00 15.00 408.00 6,29 0,00 0,00 0.19 15.00 15.00 409.02 6.29 0.00 0.00 0.19 15.00 15,00 409.98 6.2g 0,00 0.00 0,] 9 15.00 15,00 411. 00 6.29 0.00 0.00 0.19 15,00 15.00 412.02 6.29 0,00 0.00 0.19 15,00 15.00 4]2,98 6.29 0.00 0,00 0.19 15.00 15.00 414.00 6,29 0.00 0.00 0,19 15.00 15,00 ---- ~--.,..'.'" ....~..~--_." ~_.'- Agenda Item No, 7 A Cascade 2001 Version 1.0 February 26, 2008 Page 114 01214 File: 10yr020l07 Date: August IS, 2007 Page 15 --_._._-~_..__..._-_.._-_.__.----------_._------_.-..---..---------- Cumulative Instant Current cumulative Head Water Tail vJater Time Rainfall Runoff Discharge Discharge stage Stage (hr) (in) (ets) (cfs) (acre-it) (ft NGVD) (ft NGVD) ======~======================================================================== 415,02 6.29 0.00 0.00 0,19 15.00 15.00 415,98 6.29 0.00 0.00 0.19 15.00 15.00 417,00 6,29 0.00 0.00 0.19 15.00 15.00 418,02 6.29 0.00 0.00 0.19 15,00 15.00 418.9B 6,29 0,00 0.00 0.19 15.00 15.00 420.00 6.29 0,00 0.00 0.19 15.00 15.00 421. 02 6.29 0,00 0.00 0.19 15.00 15.00 421.98 6.29 0,00 0.00 0,19 15.00 15.00 423.00 6.29 0,00 0.00 0,19 15,00 15.00 424,02 6.29 0.00 0,00 0.19 15.00 15,00 424.9B 6.29 0.00 0.00 0.19 15,00 15,00 426.00 6.29 0,00 0.00 0.19 15,00 15.00 427.02 6.29 0,00 0,00 0.19 15,00 15.00 427,98 6.29 0,00 0,00 0,19 15,00 15.00 429.00 6.29 0.00 0,00 0.19 1:).00 15.00 430,02 6,29 0,00 0.00 0,19 15.00 15,00 430.98 6.29 0.00 0,00 0,19 15.00 15.00 432.00 6.29 0,00 0.00 0.19 15.00 15.00 S'l'RUCTURE MAXIMUM AND MINIMUM DISCIlARGES ======================================================= Struc Max (efs) Time (hr) Min (ers) Time (hr) -----_.- - --_.- --~ -. - ---- -- -- -, -~-- - -.--- - -~-- ------ - - ------.---- - ----- - ----- --- -----,-- -- -- - --- ----- - - -----_.------------ I 0.35 16. DB -0.14 60,06 2 2,36 9.78 -2.34 9.72 BASIN MAXIMUM AND MINIMUM STAGES ---------.------------------------------.---------------------------- --- -- - ---- --- -- -- _.---------- -- -- .-------~--- --- --- - ----- - - ------- Basin Max 1ft) Ti.lOe (hr) Min 1ft) Time Ihr) -- ---~ ---- - - -- ----.--- -.- -- --- -- --- - -- ----- --- --- ------ - ---------- -- ---.-- - ----- -- --- ---- -- -- - --- ---- - - -- ------ .---- --- - ---- - ------ --- Basin-front 17.38 16,38 15.00 0,00 ba3in-rear 17 . 37 16.14 15.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) =====~==~=======================================~========~-~==================~=== Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual - ---- --- - -- - -- -- - - ---- -- ------ -- - - - ---- -- --- --- -- ---- -- - - -- - -- - --- --- ---- -- - ---------- ---------- -- - - --- -------~----- -----~------ - ._-------------------*--------- --~---- --- Basin-front 0.03 0,19 1. 02 0,00 0,00 0,00 basin-rear 0,19 0,00 0,19 0,00 0.00 0.00 Agenda Item No. 7A February 26, 2008 Page 115 of 214 Big Corkscrew Fire Station #14 -- 25-year 3-day -- -~.- .,--..--- _...~~--_._...- Agenda Item NO.7 A I i February 26, 2008 Cascade 2001 Version 1.0 Page 116 of 214 File: 25yr020107 Date: August 15, 2007 Page 1 ~._~._..~--_.._-----,.-_...-_.-._.----_.,--_.,-~~-_..-,-.-.------.- Proj eet Name: Fire Sta #14 Reviewer: Jerry Neal Project Number: 2006.092 Period Begin: Jan 25, 2007;0000 hr End: Feb 14, 2007;0000 hr Duration: 400 he Time Step: 0.06 hr, Iterations: 200 Basin 1: Basin-front Method: Santa narbara Unit Hydrograph Rainfall Distribution: SFvlt-lD - 3day Design Frequency: 25 year 3 Day Rainfall: 10.14 inches Area: 2.635 acres Ground Storage: 2.94 inches Time of Concentration: 0.2 hours Initial Stage: 15 ft NGVD stage Storage (ft NGVD) iacrc-ft) --------- ---------- 15.00 0.00 16.00 0.00 16.50 0.12 17.00 0.23 17.50 0.39 10.00 0.G5 Basin 2: basin-rear Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 10,14 inches Area: 0.517 acres Ground Storage: 1.95 inches Time of Concentration: 0.2 hours Initial Stage: 15 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 15.00 0.00 16.00 0.00 16.50 0.09 17.00 0.20 17.50 O.3~ 18.00 0.57 Offsite Receiving Body: Offsitel Time Stage (hr) (ft NGVDJ --------- ---------- 0.00 15.00 30.00 15.40 60.00 IS.50 75.00 15.50 100.00 15.40 150.00 15.30 200.00 15.20 250.00 15.10 300.00 15.00 500.00 15.00 Structure: 1 From Basin: Basin-front Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 117 of 214 File: 25yr020107 Date: August 15, 2007 Page 2 -,,_. ......-...-..----- To Basin: Offsitel Structure Type: Gravity Weir: Sharp Crested, Crest Elev : 18.1 ft NGVD, Length "" 4 ft Bleeder~ Circular, Invert Elev ~ 15 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef .,. 0.6, Orifice Coef : 0.6 Pipe: None Cumulative Instant CUtTent Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) Icfs) (acre-ftl 1ft NGVD) 1ft NGVD) =====================================~========================================= 0.00 0.00 0.00 0.00 0.00 15.00 15.00 1. 02 0.05 0.00 0.00 0.01 15.00 15.01 1. 90 0.09 0.00 0.00 0.01 15.00 15.03 3.00 0.14 0.00 0.00 0.01 15.00 15.04 4.02 0.18 0.00 -0.01 0.01 15.00 15.05 4.98 0.23 0.00 -0.01 0.01 15.00 15.07 6.00 0.27 0.00 -0.01 0.00 15.00 15.08 7.02 0.32 0.00 -0.01 0.00 15.00 15.09 7.98 0.36 0.00 -0.02 0.00 15.00 15.11 9.00 0.41 0.00 0.22 0.00 15.00 15.12 10.02 0.45 0.00 -0.03 0.01 15.00 15.13 10.98 0.50 0.00 -0.03 0.00 15.00 15.15 12.00 0.54 0.00 -0.04 0.00 15,00 15.16 13.02 0.59 0.00 -0.05 0.01 15.00 15.U 13.98 0.63 0.00 -0.05 0.00 15.00 15.19 15.00 0.68 0.01 0.21 0.01 15.00 15.20 16.02 0.73 0.01 -0.06 0.01 15,00 15.21 16.98 0.77 0.01 -0.07 0.01 15.00 15.23 18.00 0.82 0.02 0.21 0.01 15.00 15.24 19.02 0,06 0.02 -0.08 0.01 15,00 15.25 19,90 0.91 0.02 -0.09 0.01 15.00 15.27 21. 00 0.95 0.02 0.20 0.02 15.00 15.28 22.02 1. 00 0.03 -0.10 0.02 15.00 15.29 22.98 1. 04 0.03 -0.10 0.03 15.00 15.31 24.00 1. 09 0.03 -0.10 0.02 15.00 15.32 25.02 1. 16 0.05 0.20 0.03 15,00 15.33 25.98 l. 22 0.06 0.20 0.03 15.00 15.35 27 .00 1. 29 0.06 -0.11 0.03 15.00 15,36 28,02 1. 36 0.06 0.19 0.04 15.00 15.37 28.90 1. 42 0.07 0.19 0,05 16.01 15.39 30.00 1. 49 0.07 -0.12 0.06 16.04 15.40 31. 02 1. 55 0.00 0.19 0.06 16,05 15.40 31. 90 1.62 0.08 0.10 0.07 16,01 15.41 33.00 1. 69 0.08 -0.13 0.08 16.04 15.41 34.02 1. 75 0.09 0.10 0.09 16.02 15.41 34.90 1. 82 0.09 0.18 0.10 16.01 15.42 36.00 1. 88 0.09 0.19 0.11 16.04 15.42 37.02 1. 95 0.09 0.18 0.12 16.01 15,42 37.98 2.02 0.10 0.10 0.13 16.04 15.43 39.00 2.00 0.10 0.18 0.14 16.02 15,43 40,02 2.15 0.10 0.10 0.15 16.01 15.43 40.98 2.21 0.10 -0.13 0.16 16.04 15,44 42.00 2.28 0.10 0.10 0.17 16.02 15.44 43.02 2.35 0.11 0.10 0.10 16.01 15.44 43.98 2.41 0.11 -0.13 0.19 16.05 15,45 45.00 2.48 0.11 0.18 0.20 16.02 15.45 46.02 2.55 0.11 0.10 0.22 16.01 15.45 46.98 2.61 0.11 -0.14 0.22 16.05 15.46 48.00 2.68 0.12 0.18 0.24 16.02 15.46 49.02 2.75 0.13 0.17 0.25 16.01 15.46 49.98 2.83 0.13 0.17 0.26 16.01 15.47 51.00 2.92 0.16 0.17 0.28 16.01 15.47 52.02 3.02 0.19 0.17 0.29 16.02 15,47 52,98 3.14 0.25 O.lB 0.31 16.04 15.40 54.00 3.30 0.31 0.18 0.32 16.00 15.48 55.02 3.49 0.38 0.19 0.34 16.13 15.48 55.98 3.70 0.45 0.20 0.35 16.19 15.49 57.00 3.95 0,55 0.21 0.37 16.27 15.49 50.02 4.28 0.70 0.22 0.39 16.38 15.49 50.90 4.68 1. 02 0.24 0,41 16.53 15.50 _...._-_..~...~-~.~---- ~_'...m_" ------.. . -.....-..--.----- Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 118 of 214 File: 25yr020107 Date: August 15, 2007 Page 3 --.-.." -----.--- -- ---- Cumulative Instant Current Cumulative Head Water Tail 'Vlater Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (ets) lets) (acre-ft) (ft NGVD) (ft NGVD) =============================================================================== 60.00 7.57 11.10 0.34 0.43 17.50 15.50 61.02 8.41 1. 51 0.37 0.46 17.94 15.50 61.9B 0.7B 0.87 0.37 0.49 17.92 15.50 63.00 9.02 0.56 0.37 0.52 17.93 15.50 64.02 9.25 0.54 0.37 0.55 17.96 15.50 64.98 9.38 0.34 0.37 0.58 17.96 15.50 66.00 9.51 0.33 0.37 0.61 17.97 15,50 67.02 9.65 0.34 0.37 0.65 17.97 15.50 67.90 9.78 0.34 0.37 0.67 17.97 15.50 69.00 9.87 0.22 0.37 0.71 17.96 15.50 70.02 9.96 0.22 0.37 0.74 17.96 15.50 70.90 10.05 0.22 0.37 0.77 17.95 15.50 72 .00 10.14 0.22 0.37 0.00 17.94 15.50 73.02 10.14 0.00 0.37 0.83 17.91 15.50 73.98 10.14 0.00 0.36 0.06 17.08 15.50 75.00 10.14 0.00 0.36 0.89 17 .85 15.50 76.02 10.14 0.00 0.36 0.92 17.82 15..50 76.98 10.14 0.00 0.36 0.95 17.79 15.49 70.00 10.14 0.00 0.36 0.98 17.76 15.49 79.02 10.14 0.00 0.35 1. 01 17.73 15.40 79.90 10.14 0.00 0.35 1. 04 17.70 15.48 81. 00 10.14 0.00 0.35 1. 06 17.67 15.48 02.02 10.14 0.00 0.35 1. 09 17.64 15.47 82.90 10.14 0.00 0.35 1.12 17.61 15.47 84.00 10.14 0.00 0.34 1.15 17 .58 15.46 85.02 10.14 0.00 0.34 ] .18 17.55 15.46 85.90 10.14 0.00 0.34 1.?1 17..52 15.46 07.00 10.14 0.00 0.34 1. 24 17.49 15.45 08.02 10.14 0.00 0.33 1. 26 17.41} 15.45 08.98 10.14 0.00 0.33 1. 29 17.39 15.44 90.00 10.14 0.00 0.33 1. 32 1";.35 15.44 91. 02 10.14 0.00 0.32 1. 34 17.30 15.44 91. 98 10.14 0,00 0.32 1. 37 17.26 15.43 93.00 10.14 0.00 0.32 1. 40 17.21 15.43 94.02 10.14 0.00 0.31 ] .42 17.16 15.42 94.98 10.14 0.00 0.31 1. 4 5 17 .12 15.42 96.00 10.14 0.00 0.30 1. 47 17.00 15.42 97.02 10.14 0.00 0.30 1. 50 17.03 15.41 97.98 10.] 4 0.00 0.30 1. 52 16.99 15.41 99.00 10.14 0.00 0.29 1 .55 16.91 15.40 100.02 10.14 0.00 0.29 1. 57 16.88 15.40 100.98 ] 0.14 0.00 U.28 1.60 16.83 15.40 102.00 10.14 0.00 0.28 1. 62 16.78 15.40 103.02 10.14 0.00 0.27 1. 64 16.73 15.39 103.98 ]0.14 0.00 0.2"7 1. 66 16.68 15.39 105.00 10.14 0.00 0.26 1. 69 16.63 15.39 106.02 10. ]4 0.00 0.26 1.71 16.58 15.39 106.90 10.14 0.00 0.25 1.73 16.53 15.39 100.00 lQ.14 0.00 0,25 1. 75 16.49 15.38 109.02 10.14 0.00 0.24 1.77 ] 6.44 15.38 109.98 ] o. ] 4 0.00 0.24 1. 79 16.39 15.38 1] 1. 00 10.14 0.00 0.23 1. 0] 16.34 ]5.38 112.02 10.14 0.00 0.23 1. 83 16.30 15.38 112.90 10,14 0.00 0.22 1. 85 16.26 15.37 114.00 10.14 0.00 0.22 1. 86 16.21 15.37 115.02 10.14 0.00 0.2] 1. 08 16.1"1 ]5.37 115.98 10.14 0.00 0.21 1. 90 16.13 15.37 117.00 10.14 0.00 0.20 1. 92 16.09 15.37 118.02 10.14 0.00 0.20 1. 93 16.05 15.36 118.98 10.14 0.00 0.19 1. 95 16.01 15.36 120.00 10.14 0.00 -0.11 1. 95 16.02 15.36 121.02 10.14 0.00 0.19 1.96 16.01 15.36 121.90 10,14 0.00 -0.11 1.96 ] 6.00 15.36 123.00 ]0.14 0.00 -0.11 1. 96 16.00 15.35 124.02 10.14 0.00 -0.11 1.96 15.00 15.35 124.98 10.14 0.00 0.19 1.96 15.00 15.35 126.00 ]0.14 0.00 -0.11 1.96 15.00 15.35 Agenda Item No. 7 A February 26,2008 Cascade 2001 version 1.0 Page 119of214 - File: 25yr020107 Date: August 15, 2007 Page 4 ~.. -_.-- .---"'- ----_..._.- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (cfs) lefs) (acre-ft) 1ft NGVD) 1ft NGVD) ======~=============~========================================================== 127.02 10.14 0.00 -0.11 1.96 15.00 15.35 127.98 10.14 0.00 -0.11 1.96 15.00 15.34 129.00 10.14 0.00 -0.11 1.96 15.00 15.34 130.02 10.14 0.00 0.19 1. 96 15.00 15.34 130.98 10.14 0.00 0.19 1. 96 15.00 15.34 132.00 10.14 0.00 0.20 1.96 15.00 15.34 133.02 10.14 0.00 -0.11 1. 96 15.00 15.33 133.90 10.14 0.00 -0.11 1.96 15.00 15.33 135,00 10.14 0.00 -0.11 I. 96 15.00 15,33 136.02 10.14 0.00 -0.11 1. 96 15.00 15.33 136.90 10.14 0.00 0.20 1. 96 15.00 15.33 130.00 10.14 0.00 -0.11 1.96 15.00 15.32 139.02 10.14 0.00 0.20 1.96 15.00 15.32 139.90 10.14 0.00 0.20 1.96 15.00 15.32 141. 00 10.14 0.00 -0.10 1. 96 15.00 15.32 142.02 10.14 0.00 0.20 1. 96 15.00 15.32 142.98 10.14 0.00 -0.10 1. 96 15,00 15.31 144.00 10.14 0.00 -0.10 1. 96 15.00 15.31 145.02 10.14 0.00 0.20 1. 96 15.00 15.31 14 5,98 10.14 0.00 0.20 1. 96 15,00 15.31 14 7.00 10.14 0.00 -0.10 1. 96 15.00 15.31 14 8.02 10.14 0.00 0.20 1.96 15.00 15.30 148.98 10.14 0.00 0.20 1. 96 15.00 15.30 150,00 10.14 0.00 -0.10 1.96 15,00 15.30 151.02 10,14 0.00 0,20 ] .96 15.00 15.30 151. 98 10.14 0.00 -0.10 1.96 15.00 15.30 153.00 10.14 0.00 0.20 1. 96 15.00 15.29 154.02 10.14 0.00 -0.10 1.96 15.00 15.29 154.90 10.14 0.00 0.20 1. 96 15.00 15.29 156.00 10.14 0.00 -0.10 1.96 15.00 15.29 157.02 10.14 0,00 -0.09 1.96 15.00 15.29 157.98 10.14 0,00 -0.09 1. 96 15.00 15.2B 159.00 10.14 0.00 -0.09 1. 96 15.00 15.2B 160.02 10.14 0.00 0.20 1.96 15.00 15.28 160.98 10.14 0.00 -0.09 1.96 15.00 15.28 162.00 10.14 0.00 0.20 1. 96 15.00 15.28 163.02 10,14 0.00 -0.09 1. 96 15.00 15.27 163.90 10,14 0.00 - 0.09 1.96 15.00 15.27 165.00 10.14 0.00 -0.09 1. 96 15.00 15.27 166.02 10.14 0.00 -0,09 1. 96 ]5.00 15.27 166. 98 10.]4 0.00 -0.09 1. 96 15.00 15.27 168.00 ]0.]4 0.00 0.21 1.96 15.00 15.26 ]69.02 ]0.14 0.00 -0,09 1.96 15.00 15.26 ] 69.98 10.14 0.00 0.21 1.96 15.00 ]5.26 171. 00 10.14 0.00 -0.09 1.96 ] 5.00 15.26 172.02 ]0.14 0.00 -0.09 1.96 15.00 ]5.26 ]72.98 10.14 0.00 -0.08 1. 96 15.00 15.25 174.00 10.14 0.00 -0.00 1. 96 ]5.00 ]5.25 175.02 10.14 0,00 0.21 1.96 15.00 ]5.25 175.90 10.]4 0.00 -0.00 1. 96 ]5.00 15.25 177.00 ]0.14 0.00 -0.00 1.96 15.00 15.25 178.02 10.14 0.00 -0.00 1.96 15.00 15.24 178.98 10.14 0.00 0.21 1.96 15.00 15.24 180.00 10.14 0.00 -0.00 1. 96 15.00 15.24 181,02 10.14 0.00 0.21 1.96 15.00 15.24 181.98 10.14 0.00 -0.07 1. 96 15.00 15.24 103.00 10.14 0.00 -0.07 1.96 15.00 15.23 104.02 10.14 0.00 -0.07 1.96 15.00 15.23 104.98 10,14 0.00 -0.07 1.96 15.00 15.23 186.00 10.14 0.00 -0.07 1. 96 15.00 15.23 187.02 ]0.14 0.00 -0.07 1. 96 15.00 15,23 IB7.98 10.14 0.00 -0.07 1. 96 15.00 15.22 109.00 10.14 0.00 -0.07 1. 96 15.00 15.22 190.02 10.14 0.00 -0.07 1. 96 15.00 15.22 190.98 10.14 0.00 -0.07 1.96 15.00 15.22 192.00 10.14 0.00 0.21 1.96 15.00 15.22 193.02 10.14 0.00 -0.06 1. 96 15.00 15.21 --~----_. ._.-. .--.-.--- --_._" Agenda Item NO.7 A February 26, 2008 Cascade 2001 Version 1.0 Page 120 of 214 File: 25yr020107 Date: August 15, 2007 Page 5 -_._.~_._--~_.~._--"'-~ ---_...---_.----~-_.'_.._._-_.. Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) jin) (efs) lefs) (acre-ft) (it NGVD) (ft NGVD) =~==================================~========================================== 193.90 10.14 0.00 -0.06 1.96 15.00 15.21 195.00 10.14 0.00 -0.06 1.96 15.00 15.21 196.02 10.14 0.00 0.21 1.96 15.00 15.21 196.98 10.14 0.00 -0.06 1. 96 15.00 15.21 ] 98.00 10.14 0.00 -0.06 1.96 15.00 15.20 199.02 10.14 0.00 -0.06 1.96 15.00 ]5.20 199.98 10.14 0.00 -0.06 1.96 15.00 15.20 201. 00 10.14 0.00 -0.06 1. 96 15.00 15.20 202.02 10.14 0.00 -0.06 1. 96 15.00 15.20 202.98 10.14 0.00 0.21 1.96 15.00 15.19 204.00 10.14 0.00 -0.05 1.96 15.00 15.19 205.02 ] 0 .14 0.00 0.22 1.96 15.00 15.19 205.98 10.14 0.00 -0.05 1. 96 15.00 15.19 207.00 10.14 0.00 -0.05 1.96 15.00 15.19 208.02 10.14 0.00 -0.05 1.96 15.00 15,18 208.98 10.14 0.00 -0.05 1.96 15.00 15.10 210.00 10.14 0.00 0.22 1.96 15.00 15.18 211.02 10.14 0.00 -0.05 1.96 15.00 15.10 211.98 10.14 0.00 -0.05 1. 96 15.00 15.18 213.00 10.14 0.00 -0.05 1.96 15.00 15.17 214.02 10.14 0.00 -0.04 1. 96 15.00 15.17 214.98 10.14 0.00 -0.04 1. 96 15.00 15.17 216.00 10.14 0.00 -0.04 1.96 15.00 IS .17 217 . 02 10.14 0.00 -0.04 1. <16 15.00 15.17 217 . 90 10.14 0.00 -0.04 1.96 15.00 15.16 219.00 10.14 0.00 -0.04 1.96 15.00 15.16 220.02 10.14 0.00 0.22 1.96 15.00 15.16 220.98 10.14 0.00 -0.04 1. 96 15.00 15.16 222.00 10.14 0.00 -0.04 1.96 15.00 15.16 223.02 10.14 0.00 0.22 1.96 15.00 15.15 223.98 10.14 0.00 -0.04 1.96 15.00 15.15 225.00 10.14 0.00 -0.04 1.96 15.00 15.15 226.02 10.14 0.00 0.22 1.96 15.00 15.15 226.9B 10.14 0.00 -0.03 1.96 15.00 15.15 228.00 10.14 0.00 -0.03 1.96 15.00 15.14 229.02 10.14 0.00 -0.03 1. 96 15.00 15.14 229.98 10.14 0.00 -0.03 1.96 15.00 15.14 231.00 10.14 0.00 -0.03 1.96 15.00 15.14 232.02 10.14 0.00 -0.03 1.96 15.00 ] 5.14 232.90 10.14 0.00 0.22 1.96 15.00 15.13 234.00 10.] 4 0.00 -0.03 1.96 15.00 15.13 235.02 10.H 0.00 -0.03 1.96 15.00 15.13 235.98 10.14 0.00 0.22 1.96 15.00 15.13 237.00 10.} 4 0.00 -0.03 1.96 15.00 15.13 238.02 10.14 0.00 -0.03 1. 96 15.00 15.12 230.98 10.14 0.00 -0.02 1. 96 15.00 15.12 240,00 10.14 0.00 0.22 1.96 15.00 15.12 241. 02 10.14 0.00 -0.02 1. 96 15.00 15.12 241.98 10.14 0.00 -0.02 1.96 15.00 15.12 243.00 10.14 0.00 -0.02 1.96 15.00 15.11 244.02 10.14 0.00 0.02 1.96 15.00 15.11 244.98 10.14 0.00 -0.02 1. 96 15.00 15.11 246.00 10.14 0.00 -0.02 1.96 15.00 15.11 247.02 10.14 0.00 -0.02 1.96 15.00 15.11 247.98 10.14 0.00 0.22 1.96 15.00 15.10 249.00 10.14 0.00 -0.02 1.96 15.00 15.10 250.02 10.14 0.00 -0.02 1. 96 15.00 15.10 250.98 10.14 0.00 -0.02 1.96 15.00 15.10 252.00 10.14 0.00 -0.02 1.96 15.00 15.10 253.02 10.14 0.00 -0.02 1. 96 15.00 15.09 253.98 10.14 0.00 -0.01 1. 96 15.00 15.09 255.00 10.14 0.00 -0.01 1. 96 15.00 15.09 256.02 10.14 0.00 -0.01 1.96 15.00 15.09 256.90 10.14 0.00 -0.01 1. 96 15.00 15.09 258.00 10.14 0.00 -0.01 1.96 15.00 15.08 259.02 10.14 0.00 -0.01 1.96 15.00 15.00 259.98 10.14 0.00 0.22 1.96 15.00 15.00 Agenda Item No. 7A February 26, 2008 Cascade ZOOl version 1.0 Page 121 of 214 File: 25yr020107 Date: August 15t 2007 Page 6 _._._-_._---_.--~~_.~_._'_.__..- ------.------ cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (ds) (ds) (acre-ft) (ft NGVD) (ft NGVD) =======================~~=~====================~==============================~ 261.00 10.14 0.00 -0.01 1. 96 15.00 15.08 262.02 10.14 0.00 -0.01 1. 96 15.00 15.08 262.98 10.14 0.00 -0.01 1.96 15.00 15,07 264.00 10.14 0.00 -0.01 1. 96 15.00 15.07 265.02 10.14 0.00 -0.01 1. 96 15.00 15.07 265.98 10.14 0.00 -0.01 1.96 15.00 15.07 267.00 10.14 0.00 -0.01 1. 96 15.00 15.07 260.02 10.14 0.00 -0.01 1.96 15.00 15.06 260 . 90 10.14 0.00 -0.01 1.96 15.00 15.06 270,00 10.14 0.00 - 0.01 1. 96 15.00 15.06 271.02 10.14 0.00 -0.01 1.96 15.00 15.06 271.98 10.14 0.00 -0.01 1. 96 15.00 15.06 273.00 10.14 0.00 -0.01 1.96 15.00 15.05 274.02 10.14 0.00 0.00 1.96 15.00 15.05 274.90 10.14 0,00 0.00 1. 96 15.00 15.05 276.00 10.14 0.00 0.00 1. 96 15.00 15.05 277.02 10.14 0.00 0.00 1. 96 15.00 15.05 277.98 10,14 0.00 0.00 1.96 15.00 15.04 279.00 10.14 0.00 0.00 1. 96 15.00 15.04 200.02 10.14 0.00 0,00 1.96 15.00 15.04 200.98 10.14 0.00 0.00 1.96 15.00 15,04 202.00 10.14 0.00 0.00 1.96 15.00 15.04 283,02 10.14 0.00 0.00 1.96 15.00 15.03 283.90 10.14 0.00 0.00 1. 96 15.00 15.03 285.00 10.14 0,00 0.00 1. 96 15.00 15.03 286.02 10.14 0.00 0.00 1.96 15,00 15.03 206.98 10.14 0.00 0.00 1.96 15.00 15.03 288 . 00 10.14 0.00 0.00 1.96 15.00 15.02 289. 02 10.14 0.00 0.00 1.96 15.00 15.02 289 . 98 10.14 0.00 0.00 1. 96 15.00 15.02 291. 00 10.14 0.00 0.00 1. 96 15.00 15.02 292.02 10.14 0.00 0.00 1. 96 15.00 15.02 292.98 10.14 0.00 0.00 1. 96 15.00 15.01 294.00 10.14 0.00 0,00 1. 96 ]5.00 15.01 295.02 10.14 0.00 0.00 1.96 15.00 15.01 295.90 10.14 0.00 0.00 1.96 15.00 15.01 297.00 10.14 0.00 0.00 1.96 15.00 15.01 298.02 10.14 0.00 0.00 1.96 15.00 15.00 298.98 10.14 0.00 0.00 1. 96 15.00 15.00 300.00 10.14 0.00 0.00 1. 96 15.00 15.00 301.02 10.14 0.00 0.00 1.96 15.00 15.00 301.98 10.14 0.00 0.00 1. 96 15,00 15,00 303.00 10.1.4 0.00 0.00 1. 96 15.00 15.00 304.02 10.14 0,00 0.00 1. 96 15.00 15.00 304.98 10.14 0.00 0.00 1. 96 15.00 15.00 306.00 10.14 0.00 0.00 1. 96 15.00 15.00 307.02 10.14 0.00 0.00 1. 96 15.00 15.00 307,98 10.14 0.00 0.00 1. 96 15.00 15.00 309.00 10.14 0.00 0.00 1.96 15.00 15.00 310.02 10.14 0.00 0.00 1.96 15.00 15.00 310.90 10.14 0.00 0.00 1. 96 15.00 15.00 312.00 10.14 0.00 0.00 1. 96 15.00 15.00 313.02 10.14 0.00 0.00 1. 96 15.00 15.00 313 . 98 10.14 0.00 0.00 1.96 15.00 15.00 315.00 10.14 0.00 0.00 1.96 15.00 15.00 316.02 10.14 0.00 0.00 1.96 15.00 15.00 316.98 10.14 0.00 0.00 1.96 15.00 15.00 318.00 10.14 0.00 0.00 1. 96 15.00 15.00 319.02 10.14 0.00 0.00 1. 96 15.00 15.00 319.90 10.14 0.00 0.00 1. 96 ] 5.00 15.00 321. 00 10.14 0.00 0.00 1.96 15.00 15.00 322.02 10.14 0.00 0.00 1. 96 15.00 15.00 322.98 10.14 0.00 0.00 1.96 15.00 15.00 324,00 10.14 0.00 0.00 1. 96 15.00 15,00 325.02 10.14 0.00 0.00 1.96 15,00 15.00 325.98 10.14 0.00 0.00 1. 96 15.00 15.00 327.00 10.14 0.00 0.00 1.96 15.00 15.00 "'------' ---,----_.- ~-_..,._,.~,>_. -,_._._---"~'- Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 122 of 214 File: 25yr020107 Date: August 15, 2007 Page 7 -----_0..- Cumulative Instant Current Cumulative Head Water 'fail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (efs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) =~~~=~===~==~=========~~==========~=================~========================== 320.02 10.14 0.00 0.00 1.96 15.00 15.00 328,98 10.14 0.00 0.00 1. 96 15.00 15.00 330.00 10.14 0.00 0.00 1. 96 15.00 15.00 331. 02 10.14 0.00 0.00 1. 96 15.00 15.00 331. 98 10.14 0.00 0.00 1.96 15.00 15.00 333.00 10.14 0.00 0.00 1. 96 15.00 15.00 334.02 10.14 0.00 0.00 1. 96 15.00 15.00 334.98 10.14 0.00 0.00 1. 96 15.00 15.00 336.00 10.14 0.00 0.00 1.96 15.00 15.00 337.02 10.14 0.00 0.00 1.96 15.00 15.00 337.98 10.14 0.00 0.00 1. 96 15.00 15.00 339.00 10.14 0.00 0.00 1. 96 15.00 15.00 340.02 10.14 0.00 0.00 1. 96 15.00 15.00 340.98 10.14 0.00 0.00 1. 96 15.00 15.00 342.00 10.14 0.00 0.00 1. 96 15.00 ]5.00 343.02 ]0.] 4 0.00 0.00 1. 96 15.00 ]5.00 313.98 10.14 0.00 0.00 1.96 15.00 15.00 345.00 10.14 0.00 0.00 1. 96 15.00 15.00 346.02 10.14 0.00 0.00 1. 96 15.00 15.00 346.98 10.14 0.00 0.00 1. 96 15.00 15.00 348.00 10.14 0.00 0.00 1.96 15.00 ]5.00 349.02 10.14 0.00 0.00 1.96 15.00 15.00 349.98 ]0.14 0.00 0.00 1. 96 15.00 15.00 351. 00 10.14 0.00 0.00 1. 96 15.00 15.00 352.02 10.14 0.00 0.00 1.96 15.00 15.00 352.90 10.14 0.00 0.00 1. 96 15.00 15.00 354.00 10.14 0.00 0.00 1.96 15.00 15.00 355.02 10.14 0.00 0.00 1. 96 15.00 l~.OO 355,98 10.14 0.00 0.00 1. 96 15.00 15.00 357.00 10.14 0.00 0.00 1. 96 15.00 15.00 358.02 10.14 0.00 0.00 1.96 15.00 15.00 358.90 10.14 0.00 0.00 1.96 15.00 15.00 360.00 10.14 0.00 0.00 1.96 15.00 15.00 361.02 10.14 0.00 0.00 1.96 15.00 15.00 361. 90 10.14 0.00 0.00 1.96 15.00 15.00 363.00 10.14 0.00 0.00 1.96 15.00 15.00 364.02 10.14 0.00 0.00 1. 96 15.00 15.00 364.90 ] 0.14 0.00 0.00 1.96 15.00 15.00 366.00 10.14 0.00 0.00 1.96 15.00 15.00 367.02 ]0.14 0.00 0.00 1. 96 15.00 15.00 367.98 10.11) 0.00 0.00 1. 96 IS.00 15.00 369.00 10.14 0.00 0.00 1. 96 15.00 15.00 370.02 10.14 0.00 O.UD 1. 96 l~.UO 1:.'>.00 370.98 10.14 0.00 0.00 1. 96 15.00 15.00 372.00 10.14 0.00 0.00 1.96 15.00 15.00 373.02 10.14 0.00 0.00 1.96 15.00 15.00 373.90 10.14 0.00 0.00 1.96 15.00 15.00 375.00 10.14 0.00 0.00 1.96 15.00 15.00 376.02 10.14 0.00 0.00 1.96 15.00 15.00 376.98 10.14 0.00 0.00 1.96 15.00 15.00 378.00 10.14 0.00 0.00 1.96 15.00 15.00 379.02 10. ] 4 0.00 0.00 1. 96 15.00 15.00 379.98 10.] 4 0.00 0.00 1.96 15.00 15.00 381. 00 10.14 0.00 0.00 1.96 15.00 15.00 302.02 10.14 0.00 0.00 1.96 15.00 15.00 382.98 10.14 0.00 0.00 1.96 15.00 15.00 304.00 10.14 0.00 0.00 1.96 15.00 15.00 385,02 10.14 0.00 0.00 1.96 15.00 15.00 385.90 10.14 0.00 0.00 1. 96 15.00 15.00 387.00 10.14 0.00 0.00 1.96 15.00 15.00 388.02 10.14 0.00 0.00 1.96 15.00 15.00 388.98 10.14 0.00 0.00 1.96 15.00 15.00 390.00 10.14 0.00 0.00 1.96 15.00 15.00 391.02 10.14 0.00 0.00 1.96 15.00 15.00 391.98 10.14 0.00 0.00 1. 96 15.00 15.00 393.00 10.14 0.00 0.00 1.96 15.00 15.00 394.02 10.14 0.00 0.00 1.96 15.00 15.00 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1,0 Page 123 of 214 ,- File: 25yr020107 Date: August 15, 2007 Page 8 .____n ..-.-~--_._-_.- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) Icfs) (acre-it) (ft NGVD) (ft NGVD) :============================================================================== 394.90 10.14 0.00 0.00 1. 96 15.00 15.00 396 . 00 10.14 0.00 0.00 1. 96 15.00 15,00 397.02 10.14 0.00 0.00 1. 96 15.00 15.00 397.98 10.14 0.00 0.00 1. 96 15.00 15.00 399.00 10.14 0.00 0.00 1.96 15.00 15.00 400.02 10.14 0.00 0.00 1.96 15.00 15.00 400.90 10.14 0.00 0.00 1.96 15.00 15.00 402.00 10.14 0.00 0.00 1. 96 15.00 15.00 403.02 ]0.11 0.00 0.00 1. 96 15.00 15.00 403.90 10.14 0.00 0.00 1.96 15.00 15.00 405.00 10.14 0.00 0.00 1.96 15.00 15.00 406.02 10.14 0.00 0.00 1. 96 15.00 15.00 406.98 10.14 0.00 0.00 1.96 15.00 15.00 408.00 10.14 0.00 0.00 1.96 15.00 15.00 409.02 10.14 0.00 0.00 1.96 15.00 15.00 409.98 10.1~ 0.00 0.00 1.96 15.00 15.00 411.00 10.14 0.00 0.00 1.96 15.00 15.00 412.02 10.14 0.00 0.00 1. 96 15.00 15.00 412.98 10.14 0.00 0.00 1.96 15.00 15.00 414.00 10.14 0.00 0,00 1. 96 15.00 15.00 415.02 10.14 0.00 0.00 1.96 15.00 15.00 415.90 10.14 0.00 0.00 1. 96 15.00 15.00 417.00 10.14 0.00 0.00 1.96 15.00 15.00 418.02 10.14 0.00 0.00 1.96 15.00 15.00 418.90 10.14 0.00 0.00 1. 96 15.00 15.00 420.00 10.14 0.00 0.00 1. 96 15.00 15.00 421. 02 10.14 0,00 0.00 1.96 15.00 15.00 421,90 10.14 0.00 0.00 1. 96 15.00 15.00 423.00 10.14 0.00 0.00 1. 96 15.00 15.00 424.02 10.14 0.00 0.00 1. 96 15.00 15.00 424.90 10.14 0.00 0.00 1. 96 15.00 15.00 426.00 10.14 0.00 0.00 1.96 15.00 15.00 427.02 10.14 0.00 0.00 1.96 15.00 15.00 427.90 10.14 0.00 0.00 1.96 15.00 15.00 429.00 10.14 0.00 0.00 1.96 15.00 15,00 430.02 10.14 0.00 0.00 1.96 15.00 15.00 430.98 10.14 0.00 0.00 1.96 ] 5.00 15.00 432.00 10.14 0.00 0,00 1.96 15.00 15.00 Structure: 2 From Basin: basin-rear To Basin: Basin-front Structure Type: Gravity Welr: None Bleeder: None Pipe: Diameter = 1 ft, Manning1s n = 0.012, Lengt.h = 240 ft US Invert Elev = 10 ft NGVD, DS Invert Elev = 10 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Sti'lge Stage Ihr) (in) (cfs) (cfsl (acre-ftl 1ft NGVD) (ft NGVD) =============================================================================== 0.00 0.00 0.00 0.00 0.00 15.00 15.00 1. 02 0.05 0.00 0.00 0.00 15,00 15.00 1. 98 0.09 0.00 0.00 0.00 15.00 15.00 3.00 0.14 0.00 0.00 0.00 15.00 15.00 4.02 0.18 0.00 0.00 0.00 15.00 15.00 4.90 0.23 0.00 0.00 0.00 15.00 15.00 6.00 0.27 0.00 0.00 0,00 15.00 15.00 7.02 0.32 0.00 0.00 0.00 15.00 15.00 7.98 0.36 0.00 0.00 0.00 15.00 15.00 9.00 0.41 0.00 -2.32 -0.01 16.03 15.00 10.02 0.45 0.00 0,00 0.00 15.00 15.00 10.98 0.50 0.00 0.00 0.00 15.00 15.00 12.00 0.54 0.00 0.00 0.00 15.00 15.00 __"'_'~~_"'^O_~ -.. .-._.~-_._.- ""-'.'---..- ~.._--_.." ..,.~--* Agenda Item NO.7 A February 26, 2008 Cascade 2001 Version 1.0 Page 124 of 214 File: 25yr020107 Date: August 15, 2007 Page 9 _.~,---,'-'-'-"--'-'--'---'- -.------..-----.-..---- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-It) 1ft NGVD) (it NGVD) =============================================================================== 13.02 0.59 0.00 2.32 0.00 16.03 15.00 13.90 0.63 0.00 0.00 0.00 15.00 15.00 15.00 0.68 0.01 -2.31 -0.01 16.03 15.00 16.02 0.73 0.01 0.00 0.00 15,00 15.00 16.98 0.77 0.01 2.33 0.00 16.03 15.00 18.00 0.82 0.01 ..2.30 -0,01 16.03 15.00 19.02 0.06 0.01 0.00 0.00 15.00 15.00 19.98 0.91 0.01 2.33 0.00 16.03 15.00 21. 00 0.95 0.01 -2.30 -0.01 16.03 15.00 22.02 1. 00 0,01 2.32 0.01 16.03 15.00 22.90 1. 04 0.01 2.32 0.01 lG.03 15.00 24.00 1. 09 0.01 2.33 0.01 16.03 15.00 25.02 1.16 0.02 -2.32 0.00 16,03 15.00 25.98 1. 22 0.02 -2.33 0.00 16.04 15.00 27.00 1. 29 0.02 2.34 0.01 16.05 15.00 28.02 1. 36 0.02 -2.35 0,00 16.05 15,00 28.98 1. 42 0.02 0.05 0.01 16.01 16.01 30.00 1. 49 0.02 2.33 0.03 15.00 16.04 31.02 1. 55 0.02 -2.35 0.02 15.00 16.05 31.90 1. 62 0.02 0.15 0.02 16.01 16.01 33.00 1. 69 0.02 2.34 0.03 15.00 16.04 34.02 1. 75 0.02 -0.09 0.02 16,02 16,02 34.90 1. 82 0.02 -0.09 0.02 16.01 16,01 36.00 1. 88 0.02 -2.34 0.03 15.00 16.04 37,02 1. 95 0.02 0.10 0.03 16.01 16.01 37,90 2.02 0,02 -2,33 0.03 15.00 16.04 39,00 2.08 0.02 0.09 0.03 16.01 16.02 40.02 2.15 0.02 0.15 0.03 16.01 16.01 40.98 2.21 0.03 2.34 0.05 15.00 16.04 42.00 2.28 0.03 -0.09 0.04 16.01 16.02 43.02 2.35 0.03 0.08 0.04 16.00 16.01 43.98 2.41 0.03 2.34 0.05 15.00 16.05 45.00 2.48 0.03 O.OB 0.04 16.01 16.02 46.02 2.55 0.03 0.15 0.05 16.01 16.01 46.90 2.61 0.03 2.34 0.06 15.00 16.05 4B.00 2.60 0.03 0,07 0,05 16.01 16.02 49.02 2.75 0.03 0.15 0.05 16.01 16.01 49.9B 2.03 0.03 0.15 0.06 16.01 16.01 51,00 2.92 0.04 -0.09 0.06 16.01 16.01 52.02 3.02 0.04 0.14 0.06 16 .02 16.02 52.98 3.10 0.06 0.13 0.06 16.04 16.04 54.00 3.30 0.07 -0.14 0.06 16.07 16.08 55.02 3.49 0.09 O.OB 0.06 16.12 16.13 55.98 3.70 0.10 0.04 0.05 16.10 16.19 57.00 3.95 0.12 -0. ] 6 0.05 16.26 16.27 58.02 4.28 0.15 -0.12 0.04 16.37 16.38 50.98 4.68 0,22 -0.23 0.03 16.52 16.53 60.00 7.57 2.30 -1.53 -0.04 17.14 17.58 61. 02 8.41 0.31 -1.15 -0.15 17.69 17,94 61. 9B B.7B O.lB -O.~l -0.22 17.87 17.92 63.00 9.02 0.11 -0.07 -0.23 17.93 17.93 64.02 9.25 0.11 0.03 -0.23 17.96 17.96 64.98 9.38 0.07 0.05 -0.23 17.96 17,96 66.00 9.51 0.0') 0.05 -0.23 17.97 17.97 67,02 9.65 0.07 0.05 -0.22 17.97 17.97 67.98 9.78 0.07 0.05 -0.22 17.97 17.97 69.00 9.87 0,05 0.09 -0,21 17.97 17.96 70.02 9.96 0.05 0.09 -0.20 17.96 17.96 70.98 10.05 0.05 0.09 -0.20 17.95 17.95 72 .00 10.14 0.05 0.09 -0.19 17.94 17.94 73.02 10.14 0.00 0.17 -0.18 17.92 17.91 73.98 10.14 0.00 0.17 -0.16 17.89 17.00 75.00 10.14 0.00 0.17 -0.15 17.85 17.85 76.02 10.14 0.00 0.17 -0.13 17.82 17 .82 76.98 10.14 0.00 0.17 -0.12 17.79 17.79 78.00 JO.14 0,00 0.17 -0.11 17 . "16 17.76 79.02 10.14 0.00 0,17 -0.09 17.73 17.73 Agenda Item No. 7A \ cascade 2001 Version 1.0 February 26, 2008 File: 25yr020107 Oate: August 15, 2007 !?~ la5 of 214 ---.--------------------.------------..----------------.-'-- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage. (hr) (in) (cfs) Icfs) (acre-ft) (ft NGVD) (it NGVD) =============================================================================== 79.90 10.14 0.00 0.17 -0.00 17.70 17.70 81.00 10.14 0.00 0.17 -0.06 17 .67 17.67 82.02 10.14 0.00 0.17 -0.05 17.64 17 . 64 82.90 10.14 0.00 0.16 -0.04 17 .61 1'1.61 84.00 10.14 0.00 0.16 -0.02 17.58 17.58 85.02 10.14 0.00 0.16 -0.01 17.55 17.55 85.90 10.14 D.OO 0.16 0.00 17.53 17 .52 07.00 10.14 0.00 0.17 0.02 17.49 17.49 08.02 10.14 0.00 0.16 0,03 17.44 17.44 80.90 10.14 D.OO 0.15 0.04 17.40 17.39 90.00 10.14 0.00 0.15 0.06 17.35 17 .35 91. 02 10.14 D.OO 0.15 0.07 17.30 17.30 91.98 10.14 0.00 0.15 0.08 17.26 17.26 93.00 ID.14 0.00 0.15 0.09 17.21 17,21 94.02 10.14 0.00 0.15 0.11 17.17 17.16 94.98 10.14 0.00 0,14 0.12 17.13 17 .12 96.00 10.14 0.00 0.14 0.13 17.00 17 .08 97.02 10.14 0.00 0.14 0.14 17.04 17.03 97.98 10.14 0.00 0.15 0.15 17.00 16.99 99.00 10.14 0.00 0.14 0.16 16.94 16.94 100.02 10.14 0.00 0.14 0.18 16.0B 16.88 100.9B 10.14 0.00 0.13 0.19 16.03 16.03 102.DO 10.14 0.00 0.13 0.20 16.78 16.78 103.02 10.14 0.00 0.13 0.21 16.73 16.73 103.98 10.14 D.OD 0.13 0.22 16.6B 16.60 105.00 10.14 0.00 0.13 0.23 16.63 16.63 ID6.02 10.14 0.00 0.12 0.24 16.58 16.58 ID6.98 10.14 0.00 0.12 0.25 16.54 16.53 100.00 10.14 0.00 0.11 0.26 16.49 16.49 109.02 10.14 0.00 0.11 0.27 16.44 16.44 109.98 10.14 0.00 0.10 0.28 16.39 16.39 111.00 10.14 0.00 0.10 0.29 16.35 16.34 112.02 1D.14 0.00 0.10 0.29 16.3D 16.30 112.98 10.14 0.00 0.10 0.30 16.26 16.26 114.00 10.14 0.00 0.10 0.31 16.21 16.21 115.02 10.14 0.00 0.D9 0.32 16.17 16.17 115.90 10.14 0.00 0.09 0.33 16.13 16.13 117 . 00 10.14 0.00 0.09 0.33 16.09 16.09 118 . 02 10.14 0.00 0.09 0.34 16.05 16.05 11 0.98 10.14 0.00 0.00 0.35 16.02 16.01 120.0D 10.14 0.00 2.33 0.36 15.00 16.02 121. 02 10.14 0.00 -2.30 0.35 15.00 16.01 121.98 10.14 0.00 2.32 0.36 15.00 16.00 123.00 10.14 0.00 2.31 0.36 15.00 16.00 124.02 10.14 0.00 0.00 0.35 15.00 15.00 124.98 10.14 0.00 -2.31 0.34 16.02 15.00 126.00 10.14 0.00 2.31 0.35 16.01 15.00 127.02 10.14 0.00 2.31 0.35 16.01 15.00 127.90 10.14 0.00 2.31 0.35 16.01 15.00 129.00 10.14 0.00 0.00 0.35 15.0D 15.00 130.02 10.14 O.OD -2.31 D.34 16.01 15.00 130.98 10.14 0.00 -2.29 0.34 16.01 15.00 132.00 10.14 0.00 -2.32 0.34 16.01 15.00 133.02 10.14 0.00 2,31 0.35 16. Dl 15.00 133.98 ID.14 0.00 O.OD 0.35 15.00 15.00 135.00 10.14 0,00 2.31 0.35 16.01 15.00 136.D2 10.14 0.00 0.00 0.35 15.00 15.00 136.98 10.14 O.DO -2.31 0.34 16.01 15.00 130 . 00 10.14 O.DO 2.31 0.35 16.01 15.00 139.02 10.14 0.00 -2.32 0.34 16.01 15.00 139.90 10.14 0.00 -2.30 0.34 16. Dl 15.00 141. 00 10.14 0.00 0.00 0.35 15.00 15.00 142.02 10.14 0.00 -2.31 0.34 16.01 15.00 142.90 10.14 0.00 O.OD 0.35 15.00 15.00 144.00 10.14 O,DO 2.31 0.35 16.01 15.00 145.02 ID .14 O.OD -2.29 0.34 16.01 15.00 145.98 10.14 0.00 -2.32 0.34 16.01 15.00 .. -'--'-'- .,~_._-,. "._e. ..__."__n._'_,__' .-. Agenda Item No. 7A February 26, 2008 Cascude 2001 Version 1.0 Page 126 of 214 File: 25yr020107 Date: August 15, 2007 Page 11 -,~.---_. .- . .-- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Oi scha l-ge Stage Stage (hr) (in) (cfs) Ids) (acre-it) 1ft NGVD) (ft NGVD) =~=====~======================================================================= 14 7.00 10.14 0.00 2.31 0.35 16.01 15.00 14 8.02 ]0.14 0.00 -2.32 0.34 16.01 15.00 ]48.98 10.14 0.00 -2.30 0.34 16.01 15.00 150.00 10.] 4 0.00 0.00 0.35 15.00 15.00 151. 02 10.14 0.00 -2.30 0.34 16.01 15.00 151.90 10.14 0.00 0.00 0.35 15.00 15.00 153.00 10.14 0.00 -2.31 0.34 16.01 15.00 154.02 10.14 0.00 0.00 0.35 15.00 15.00 154.98 10.14 0.00 -2.31 0.34 16.01 15.00 156.00 10.14 0.00 2.31 0.35 16.01 15.00 157.02 10.14 0.00 2.31 0.35 16.01 15.00 157.98 10.14 0.00 2.31 0.35 16.01 15.00 159.00 10.14 0.00 0.00 0.35 15.00 15.00 160.02 10.14 0.00 -2.30 0.34 16.01 15.00 160.90 10.14 0.00 0.00 0.35 15.00 15.00 162.00 10.14 0.00 -2.30 0.34 ]6.01 15.00 163.02 10.14 0.00 0.00 0.35 ]5.00 15.00 163.98 10.14 0.00 2.31 0.35 16.01 15.00 165.00 10.14 0.00 0.00 0.35 15.00 15.00 166.02 10.14 0.00 2.31 0.35 16.01 15.00 166.90 10.14 0.00 0.00 0.35 15.00 .15.00 168.00 10.14 0.00 -2.31 0.34 16.01 15.00 169.02 10.14 0.00 0.00 0.35 15.00 15.00 169,98 10.14 0.00 -2.32 0.34 16.01 15.00 171.00 10.14 0.00 2.31 0.35 16.01 15.00 172.02 10.14 0.00 0.00 0.35 15.00 15.00 172.98 10.14 0.00 2.31 0.35 16.01 15.00 174,00 10.14 0.00 0.00 0.35 15.00 15.00 175.02 10.14 0.00 -2.30 0.34 16.01 15.00 17 5.98 10.14 0.00 0.00 0.35 15.00 15.00 177.00 10.14 0.00 2.]1 0.35 16.01 15.00 170.02 10.14 0.00 0.00 0.35 15.00 15.00 17 8. 98 10.14 0.00 -2.31 0.34 16.01 15.00 180.00 ) 0 .14 0.00 0.00 0.35 15.no 15.00 181.02 10.14 0.00 -2.31 0.34 16.01 15.00 181.98 ] 0 .14 0.00 0.00 0.35 15.00 15.00 183.00 10.14 0.00 2.3] 0.35 16.01 15.00 184.02 10.14 0.00 0.00 0.35 15.00 15.00 184.98 10.14 0.00 2.31 0.35 16.01 15.00 186.00 10.14 0.00 0.00 0.35 15.00 15.00 187.02 10.14 0.00 2.31 0.35 16.0] 15.00 187.98 10.14 0.00 2.31 0.35 16.0] 15.00 189.00 10.14 0.00 0.00 0.35 IJ.OO 15.00 190.02 ] 0 .14 0.00 2.31 0.35 16.01 15.00 190.98 10.14 0.00 0.00 0.35 15.00 15.00 192.00 10.14 0.00 -2.30 0.34 16.01 15.00 193.02 10.14 0.00 0.00 0.35 15.00 15.00 193.98 10.14 0.00 2.31 0.35 16.01 15.00 195.00 10.14 0.00 0.00 0.35 ]5.00 15.00 196.02 10.14 0.00 -/:.:n 0.34 16.01 15.00 196.98 10.14 0.00 0.00 0.35 15.00 15.00 198.00 10.14 0.00 2.31 0.35 16.01 15.00 199.02 10.14 0.00 0.00 0.35 15.00 15.00 199.90 10.14 0.00 0.00 0.35 15.00 15.00 201. 00 10.14 0.00 2.31 0.35 ] 6.01 15.00 202.02 10.14 0.00 0.00 0.35 15.00 15.00 202.98 10.14 0.00 -2.30 0.34 16.01 15.00 204.00 10.14 0.00 0.00 0.35 15.00 15.00 205.02 10.14 0.00 -2.32 0.34 16.01 15.00 205.98 10.14 0.00 0.00 0.35 15.00 15.00 207.00 10.14 0.00 0.00 0.35 15.00 15.00 208.02 10.14 0.00 2.31 0.35 16.01 15.00 200.98 10.14 0.00 0.00 0.35 15.00 15.00 210.00 10.14 0.00 -2.32 0.34 16.01 15.00 211.02 10.14 0.00 0.00 0.35 15.00 15.00 211 . 98 10.14 0.00 0.00 0.35 15.00 15.00 213.00 10.14 0.00 2.31 0.35 16.01 15.00 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 127 of 214 - File: 25yr020107 Date: nugust 15, 2007 Page 12 - ".- --'~- -",_.,~---'---"- ---,.._--_._.-~_..-~_.-- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) lefs) (cfs) (acre- ft) (ft NGVD) (ft NGVD) =~==================================================================~~========= 214.02 10.14 0.00 0.00 0.35 15.00 15.00 214,9B 10.14 0.00 2.31 0.35 16.01 15.00 216.00 10.14 0.00 0.00 0.35 15.00 15.00 217.02 10.14 0.00 0.00 0.35 15.00 15.00 217.9B 10.14 0.00 2.31 0.35 16.01 15.00 219.00 10.14 0.00 0.00 0.35 15.00 15.00 220.02 10.14 0.00 -2.32 0.34 16.01 15.00 220.90 ]0.14 0.00 0.00 0.35 15.00 15.00 222.00 10.14 0.00 0.00 0.35 15.00 15.00 223.02 10.14 0.00 -2.31 0.34 16.01 15.00 223.9B 10.14 0.00 0.00 0.35 15.00 15.00 225.00 10.14 0.00 0.00 0.35 15.00 15.00 226.02 10.14 0.00 -2.31 0.34 16.01 15.00 226.9B 10.14 0.00 0.00 0.35 15.00 15,00 22B.00 10.14 0.00 0.00 0.35 15.00 15.00 229.02 10,14 0,00 2.31 0.35 16.01 15.00 229.90 10.14 0.00 0.00 0.35 15.00 15.00 231. 00 10.14 0.00 0.00 0.35 15.00 15.00 232.02 10.14 0.00 0.00 0.35 15.00 15.00 232.9B 10.14 0.00 -2.29 0.34 16.01 15.00 234.00 10.14 0.00 0.00 0.35 15.00 15.00 235.02 10.14 0.00 0.00 0.35 15.00 15.00 235.90 10.14 0.00 -2.32 0.34 16.01 15.00 237.00 10.14 0.00 0.00 0.35 ]5.00 15.00 238.02 10.14 0.00 0.00 0.35 15.00 15.00 238.98 10.14 0.00 0.00 0.35 15.00 15.00 240.00 10.14 0.00 -2.30 0.34 16.01 15.00 241.02 10.14 0.00 0.00 0.35 15.00 15.00 241.98 10.14 0.00 0.00 0.35 15.00 15.00 243.00 10.14 0.00 0,00 0.35 15.00 15.00 244.02 10.14 0.00 2.31 0.35 16.01 15.00 244.9B 10.14 0,00 0.00 0.35 15.00 15.00 246.00 10.14 0.00 0.00 0.35 15.00 ]5.00 247.02 10.14 0.00 0.00 0.35 15.00 15.00 247.90 10.14 0.00 -2.32 0.34 16.01 ]5.00 249.00 10.14 0.00 0.00 0.35 15.00 ]5.00 250.02 10.14 0.00 0.00 0.35 15.00 15.00 250.98 10.14 0.00 0.00 0.35 ]5.00 15.00 252.00 10.14 0.00 0.00 0.35 15.00 15.00 253.02 ]0.14 0.00 0.00 0.35 15.00 ]5.00 253.90 10.14 0.00 0.00 0.35 15.00 15.00 255.00 10.14 0.00 0.00 0.35 15.00 15.00 256.02 ]0.14 0,00 0.00 0.35 15.00 15.00 256.98 10.14 0.00 0.00 0.35 15.00 15.00 258.00 10.14 0.00 0.00 0.35 ]5.00 15.00 259.02 10.14 0.00 0.00 0.35 15.00 15.00 259,98 10.14 0.00 -2.31 0.34 16.01 15.00 261. 00 10.14 0.00 0.00 0.35 15.00 15.00 262.02 10.14 0.00 0.00 0.35 15.00 15.00 262.98 10.14 0.00 0.00 0.35 15.00 15.00 264.00 10.14 0.00 0.00 0.35 15.00 15.00 265.02 ]0.]4 0.00 0.00 0.35 15.00 15.00 265.98 10.14 0,00 0.00 0.35 15.00 15.00 267.00 10.14 0.00 0.00 0.35 ]5.00 15.00 268.02 ]0.14 0.00 0.00 0.35 15.00 15.00 26B.98 10.14 0.00 0.00 0.35 ]5.00 15.00 270.00 10.14 0.00 0,00 0.35 15.00 15.00 271. 02 10.14 0.00 0.00 0.35 15.00 15.00 271.90 10.14 0.00 0.00 0.35 15.00 15.00 273.00 10.14 0.00 0.00 0.35 15,00 15.00 274.02 10.14 0.00 0.00 0.35 15.00 15.00 274.9B 10.14 0,00 0.00 0.35 15.00 15.00 276.00 10,14 0.00 0.00 0.35 15.00 15.00 277.02 10.14 0,00 0,00 0.35 15.00 15.00 277.98 10.14 0.00 0.00 0.35 15.00 15.00 279.00 10,14 0.00 0.00 0.35 15.00 15.00 280.02 10.14 0.00 0,00 0.35 15.00 15.00 -,_..._..,-~------". -._-~~-,. -.-.--...-- ......,.--- Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 128 of 214 File: 25yr020107 Date: August 15, 2007 Page 13 .--.,-....,.-.------..-.- ---- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) lefs) (efs) (acre-ft) (ft NGVD) 1ft NGVD) ~=====~=======================================================~================ 280.98 10.14 0.00 0.00 0.35 15,00 15.00 282.00 10.14 0.00 0.00 0.35 15.00 15.00 203.02 10.14 0.00 0.00 0.35 15.00 15.00 283.98 10.14 0.00 0.00 0.35 15.00 15.00 285.00 10.14 0.00 0.00 0.35 15.00 15.00 206.02 10.14 0.00 0.00 0.35 15.00 15.00 286.98 10.14 0.00 0.00 0.35 15.00 15.00 288.00 10.14 0.00 0.00 O.3~ 15.00 15.00 209.02 10.14 0.00 0.00 0.35 15.00 15.00 289.98 10.14 0.00 0.00 0.35 15.00 15.00 291.00 10.14 0.00 0.00 0.35 15.00 15.00 292.02 10.14 0.00 0.00 0.35 15.00 15.00 292.98 10.14 0.00 0.00 0.35 15.00 15.00 294 .00 10.14 0.00 0.00 0.35 15.00 15.00 295.02 10.14 0.00 0.00 0.35 15.00 15.00 295.98 10.14 0.00 0.00 0.35 15.00 15.00 297.00 10.14 0.00 0.00 0.35 15.00 15.00 298.02 10.14 0.00 0.00 0.35 15.00 15.00 290.90 10.14 0.00 0.00 0.35 15.00 15.00 300.00 10.14 0.00 0.00 0.35 15.00 15.00 301. 02 10.14 0.00 0.00 0.35 15.00 15.00 301.90 10.14 0.00 0.00 0.35 15.00 15.00 303.00 10.14 0.00 0.00 0.35 15.00 15.00 304.02 10.14 0.00 0.00 0.35 15.00 15.00 304.90 10.14 0.00 0.00 0.35 15.00 15.00 306.00 10.14 0.00 0.00 0.35 15.00 15.00 307.02 ] 0 .14 0.00 0.00 0.35 15.00 15.00 307.98 10.14 0.00 0.00 0.35 15.00 15.00 309.00 10.14 0.00 0.00 0.35 15.00 15.00 310.02 10.14 0.00 0.00 0.35 15.00 15.00 310.90 10.14 0.00 0.00 0.35 15.00 15.00 312.00 10.14 0.00 0.00 0.35 15.00 15.00 313.02 10.14 0.00 0.00 0.35 15,00 15.00 313.90 10.14 0.00 0.00 0.35 15.00 15.00 315.00 10.14 0.00 0.00 0.35 15.00 15.00 316.02 10.14 0.00 0.00 0.35 15.00 15.00 316.98 10.14 0.00 0.00 0.35 15.00 15.00 318.00 10.14 0.00 0.00 0.35 15.00 15.00 319.02 10.14 0.00 0.00 0.35 15.00 15.00 319.98 10.14 0.00 0.00 0.35 15.00 15.00 321.00 10.14 0.00 0.00 0.35 15.00 15.00 322.02 10.14 0,00 0.00 0.35 15.00 15.00 322.98 10.14 0,00 0.00 0.35 15.00 15.00 324.00 10.14 0.00 0.00 0.35 15.00 15.00 325.02 10.14 0.00 0.00 0.35 15.00 15.00 325.98 10.14 0.00 0.00 0.35 15.00 15.00 327.00 10.14 0.00 0.00 0.35 15.00 15,00 328.02 10.14 0.00 0.00 0.35 15.00 15.00 328,98 10.14 0.00 0.00 0.35 15.00 15,00 330.00 10.14 0.00 0.00 0.35 15.00 15.00 331.02 10.14 0.00 0.00 0.35 15.00 15.00 331.90 10.14 0.00 0,00 0.35 15.00 15.00 333.00 10.14 0.00 0.00 0.35 15.00 15.00 334. 02 10.14 0.00 0.00 0.35 15.00 15.00 334.98 10,14 0.00 0.00 0.35 15.00 15.00 336.00 10.14 0.00 0.00 0.35 15.00 15.00 337.02 10.14 0.00 0.00 0.35 15.00 15.00 337.90 10.14 0.00 0.00 0.35 15.00 15.00 339.00 10.14 0.00 0.00 0.35 15.00 15.00 340.02 10.14 0.00 0.00 0.35 15.00 15.00 340.98 10.14 0.00 0.00 0.35 15,00 15.00 342.00 10.14 0.00 0.00 0.35 15.00 15.00 343.02 10.14 0.00 0,00 0.35 15.00 15.00 343.90 10.14 0.00 0.00 0.35 15.00 15.00 345.00 10.14 0.00 0.00 0.35 15.00 15.00 346.02 10.14 0.00 0.00 0.35 15.00 15.00 346.98 10.14 0.00 0.00 0.35 15.00 15.00 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 129 Df 214 File: 25yr020107 Date: August 15, 2007 Page 14 ~.",..- ....~.- ---.- _._- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) lin) (ets) (efs) (acre-ft) (ft NGVD) (ft NGVD) ====~========================================================================== 348.00 10.14 0.00 0.00 0.35 15.00 15.00 349.02 10.14 0.00 0.00 0.35 15.00 15.00 349.98 10.14 0.00 0.00 0.35 15.00 15.00 351.00 10.14 0.00 0.00 0.35 15.00 15.00 352.02 10,14 0.00 0.00 0.35 15.00 15.00 352.98 10.14 0.00 0.00 0.35 15.00 15.00 354.00 10.14 0.00 0.00 0.35 15.00 15.00 355.02 10.14 0.00 0.00 0.35 15.00 15.00 355.98 10.14 0.00 0.00 0.35 15.00 15.00 357.00 10.14 0.00 0.00 0.35 15.00 15.00 358.02 10.14 0.00 0.00 0.35 15.00 15.00 358.9B 10.14 0.00 0.00 0.35 15.00 15.00 360.00 10.14 0.00 0.00 0.35 15.00 15.00 361. 02 10,14 0.00 0.00 0.35 15.00 15.00 361. 90 10,14 0.00 0.00 0.35 15.00 15.00 363.00 10.14 0.00 0.00 0.35 15.00 15.00 364.02 10.14 0.00 0.00 0.35 15.00 15.00 364.98 10.14 0.00 0.00 0.35 ]5.00 15.00 366.00 10.14 0.00 0.00 0.35 15.00 15.00 367.02 10.14 0.00 0.00 0.35 15.00 15.00 367.98 10.14 0.00 0.00 0.35 15.00 15.00 369.00 10.14 0.00 0.00 0.35 15.00 15.00 370.02 10.14 0.00 0.00 0.35 15.00 15.00 370.98 10.14 0.00 0.00 0.35 15.00 15.00 372.00 10.14 0.00 0.00 0.35 15.00 15.00 373.02 10.14 0.00 0.00 0,35 15.00 15.00 373.90 10.14 0.00 0.00 0.35 15.00 15.00 375.00 10.14 0.00 0.00 0,35 15.00 15.00 376.02 10.14 0.00 0.00 0.35 15.00 15.00 376.98 10.14 0.00 0.00 0.35 15.00 15.00 378.00 10.14 0.00 0.00 0.35 15.00 15.00 379.02 10.14 0.00 0.00 0.35 15.00 15.00 379.90 10.14 0.00 0.00 0.35 15.00 15.00 301. 00 10.14 0.00 0.00 0.35 15.00 15,00 382.02 10.14 0.00 0.00 0.35 15.00 15.00 382.90 10.14 0.00 0.00 0.35 15.00 15.00 384.00 10.14 0.00 0.00 0.35 15.00 15.00 385.02 10.14 0.00 0.00 D.3!:! 15.00 15.00 305.98 10.14 0.00 0.00 0.35 15.00 15.00 387.00 10.14 0.00 0.00 0.35 15.00 15.00 388.02 10.14 0.00 0.00 0.35 15.00 15.00 308.90 10.14 0.00 0.00 0.35 15.00 15.00 390.00 10.14 0.00 0.00 0.35 15.00 15.00 391.02 10.14 0.00 0.00 0.35 15.00 15.00 391.98 10.14 0.00 0.00 0.35 15.00 15.00 393.00 10.14 0.00 0.00 0.35 15.00 15.00 394.02 10.14 0.00 0.00 0.35 15.00 15.00 394.98 10.14 0.00 0.00 0.35 15.00 15.00 396.00 10.14 0.00 0.00 0.35 15.00 15.00 397.02 10.14 0.00 0.00 0.35 15.00 15.00 397.98 10.14 0.00 0.00 0.35 15.00 15,00 399.00 10.14 0.00 0.00 0.35 15.00 15.00 400.02 10.14 0.00 0.00 0.35 15.00 15.00 400.90 10.14 0.00 0.00 0.35 15.00 15.00 402 . 00 10.14 0.00 0.00 0.35 15.00 15.00 403.02 10.14 0.00 0.00 0.35 15.00 15.00 403.90 10.14 0.00 0.00 0.35 15.00 IS.00 405.00 10.14 0.00 0.00 0.35 15.00 15.00 406.02 10.14 0.00 0.00 0.35 15.00 15.00 406.98 10.14 0.00 0.00 0.35 15.00 15.00 408.00 10.14 0.00 0.00 0.35 15.00 15.00 409,02 10.14 0.00 0.00 0.35 15.00 15.00 409.98 10.14 0.00 0.00 0.35 15.00 15.00 411.00 10.14 0.00 0.00 0.35 15.00 15.00 412.02 10.14 0.00 0.00 0.35 15.00 15.00 412.98 10,14 0.00 0.00 0.35 15.00 15.00 414.00 10.14 0.00 0.00 0.35 15.00 15.00 .... ~_.~-,,--_. --,- -- Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 130 of 214 File: 25yr020107 Date: August 151 2007 Page 15 -_._-~. ,-_..~ -- .._-,.. -- ----.- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cis) (efs) (acre-ft) 1ft NGVD) (ft NGVD) ===~=========================================~================================= 415.02 10.14 0.00 0.00 0.35 15.00 15.00 415.98 10.14 0.00 0.00 0.35 15.00 15.00 417.00 10.14 0.00 0.00 0.35 15.00 15.00 418.02 10.14 0.00 0.00 0.35 15.00 15.00 4] 8.98 10.14 0.00 0.00 0.35 15,00 15.00 420.00 10.14 0.00 0.00 0.35 15.00 15.00 421.02 10.14 0.00 0.00 0.35 15.00 15.00 421.98 10.14 0.00 0.00 0.35 15.00 15.00 423.00 10.14 0.00 0.00 0.35 15.00 15.00 424.02 10.14 0.00 0.00 0.35 15.00 15.00 424.90 10.14 0.00 0,00 0.35 15.00 15.00 426.00 10.14 0.00 0.00 0.35 15.00 15.00 427.02 10.14 0.00 0.00 0.35 15.00 15.00 427 . 98 10.14 0.00 0.00 0.35 15.00 15.00 429.00 10.14 0.00 0.00 0,35 15.00 15.00 430,02 10.14 0.00 0.00 0.35 15.00 15.00 430.98 10.14 0.00 0.00 0.35 15.00 15.00 432.00 10.14 0.00 0.00 0.35 15.00 15.00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES --- --- ------ --- ------ - - ----.--- ----- -- ---- - -- ------------- ----------- - -- - ----- --------- --- - - -------- --- -- - ----.--- Struc Max (efs) 'J'ime (hr) Min (cfs) Time (hr) ===================~=~======================~========== 1 0.37 68.04 -0.14 47.10 2 2.35 20.32 -2.35 33.78 BASIN MAXIMUM AND MINIMUM STAGES --------------..._------------------------------------------------ --- ------ --- -- --- - - --- ---- ------- --- -- ------ -------- --- - -- .----- Basin Max (ft) Time (hr) Min {it} Time (hr) -------------.-------------------------------------------------- ------------.----------------------.------------------------------------ Basin-front 17.97 68.04 15.00 0.00 basin-rear 17.97 60.10 15,00 0.00 BASIN WATER BUDGETS (all units j_n acre-ft) _ _ _____ ____________._. __ _ _____________________ _____ ____ _ ___ ___ __ _ _ _ ______m.__ ____ _ _ ___ -------------.------------------------------------.----------------.-----------------..--- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Ston~CJe Storage Residual - ------- ------ ---- -- -- --- - ---- -- ---- - ---- - -------.. .--------- - - - -- - - ----- --- -- -- - - --~ ----------- - ----- - - - - - -- - ----- -- --- - - ------- - ---- -- - --- ----.- - --~ - ----- -- --- -- - - -- --- Basin-front 1. 60 O.3~ 1. 96 0.00 0.00 0.00 basin-rear 0.35 0.00 0.35 0.00 0.00 0.00 Agenda Item ND. 7A February 26, 2008 Page 131 of 214 - Big Corkscrew Fire Station #14 100-year 3-day --- ..__.......e_'_.._.._,- ------ Agenda Item No.7 A February 26, 2008 Cascade 2001 Version 1.0 Page 132 of 214 File: 100yr020107 Date: August 15, 2007 Page 1 ~-~,.. ._~~--,. '-._-- '_.~- n______._____ Project Name: Fire Sta #14 Reviewer: Jerry Neal Project Number: 2006.092 Period Begin: Jan 25, 2007;0000 hr End: Feb 14, 2007;0000 hr Duration: 400 hr Time Step: 0.06 hr, Iterations: 200 Basin 1: Basin-front Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMO - 3day Design Frequency: ] 00 year 3 Day Rainfall: 12.15 inches Area: 2.635 acres Ground Storage: 2.94 inches Time of Concentration: 0.2 hours Initial Stage: 15 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 15.00 0.00 16.00 0.00 16.50 0.12 17.00 0.23 17.50 0.39 10.00 0.65 19.00 2.07 Basin 2: basin-rear Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 12.15 inches Area: 0.517 acres Ground Storage: 1,95 inches 1'ime of Concentration: 0.2 hours Initial Stage: 15 ft NGVD Stage Storage (ft NGVD) (acre- ft) --------- --------- 15.00 0.00 16.00 0.00 ] 6.50 0.09 17.00 0.20 17.50 0.34 18.00 0.57 19.00 1. 03 Offsite Receiving Body: Offsitel Time Stage (hri (ft NGVD) --------- --------- 0.00 15.00 30.00 ] 5.40 60.00 15.50 75.00 15.50 100.00 15.40 150.00 15.30 200.00 15.20 250.00 15.10 300.00 15.00 500.00 15.00 Structure: 1 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 133 of 214 _. File: 100yr020107 Date: August 15, 2007 Page 2 ------~. ------- -- Prom Basin: Basin-front To Basin: Offsitel Structure Type: Gravity Weir: None Bleeder: None Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Hunoff Discharge Discharge Stage Stage (hr) {in} leis) (cfs) (acre-ft) 1ft NGVD) 1ft NGVD) ======================================================================~======== 0.00 0.00 0.00 0.00 0.00 15.00 15.00 L02 0.06 0.00 0.00 0.00 ]5.00 ]5.01 L 9B 0,11 0.00 0.00 0.00 15.00 ]5.03 3.00 0.16 0.00 0.00 0.00 15.00 15.04 4.02 0.22 0.00 0.00 0.00 15.00 15.05 4.98 0.27 0.00 0.00 0.00 15.00 15.07 6.00 0.33 0.00 0.00 0.00 15.00 15.08 7.02 0.30 0.00 0.00 0.00 15.00 15.09 7.98 0.43 0.00 0.00 0.00 15.00 ]5.11 9.00 0.49 0.00 0.00 0.00 15.00 15.12 10.02 0.54 0.00 0.00 0.00 15.00 15.13 10.98 0.60 0.00 0.00 0.00 15.00 15.15 12.00 0.65 0.01 0.00 0.00 ]5.00 15.16 13.02 0.71 0.01 0.00 0.00 15.00 ]5.17 13.9B 0.76 0.01 0.00 0.00 15.00 15.19 15.00 0.02 0.02 0.00 0.00 15.00 15.20 16.02 0.B7 0.02 0.00 0.00 ] 6.02 ]5.2] 16.98 0.92 0.03 0.00 0.00 16.03 15.23 18.00 0.98 0.03 0.00 0.00 16.04 15.24 19.02 L03 0.03 0.00 0.00 16.05 15.25 19.98 L09 0.04 0.00 0.00 ]6.06 15.27 21.00 L14 0.04 0.00 0.00 ]6.07 ]5.28 22.02 L20 0.04 0.00 0.00 ]6.00 15.29 22.98 L25 0.05 0.00 0.00 16.09 15.31 24.00 L31 0.05 0.00 0.00 16.10 15.32 25.02 L39 0.08 0.00 0.00 16.12 15.33 25.90 L46 0.08 0.00 0.00 16.14 15.35 27.00 1. 54 0.09 0.00 0.00 16.16 15.36 20.02 L 62 0.09 0.00 0.00 16.19 15.37 2B.98 L 70 0.10 0.00 0.00 16.21 15.39 30.00 1.78 0.10 0.00 0.00 16.24 15.40 3L02 1. 06 0.11 0.00 0.00 ]6.26 15.40 3L90 L 94 0.11 0.00 0.00 16.29 15.41 33.00 2.02 0.1] 0.00 0.00 16.32 15.41 34.02 2. ]0 0.12 0.00 0.00 16.34 15.41 34.98 2.18 0.12 0.00 0.00 16.37 15.42 36.00 2.26 0.12 0.00 0.00 16.40 15.42 37.02 2.34 0.13 0.00 0.00 16.43 15.42 37.98 2.41 0.13 0.00 0.00 16.46 15.43 39.00 2.50 0.13 0.00 0.00 16.50 15.43 40.02 2,58 0.14 0.00 0.00 ]6.53 15.43 40.90 2.65 0.14 0.00 0.00 16.56 15.44 42.00 2.73 0.14 0.00 0.00 16.59 15.44 43.02 2.B1 0.14 0.00 0.00 16.62 15.44 43.9B 2.89 0.14 0.00 0.00 16.66 15.45 45.00 2.97 0.15 0.00 0.00 16.69 15.45 46.02 3.05 0.15 0.00 0.00 16.72 15.45 46.98 3.13 0.15 0.00 0.00 16.76 15.46 40.00 3.21 0.15 0.00 0.00 16.79 15.46 49.02 3.30 0.17 0.00 0.00 16.03 15.46 49.98 3.39 0.17 0.00 0.00 16.87 15.47 51.00 3.50 0.21 0.00 0.00 16.92 15.47 52.02 3.61 0.25 0.00 0.00 16.97 15.47 52.90 3,76 0.32 0.00 0.00 17.02 15.48 54.00 3.95 0.40 0.00 0.00 17 .09 15.4B 55.02 4.18 0.49 0,00 0.00 ]7.17 15.48 55.9B 4.43 0.57 0.00 0.00 17.26 15.49 57,00 4.74 0.70 0.00 0.00 17.37 15.49 50.02 5,12 O.OB 0.00 0.00 17.51 15.49 _n~_.._ --" ~._~, -~~-- -~"'-" Agenda Item No. 7A February 26, 2003 Cascade 2001 Version 1.0 Page 134 of214 File: lOOyr020107 Date: August 15, 2007 Page 3 -, .-..- --~--_.,---- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (.in) Icfs) Icfs) (acre-ft) 1ft NGVD) tft NGVD) =============================================================================== 58,98 5.60 I. 28 0.00 0.00 17.62 15.50 60.00 9,07 13.67 0.00 0.00 10.16 15.50 61.02 10.08 1. 84 0.00 0.00 10.39 15.50 61,98 10.51 I. 06 0.00 0.00 18.~3 15.50 63,00 10.01 0.69 0.00 0.00 18.~7 15.50 64.02 11.08 0.65 0.00 0.00 10.51 15.50 64.98 11.23 0.41 0.00 0.00 18.53 15.50 66.00 11. 40 0.41 0.00 0.00 10.55 15.50 67.02 11.56 0.41 0.00 0.00 18.50 15.50 67,98 11.72 0.41 0.00 0,00 18.60 15.50 69.00 11. 83 0.27 0.00 0.00 10.61 15.50 70.02 11.94 0.27 0.00 0.00 10.63 15.50 70.98 12.04 0.27 0.00 0,00 18.64 15.50 72 .OD 12.15 0.27 0.00 0.00 18.66 15.50 73.02 12.15 0.00 0,00 0.00 10.66 15.50 73.98 12.15 0.00 0.00 0.00 18.66 15.50 75.00 12.15 0.00 0.00 0.00 10.66 15.50 76.02 12.15 0.00 0.00 0,00 ] 0.66 15.50 76.98 12.15 0.00 0.00 0.00 18.66 15.49 78.00 12.15 0.00 0.00 0.00 10.66 15.49 79.02 12.15 0.00 0.00 0.00 18.66 15.-18 79,98 12.15 0.00 0.00 0.00 18.66 15.48 01.00 12.15 0.00 0.00 0,00 10.66 15.~0 82,02 12.15 0.00 0.00 0.00 18.66 15.47 02.90 12.15 0.00 0.00 0,00 18.66 15.47 84.00 12.15 0.00 0.00 0,00 10,66 15.46 85.02 12.15 0.00 0.00 0.00 18.66 15.46 85,98 12.15 0.00 0.00 0.00 10.66 15.46 87.00 12.15 0.00 0.00 0.00 18.66 15.45 80.02 12.15 0.00 0.00 0,00 10.66 15.~5 88.90 12.15 0.00 0.00 0.00 18.66 15.44 90.00 12.15 0.00 0.00 0,00 10.66 15.44 91. 02 12.15 0.00 0.00 0.00 18.66 15.44 91.98 12.15 0.00 0,00 0.00 18.66 15.43 93.00 12.15 0.00 0.00 0.00 18.66 15.43 94.02 12.15 0.00 0,00 0,00 18.66 15.42 94.98 12.15 0.00 0.00 0,00 10.66 ]5.42 96 .00 12.15 0.00 0.00 0.00 18.66 15.42 97.02 12.15 0,00 0.00 0.00 18.66 15.41 97.90 12.15 0.00 0.00 0.00 18.66 15.41 99.00 12.15 0.00 0,00 0.00 18.66 15.40 100.02 12.15 0.00 0.00 0,00 10.66 15.40 100.98 12.15 0.00 0.00 0.00 18.66 15.40 102.00 12.15 0.00 0.00 0.00 18.66 15.40 103.02 12.15 0.00 0.00 0,00 18.66 15.39 103.98 12.15 0.00 0.00 0.00 10.66 15.39 105.00 12.15 0.00 0.00 0,00 10.66 15.39 106.02 12.15 0.00 0.00 0.00 10.66 15.39 106.98 12.15 0.00 0.00 0.00 18.66 15.39 100.00 12.] 5 0.00 0.00 0.00 18.66 15.30 109,02 ] 2 .15 0.00 0.00 0.00 18.66 15.38 ] 09.98 12.] .5 0.00 0,00 0.00 18.66 15.38 11 1, 00 12.15 0.00 0.00 0.00 ]8.66 15.38 112.02 12.15 0.00 0.00 0.00 18.66 15.38 112.98 12.15 0.00 0.00 0,00 10.66 15.37 114.00 12.15 0.00 0.00 0.00 18.66 15.37 115.02 12.15 0.00 0.00 0,00 18.G6 15.37 115. 90 12.15 0.00 0.00 0.00 10.66 15.37 117.00 12.15 0.00 0.00 0.00 18.66 15.37 118.02 12.15 0.00 0.00 0.00 18.66 15.36 118.98 12.15 0.00 0.00 0.00 18.66 15.36 120.00 12.15 0.00 0.00 0.00 10.66 15.36 121,02 12.15 0.00 0.00 0.00 18.66 15.36 121.98 12,15 0.00 0.00 0.00 10.66 15.36 123.00 12.15 0.00 0,00 0.00 18.66 15.35 124.02 12.15 0.00 0.00 0,00 18.66 15.35 124.98 12.15 0.00 0.00 0.00 10.66 15.35 Agenda Item No. 7A February 26, 2008 Page 135 of 214 Cascade 2001 Version 1.0 File: 100yr020107 Date: August 15, 2007 Page 4 -. _..~-- ..__m__ Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) Ids) (acre-ft) 1ft NGVD) (ft NGVD) =============================================================================== 126.00 12.15 0.00 0.00 0.00 18.66 15.35 127.02 12.15 0.00 0.00 0.00 18.66 15.35 127.98 12.15 0.00 0.00 0.00 18.66 15.34 129.00 12.15 0.00 0.00 0.00 10.66 15.34 130.02 12.15 0.00 0.00 0.00 18.66 15.34 130.98 12.15 0.00 0.00 0.00 18.66 15.34 132.00 12.15 0.00 0.00 0,00 18.66 15.34 133.02 12.15 0.00 0.00 0.00 18.66 15.33 133.98 12.15 0.00 0.00 0.00 18.66 15.33 135.00 12.15 0.00 0.00 0.00 18.66 15.33 136.02 12.15 0.00 0.00 0.00 18.66 15.33 136.90 12.15 0.00 0.00 0.00 10.66 15.33 138 . 00 12.15 0.00 0.00 0.00 18.66 15.32 139.02 12.15 0.00 0.00 0.00 18.66 15.32 139.90 12.15 0.00 0.00 0.00 18.66 15.32 141. 00 12,15 0.00 0.00 0.00 18.66 15.32 142.02 12,15 0.00 0.00 0.00 18.66 15.32 142.98 12.15 0.00 0.00 0.00 18.66 15.31 144.00 12,15 0.00 0.00 0.00 18.66 15.31 14 5.02 12.15 0.00 0.00 0.00 10.66 15.31 145.98 12.15 0.00 0.00 0.00 18.66 15.31 147.00 12.15 0.00 0.00 0.00 10.66 15.31 148.02 12.15 0.00 0.00 0.00 18.66 15.30 140.98 12.15 0.00 0.00 0.00 18.66 15.30 150.00 12.15 0.00 0.00 0.00 18.66 15.30 151.02 12.15 0.00 0.00 0.00 18.66 15.30 151.98 12.15 0.00 0.00 0.00 18.66 15.30 153.00 12.15 0.00 0.00 0.00 10.66 15.29 154.02 12.15 0.00 0.00 0.00 10.66 15.29 154.98 12.15 0.00 0.00 0.00 18.66 15.29 156.00 12.15 0.00 0.00 0.00 18.66 15.29 157.02 12.15 0.00 0.00 0.00 18.66 15.29 157.98 12.15 0.00 0.00 0.00 10.66 15.28 159.00 12.15 0.00 0.00 0.00 18.66 15.28 160.02 12.15 0.00 0.00 0.00 18.66 15.28 160.98 12.15 0.00 0.00 0.00 18.66 15.28 162.00 12.15 0.00 0.00 0.00 18.66 15.28 163.02 12.15 0.00 0.00 0.00 10.66 15.27 163.90 12.15 0.00 0.00 0.00 18.66 15.27 165.00 12.15 0.00 0.00 0.00 10.66 15.27 166.02 12.15 0.00 0.00 0.00 18.66 15.27 166.98 12.15 0.00 0.00 0.00 18.66 15.27 168,00 12.15 0.00 0.00 0.00 10.66 15.26 169.02 12.15 0.00 0.00 0.00 18.66 15.26 169.90 12.15 0.00 0.00 0.00 10.66 15.26 171.00 12.15 0.00 0.00 0.00 18.66 15.26 172.02 12.15 0.00 0.00 0.00 18.66 15.26 172.98 12.15 0.00 0.00 0.00 18.66 15.25 174.00 12.15 0.00 0.00 0.00 10.66 15.25 175.02 12.15 0.00 0.00 0.00 18.66 15.25 175.90 12.15 0.00 0.00 0.00 18.66 15.25 177 .00 12.15 0.00 0.00 0.00 18.66 15.25 178.02 12.15 0.00 0.00 0.00 18.66 15.24 178.90 12.15 0.00 0.00 0.00 10.66 15.24 180.00 12.15 0.00 0.00 0.00 18.66 15.24 101. 02 12.15 0.00 0.00 0.00 10.66 15.24 101.90 12.15 0.00 0.00 0.00 18.66 15.24 183.00 12.15 0.00 0.00 0.00 10.66 15.23 104.02 12.15 0.00 0.00 0.00 18.66 15.23 184.98 12.15 0.00 0.00 0.00 18.66 15.23 186.00 12.15 0.00 0.00 0.00 10.66 15.23 107.02 12.15 0.00 0.00 0.00 18.66 15.23 187.98 12.15 0.00 0.00 0.00 10.66 15.22 189.00 12.15 0.00 0.00 0.00 18.66 15.22 190.02 12.15 0.00 0.00 0.00 18.66 15.22 190.98 12.15 0.00 0.00 0.00 18.66 15.22 192.00 12.15 0.00 0.00 0.00 10.66 15,22 _w._..__"____n .~_",___~'.~'M "_,,,. .,.~---,.- -,._- --.- Agenda Item No.7 A February 26, 2008 CaBcade 2001 Version 1.0 Page 136 of 214 File: 100yr020107 Date: August 15, 2007 Page 5 '_~"__n. .__ ___u ---~ . -'---'-'--~'.~ Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (he) (in) (cis) (cfs) (acre-ft) (it NGVD) I it NGVD) ==================~============================================================ 193.02 12.15 0.00 0.00 0.00 18.66 15.21 193.98 12.15 0.00 0,00 0.00 18.66 15.21 195.00 12.15 0.00 0.00 0.00 ]0.66 ]5.21 196.02 12.15 0.00 0.00 0.00 ]0.66 15.21 196.98 12.15 0.00 0.00 0.00 16.66 ]5.21 ]90.00 12.15 0.00 0.00 0.00 18.66 15.20 199.02 12.15 0.00 0.00 0.00 10.66 15.20 199.98 12.15 0.00 0.00 0.00 18.66 15.20 201. 00 12.15 0.00 0.00 0.00 10.66 15.20 202.02 12.15 0.00 0.00 0.00 ]8.66 15.20 202.98 12.15 0.00 0.00 0.00 10.66 15.19 204.00 12.15 0.00 0.00 0.00 10.66 15.19 205.02 12.15 0.00 0.00 0.00 16.66 15.19 205.98 12.15 0.00 0.00 0.00 10.66 15.19 207.00 12.15 0.00 0.00 0.00 10.66 15. ]9 208.02 12.15 0.00 0.00 0.00 18.66 15.10 208.98 12.15 0.00 0.00 0.00 18.66 15.18 210.00 12.15 0.00 0.00 0.00 ]0.66 15.16 211. 02 12.15 0.00 0.00 0.00 10.66 15.18 211.98 12.15 0.00 0.00 0.00 18.66 15.18 2]3.00 12.]5 0.00 0.00 0.00 18.66 ]5.17 214.02 12.15 0.00 0.00 0.00 ]0.66 15.17 214.90 12.15 0.00 0.00 0.00 16.66 15.17 216.00 12.15 0.00 0.00 0.00 10.66 15.17 217 . 02 ]2.15 0.00 0.00 0.00 18.66 15.17 217 . 90 12.15 0.00 0.00 0.00 10.66 15.16 219.00 12.15 0.00 0.00 0.00 18.66 15.16 220.02 12.15 0.00 0.00 0.00 18.66 15.16 220.90 12.15 0.00 0.00 0.00 16.66 15.16 222.00 12.15 0.00 0.00 0.00 16.66 15.16 223.02 12.15 0.00 0.00 0.00 10.66 15.15 223.90 12.15 0.00 0.00 0.00 ]8.66 15.15 225.00 12.15 0.00 0.00 0.00 10.66 15.15 226.02 12.15 0.00 0.00 0.00 18.66 15.15 226.98 12.15 0.00 0.00 0.00 18.66 15.15 228.00 12.15 0.00 0.00 0.00 18.66 15.14 229.02 12.15 0.00 0.00 0.00 10.66 15.14 229.90 12.15 0.00 0.00 0.00 16.66 15.14 231.00 12.15 0.00 0.00 0.00 10.66 15.14 232.02 12.15 0.00 0.00 0.00 18.66 15.14 232.90 12.15 0.00 0.00 0.00 10.66 15.13 234. 00 ]2.]5 0.00 0.00 0.00 18.66 15.13 235,02 ]2.15 0.00 0.00 0.00 ]8.G6 15.13 235.90 12.15 0.00 0.00 0.00 10.66 15.13 237.00 12.15 0.00 0.00 0.00 18.66 15.13 230.02 12.15 0.00 0.00 0.00 10.66 15.12 238.98 ]2.15 0.00 0.00 0.00 10.66 15.12 240.00 12.15 0.00 0.00 0.00 18.66 15.12 241. 02 12.15 0.00 0.00 0.00 18.66 15.12 241. 90 12.15 0_00 0.00 0.00 18.66 15.12 243.00 ]2.15 0.00 0.00 0.00 18.66 15,11 244.02 12.15 0.00 0.00 0.00 18.66 15.11 244.90 12.15 0.00 0.00 0.00 10.66 15.11 246 . 00 12.15 0.00 0.00 0.00 18.66 15.11 247.02 12.15 0.00 0.00 0.00 18.66 15.11 247.98 12.1 S 0.00 0.00 0.00 ]0.66 15.10 249.00 12.15 0.00 0.00 0.00 10.66 15.10 250.02 12.15 0.00 0.00 0.00 10.66 15.10 250.98 12.]5 0_00 0.00 0.00 18.66 15.10 252.00 12.15 0.00 0.00 0.00 18.66 15.10 253.02 12.15 0.00 0.00 0.00 18.66 15.09 253.98 12.15 0.00 0.00 0.00 18.66 ]5.09 255.00 12.15 0.00 0.00 0.00 10.66 15.09 256.02 12.]5 0.00 0.00 0.00 10.66 15.09 256.98 12.15 0.00 0.00 0.00 18.66 15.09 258.00 12.15 0.00 0.00 0.00 10.66 15.08 259.02 12.15 0.00 0.00 0.00 18.66 15.08 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 137 of 214 - File: 100yr020107 Date: August 15, 2007 Page 6 .-,----- ---- ------,- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (cfs) Icfs) (acre- ft) 1ft NGVD) 1ft NGVD) =============================================================================== 259.90 12.15 0.00 0.00 0.00 10.66 15.08 261. 00 12.15 0.00 0.00 0.00 18.66 15.08 262.02 12.15 0.00 0.00 0.00 18.66 15.00 262. 98 12.15 0.00 0.00 0.00 18.66 15.07 264.00 12.15 0.00 0.00 0.00 18.66 15.07 265.02 12,15 0.00 0.00 0.00 10.66 15.07 265,98 12.15 0.00 0.00 0.00 18.66 15.07 267.00 12.15 0.00 0.00 0.00 18.66 15.07 268.02 12.15 0.00 0,00 0.00 18.66 15.06 268 . 98 12.15 0.00 0.00 0.00 18.66 15.06 270.00 12.15 0.00 0.00 0.00 18.66 15.06 271.02 12.15 0.00 0.00 0.00 10.66 15.06 271. 98 12.15 0.00 0.00 0.00 18.66 15.06 273.00 12.15 0.00 0.00 0.00 10.66 15.05 274.02 12.15 0.00 0.00 0.00 18,66 15.05 274.98 12.15 0.00 0.00 0.00 18.66 15.05 276.00 12.15 0.00 0.00 0.00 18.66 15.05 277.02 12.15 0.00 0.00 0.00 18.66 15.05 277.98 12.15 0.00 0.00 0.00 10.66 15.04 279.00 12.15 0.00 0.00 0.00 18.66 15.04 200.02 12.15 0.00 0.00 0.00 18.66 15.04 280,90 12.15 0.00 0.00 0.00 18.66 15.04 202.00 12.15 0.00 0.00 0.00 18.66 15.04 283.02 12.15 0.00 0.00 0.00 10.66 15.03 283.98 12.15 0.00 0.00 0.00 18.66 15.03 285.00 12.15 0.00 0.00 0.00 18.66 15.03 206.02 12.15 0.00 0.00 0.00 18.66 15.03 286. 98 12.15 0.00 0.00 0.00 10.66 15.03 280.00 12.15 0.00 0.00 0.00 18.66 15.02 289.02 12.15 0.00 0.00 0.00 18.66 15.02 289.90 12.15 0.00 0.00 0.00 10.66 15.02 291. 00 12.15 0.00 0.00 0.00 18.66 15.02 292.02 12.15 0.00 0.00 0.00 ] 8.66 15.02 292.98 12.15 0.00 0.00 0.00 18.66 15.01 294.00 12.15 0.00 0.00 0.00 18.66 15.01 295.02 12.15 0.00 0.00 0.00 10.66 15.01 295.98 12.15 0.00 0.00 0.00 18.66 15.01 297.00 12.15 0.00 0.00 0.00 18.66 15.01 298.02 12.15 0.00 0.00 0.00 10.66 15.00 298.90 12.15 0.00 0.00 0.00 10.66 15.00 300.00 12.15 0.00 0.00 0.00 18.66 15.00 301.02 12.15 0.00 0.00 0.00 10.66 15.00 301.98 12.15 0.00 0.00 0.00 18.66 15.00 303,00 12.15 0.00 0.00 0.00 10.66 15.00 304.02 12.15 0.00 0.00 0.00 18.66 15.00 304.98 12.15 0.00 0.00 0.00 10,66 15.00 306.00 12.15 0.00 0.00 0.00 18.66 15.00 307,02 12.15 0.00 0.00 0.00 10.66 15.00 307.98 12.15 0.00 0.00 0.00 10.66 15.00 309.00 12.15 0.00 0.00 0.00 18.66 15.00 310.02 12.15 0.00 0.00 0,00 18.66 15.00 310.90 12.15 0.00 0.00 0.00 18.66 15.00 312.00 12.15 0.00 0.00 0.00 10.66 15.00 313.02 12.15 0.00 0.00 0.00 18.66 15.00 313.90 12,15 0.00 0.00 0.00 10.66 15.00 315.00 12.15 0.00 0.00 0.00 18.66 15.00 316.02 12.15 0.00 0.00 0.00 18.66 15.00 316.98 12.15 0.00 0.00 0.00 10.66 15.00 310.00 12.15 0.00 0.00 0.00 18.66 15.00 319.02 12.15 0.00 0.00 0.00 18.66 15.00 319.98 12.15 0.00 0.00 0.00 18.66 15.00 321. 00 12.15 0.00 0.00 0.00 18.66 15.00 322.02 12.15 0.00 0.00 0.00 18.66 15.00 322.98 12.15 0.00 0.00 0.00 18.66 15.00 324.00 12.15 0.00 0.00 0.00 10.66 15.00 325.02 12.15 0.00 0.00 0.00 10.66 15.00 325.90 12.15 0.00 0.00 0.00 18.66 15.00 -.----- ~-,~- --~-_."---_.--"---- ------- .__.m Agenda Item NO.7 A February 26, 2008 Cascade 2001 Version 1.0 Page 138 of 214 File: 100yr020107 Date: August 15, 2007 Page 7 ~_..._._...~--_..-.._..__.'---~-~.~_.- Cumulative Instant Current Cumulative Head Water Tail tvater Ti.me Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) lets) (cfs) (acre-ft) (ft NGVD) 1ft NGVD) =~============================================================================= 327 . 00 12.15 0.00 0.00 0.00 18.66 15.00 328.02 12.15 0.00 0.00 0.00 18.66 15.00 320.98 12.15 0.00 0.00 0.00 18.66 15.00 330.00 12.15 0.00 0.00 0.00 18.66 15,00 331. 02 12.15 0.00 0.00 0.00 18,66 15.00 331. 98 12.15 0.00 0.00 0.00 18.66 15.00 333.00 12.15 0.00 0.00 0.00 18.66 15.00 334.02 12.15 0.00 0.00 0.00 1 B, 66 15.00 334.90 12.15 0.00 0.00 0.00 18.66 15.00 336.00 12.15 0.00 0.00 0,00 18.66 15.00 337.02 12.15 0,00 0.00 0.00 18.66 15.00 337.98 12.15 0.00 0.00 0.00 18.66 15.00 339.00 12.15 0.00 0.00 0.00 18.66 15.00 340.02 12.15 0.00 0.00 0.00 10.66 15.00 340.98 12.15 0.00 0.00 0.00 10.66 15.00 3Q2.00 12.15 0.00 0.00 0.00 18.66 15.00 343.02 12.15 0.00 0.00 0.00 18.66 15.00 343.98 12.15 0.00 0.00 0.00 10.66 15.00 345.00 12.15 0.00 0.00 0.00 10.66 15.00 346.02 12.15 0.00 0.00 0.00 18.66 15.00 346.98 12.15 0.00 0.00 0.00 18.66 15.00 340.00 12.15 0.00 0.00 0.00 10.66 15.00 349.02 12.15 0.00 0.00 0.00 18.66 15,00 349.98 12.15 0.00 0.00 0.00 18.66 15.00 351. 00 12,15 0.00 0.00 0.00 18.66 15.00 352,02 12.15 0.00 0.00 0.00 18.66 15.00 352.98 12.15 0.00 0.00 0.00 10.66 15.00 354.00 12.15 0.00 0.00 0.00 10.66 15.00 355.02 12,15 0.00 0.00 0.00 18.66 15.00 355.98 12.15 0.00 0.00 0.00 18.66 15.00 357.00 12.15 0.00 0.00 0.00 18,66 15.00 350.02 12.15 0.00 0.00 0.00 10,66 15.00 358.98 12.15 0.00 0.00 0.00 18.66 15.00 360.00 12.15 0.00 0.00 0.00 18.66 15.00 361. 02 12.15 0.00 0.00 0.00 18.66 15.00 361.90 12.15 0.00 0,00 0.00 18.66 15,00 363.00 12.15 0.00 0.00 0.00 18.66 15.00 36~ .02 12.10 0.00 0.00 0.00 10.66 15.00 364.98 12.15 0.00 0.00 0,00 18.66 15.00 366.00 12.15 0.00 0.00 0.00 18.66 15.00 367.02 12.15 0.00 0.00 0.00 10.66 15.00 367.98 12.15 0.00 0.00 0.00 18.66 15.00 369.00 12.15 0.00 0.00 0.00 18.66 15.00 370.02 12.15 0.00 0.00 0.00 18.66 15.00 370.98 12.15 0.00 0.00 0.00 18.66 15.00 372 . 00 12,15 0.00 0.00 0.00 10.66 15.00 373.02 12.15 0.00 0.00 0.00 18.66 15.00 373.98 ] 2.15 0.00 0.00 0.00 10.66 15.00 375.00 12.15 0.00 0.00 0,00 18,66 15.00 376.02 12. ]5 0.00 0.00 0.00 18.66 15.00 376.98 12,15 0.00 0.00 0,00 18.66 15.00 378.00 12.15 0.00 0.00 0.00 18.66 15.00 379.02 12.15 0.00 0.00 0.00 18.66 15.00 379.90 12.15 0.00 0.00 0.00 10.66 15.00 301. 00 12.15 0.00 0.00 0.00 18.66 15.00 382.02 12.15 0.00 0.00 0.00 10.66 15.00 302.98 12.15 0.00 0.00 0.00 18.66 15.00 384.00 12.15 0.00 0.00 0.00 18.66 15.00 385.02 12.15 0,00 0.00 0.00 18.66 15.00 305.98 12.15 0.00 0.00 0.00 18.66 15.00 387.00 12.15 0.00 0.00 0.00 18.66 15.00 308.02 12.15 0.00 0.00 0.00 18.66 15.00 388.98 12.15 0.00 0.00 0.00 10.66 15.00 390.00 12.15 0.00 0.00 0.00 18.66 15.00 391. 02 12.15 0.00 0.00 0.00 10.66 15.00 391.98 12.15 0.00 0.00 0.00 18.66 15.00 393.00 12.15 0.00 0.00 0.00 10.66 15,00 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 139 of 214 .--- File: 100yr020107 Date: August 15, 2007 Page 8 -.,"," .---'- .-_..~-'- Cumulative Instant Current cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (i.n) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) =============================================================================== 394.02 12.15 0.00 0.00 0.00 18.66 15.00 394.98 12.15 0.00 0.00 0.00 10.66 15.00 396.00 12.15 0.00 0.00 0.00 18.66 15.00 397.02 12.15 0.00 0.00 0.00 10.66 15.00 397.98 12.15 0.00 0.00 0.00 18.66 15.00 399.00 12.15 0.00 0.00 0.00 10.66 15.00 400.02 12.15 0.00 0.00 0.00 18.66 15.00 400.98 12.15 0.00 0.00 0.00 18.66 15.00 402.00 12.15 0.00 0.00 0.00 18,66 15.00 403.02 12.15 0.00 0.00 0.00 18.66 15.00 403.98 12.15 0.00 0.00 0.00 10.66 15.00 405.00 12.15 0,00 0.00 0.00 10.66 15.00 406.02 12.15 0.00 0.00 0.00 18.66 15.00 406.90 12.15 0.00 0.00 0.00 18.66 15.00 400.00 12.15 0,00 0.00 0,00 18,66 15.00 409,02 12.15 0.00 0.00 0.00 18.66 15.00 409.98 12.15 0.00 0.00 0.00 18.66 15.00 411. 00 12.15 0.00 0.00 0.00 10.66 15.00 412.02 12.15 0.00 0.00 0.00 18.66 15,00 412.90 12.15 0.00 0.00 0.00 18.66 15.00 414 .00 12.15 0,00 0.00 0.00 18.66 15.00 415.02 12.15 0,00 0.00 0.00 18.66 15.00 415.98 12.15 0.00 0,00 0,00 18.66 15.00 417 .00 12.15 0.00 0.00 0.00 18.66 15.00 410.02 12.15 0.00 0.00 0.00 18.66 15.00 410.98 12.15 0.00 0.00 0.00 10.66 15.00 420.00 12.15 0.00 0.00 0,00 18.66 15.00 421. 02 12.15 0.00 0.00 0.00 18.66 15.00 421. 98 12.15 0.00 0.00 0.00 18.66 15.00 423.00 12.15 0.00 0.00 0.00 10.66 15.00 424.02 12.15 0.00 0.00 0.00 ]8.66 15.00 424.98 12,15 0.00 0.00 0.00 18.66 15.00 426.00 12.15 0.00 0.00 0.00 18.66 15.00 427.02 12.15 0.00 0.00 0.00 18.66 15.00 427,98 12.15 0.00 0.00 0.00 10.66 15.00 429.00 12.15 0.00 0.00 0.00 18,66 15.00 430.02 12.15 0.00 0.00 0.00 10.66 15.00 430.98 12.15 0.00 0.00 0.00 18.66 15,00 432.00 12.15 0.00 0.00 0.00 18.66 15.00 Structure: 2 From Basin: basin-rear To Basin: Basin-front Structure Type: Gravity Weir: None Bleeder: None Pipe: Diameter = 1 ft, Manning's n = 0,012, l,ength = 240 ft US Invert Elev = 10 ft NGVD, OS Invert Elev = 10 ft NGVO, no flap gate Cumulative Instant Current Cumulative Head Water 'fail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hrl (in) (cfs) (cfs} (acre-ft) 1ft NGVDI (ft NGVD) ~~~============================================================================ 0.00 0.00 0.00 0.00 0.00 15.00 15.00 1. 02 0.06 0,00 0.00 0.00 15.00 15.00 1. 98 0.11 0,00 0.00 0.00 15.00 15.00 3.00 0.16 0.00 0.00 0.00 15.00 15.00 4.02 0.22 0.00 0.00 0.00 15.00 15.00 4.90 0.27 0.00 0.00 0.00 15.00 15.00 6.00 0.33 0,00 0.00 0.00 15.00 15.00 7.02 0.30 0,00 0.00 0.00 15.00 15.00 7.90 0.43 0.00 2.33 0.00 16.03 15.00 9,00 0.49 0.00 -2.32 -0.01 16.03 15,00 10,02 0.54 0.00 2.33 0.00 16.03 15.00 10,90 0.60 0.00 2.33 0.00 16.03 15,00 -.- .._~ - -_.---.---~._,'.-'''~'-~-'----''--' -....._>-,,--"--_.~-->. -...-.-... Agenda Item ND. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 140 of 214 File: 100yr020107 Date: August 15, 2007 Page 9 .-.- -.--.. ---~.- ..._"-~-_...~..- Cumulative Instant Current Cumulative Head Water Tail Water 'l'ime Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (efs) (ets) (acre-ft) 1ft NGVD) 1ft NGVD) ~============================================================================== 12.00 0.65 0.01 -2.33 -0.01 16.03 15.00 13.02 0.71 0.01 2.33 0.00 16.04 15.00 13.98 0.76 0.01 2.34 0.00 16.04 15.00 15.00 0.82 0.01 -2.34 -0.01 16.04 15.00 16.02 0.07 0.01 0.07 0.00 16.02 16.02 16.90 0.92 0.01 0.12 0.00 16.03 16.03 18.00 0.98 0.01 -0.13 0.00 16,03 16.04 19.02 1. 03 0.01 0.12 0.00 16.04 16.05 19.90 1. 09 0.01 0.11 0.00 16.05 16.06 21. 00 1.14 0.01 -0.14 0.00 16.06 16.07 22.02 1. 20 0.01 0.11 0.00 16.07 16.00 22.90 1. 25 0.01 0.11 0.00 16.09 16.09 24.00 1. 31 0.02 -0.14 -0.01 16.10 16.10 25.02 1. 39 0.02 0.10 -0.01 16.12 16 .12 25.98 1. 4 6 0.02 0.10 -0.01 16.14 16.14 27.00 1. 54 0.02 -0.15 -0.01 16.16 16.16 28.02 1. 62 0.03 0.09 -0.01 16.18 16.19 20.90 1. 70 0.03 0.09 -0.02 16.21 16.21 30.00 1. 78 0.03 -0.15 -0.02 16.23 16.24 31. 02 1. 86 0.03 0.00 -0.02 16.26 16.26 31.98 1. 94 0.03 0.08 -0.02 16.28 16.29 33.00 2.02 0.03 -0.15 -0.03 16.31 16.32 34.02 2.10 0.03 0.00 -0.03 16.34 16.34 34.98 2.18 0.03 0.00 -0.03 16.37 16.37 36.00 2.26 0.03 -0.15 -0.04 16.40 16.40 37.02 2.34 0.03 0.07 -0.04 16.43 16.43 37.98 2.41 0.03 0.07 -0,04 16.46 16.46 39.00 2.50 0.03 -0.15 -0.05 16.49 16.50 40.02 2.58 0.03 0.04 -0.05 16.53 16.53 40.90 2.65 0.03 0.04 -0.05 16.56 16.56 42.00 2.73 0.03 -0.15 -0.06 16.59 16.59 43.02 2.81 0.03 0.08 -0.06 16.62 16.62 43.98 2.89 0.03 -0.15 -0.0'/ 16.65 16.66 45.00 2.97 0.03 0.08 -0.07 16.69 16.69 46.02 3.05 0.03 -0.09 -0.07 16.72 16.72 46.98 3.13 0.03 0.08 -0.08 16.75 16.76 48.00 3.21 0.03 "0,09 -0.00 16.79 16.79 49.02 3.30 0.04 -0.15 .0.09 16.83 16.83 49.98 3,39 0.04 -0.10 -0.09 16.07 16.07 51.00 3.50 0.05 -0.15 -0.10 16.91 16.92 52.02 3.61 0.06 -0.09 -0.11 16.9G 16.97 52.98 3.76 0.07 -0.11 -0.11 17.02 17 .02 54.00 3.95 0.09 -0.14 -0.12 17.09 17.09 55.02 4.18 0.11 -0.17 -0.14 17.16 17.17 55.98 4.43 0.12 -0.20 -0.15 17.25 17.26 57.00 4.74 0.15 -0.24 -0.17 17.36 17.37 58.02 5.12 0.19 ..0.25 -0.19 17.50 17.51 50.98 5.60 0.27 -0.40 -0.22 17.59 17.62 60.00 9.07 2.80 -1.09 -0.28 17.94 18.16 61. 02 10.08 0.37 -0.74 -0.36 10.29 18.39 61.90 10.51 0.21 -0.30 -0.40 18.42 18.43 63.00 10.81 0.14 -0.07 -0.41 18.47 18.47 64.02 11. 00 0.13 -0.07 -0.42 ] 8.51 10.51 64,98 11.23 0.08 0.04 0.42 18.53 18.53 66.00 11.40 0.08 -0.04 -0.42 10.55 18.55 67.02 11. 56 0.08 -0.04 -0.43 18.58 18.58 67.90 11.72 0.08 -0.04 -0.43 18.60 10.60 69.00 11. 83 0.05 -0.03 -0.43 18.61 18.61 70.02 11. 94 0.05 -0.03 -0.44 18.63 10.63 70.90 12.04 0.05 -0.03 -0.44 10.64 18.64 72 .00 12.15 0,05 -0.03 -0.44 18.66 18.66 73.02 12.15 0.00 0.04 -0.44 18.66 10.66 73.98 12.15 0.00 0.04 -0.44 18.66 18.66 75.00 12.15 0.00 -0.04 -0.44 18.66 19.66 76.02 12.15 0.00 0.04 -0.44 18.66 18.66 76.98 12.15 0.00 0.04 -0.44 10.66 18.66 78.00 12.15 0.00 -0.04 -0.44 18.66 18.66 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 141 of 214 File: 100yr020107 Date: August 15, 2007 Page 10 ------,.-..-- Cumulative Instant Current Cumulative Head Water 'rail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) Icfs) (acre-ft) (ft NGVD) (ft NGVD) =============================================================================== 79.02 12.15 0.00 0.04 -0.44 18.66 18.66 79.98 12.15 0.00 0.04 -0.44 18.66 10.66 01.00 12.15 0.00 -0.04 -0.44 10.66 18.66 82.02 12.15 0.00 0.04 -0.44 18.66 10.66 82.90 12.15 0.00 0.04 -0.44 10.66 18.66 04.00 12.15 0.00 -0.04 -0.44 18.66 18.66 85.02 12.15 0.00 0.04 -0.44 18.66 10.66 85.98 12.15 0.00 0.04 -0.44 10.66 18,66 87.00 12.15 0.00 -0.04 -0.44 18.66 18.66 88.02 12.15 0.00 0.04 -0.44 10.66 18.66 00.90 12.15 0.00 0.04 -0.44 10.66 18,66 90.00 12.15 0.00 -0.04 -0.44 18.66 18.66 91. 02 12.15 0.00 0.04 -0.44 18.66 18.66 91. 90 12.15 0.00 0.04 -0.44 10.66 10.66 93.00 12.15 0.00 -0.04 -0.44 10.66 10.66 94.02 12.15 0.00 0.04 -0.44 18.66 18.66 94.90 12.15 0.00 0.04 -0.44 10.66 18.66 96.00 12.15 0.00 -0.04 -0.44 18,66 18.66 97.02 12.15 0.00 0,04 -0.44 10.66 10.66 97.98 12.15 0.00 0.04 -0.44 18.66 10.66 99.00 12.15 0.00 -0.04 -0.44 10,66 10.66 100.02 12.15 0.00 0.04 -0.44 18.66 18.66 100.98 12.15 0.00 0.04 -0.44 18.66 18.66 102.00 12.15 0.00 -0.04 -0.44 10.66 10.66 103.02 12.15 0.00 0.04 -0.44 18.66 18.66 103.98 12.15 0.00 0.04 -0.44 18.66 10.66 105.00 12.15 0.00 -0.04 -0.44 10.66 18.66 106.02 12.15 0.00 0.04 -0.44 18.66 10.66 106.90 12.15 0.00 0.04 -0.44 18.66 10.66 108.00 12.15 0.00 -0.04 -0.44 18.66 18.66 109.02 12.15 0.00 0.01 -0,44 10.66 18,66 109.98 12.15 0,00 0.04 -0.44 18.66 18.66 111. 00 12.15 0.00 -0.04 -0.44 10.66 10.66 112.02 12.15 0.00 0.04 -0.44 10.66 10.66 112.98 12.15 0.00 0.04 -0.44 18.66 10.66 114.00 12.15 0.00 -0.04 -0.44 18.66 18.66 115.02 12.15 0.00 0.04 -0.44 18.66 18.66 115.90 12.15 0.00 0.04 -0.44 18.66 10.66 117.00 12.15 0.00 -0.04 -0.44 10.66 18.66 118.02 12,15 0.00 0.04 -0.44 18.66 18.66 118.90 12.15 0.00 0.04 -0.44 18.66 10.66 120.00 12.15 0.00 -0.04 -0.44 10.66 18.66 121. 02 12.15 0.00 0.04 -0.44 18.66 10.66 121.90 12.15 0.00 0.04 -0.44 18.66 18.66 123.00 12.15 0.00 -0.01 -0,44 18.66 18.66 124.02 12,15 0.00 0.04 -0.44 18.66 18.66 124.98 12.15 0.00 0.04 -0.44 18.66 10.66 126.00 12.15 0.00 -0.04 -0.44 18.66 18.66 127.02 12.15 0.00 0.04 -0.44 18.66 10.66 127.98 12.15 0.00 0.04 -0.44 18.66 18.66 129.00 12.15 0.00 -0.04 -0.44 18.66 10.66 130.02 12.15 0.00 0.04 -0.44 18.66 18.66 130.98 12.15 0.00 0.04 -0.44 18.66 18.66 132.00 12.15 0.00 -0.04 -0.44 18.66 10.66 133.02 12.15 0.00 0.04 -0.44 18.66 18.66 133.98 12.15 0.00 0.04 -0.44 18.66 10.66 135.00 12.15 0.00 -0.04 -0.44 18.66 10.66 136.02 12.15 0.00 0,04 -0.44 10.66 18.66 136.98 12.15 0.00 0.04 -0.44 18.66 18.66 130.00 12.15 0.00 -0.04 -0.44 18.66 18.66 139.02 12.15 0.00 0.04 -0,44 18.66 10.66 139.90 12.15 0.00 0.04 -0.44 18.66 18.66 141.00 12.15 0.00 -0.04 -0.44 18.66 10.66 142.02 12,15 0.00 0.04 -0.44 18.66 18.66 142.98 12.15 0.00 0,04 -0.44 18.66 10.66 144.00 12.15 0.00 -0.04 -0.44 10.66 10.66 14 5 . 02 12.15 0.00 0.04 -0.44 18.66 18.66 _._..~---- .~..". _'_~._m'.'_ "---~ Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 142 of 214 File: 100yr020107 Date: August 15, 2007 Page 11 -,,--.-. ..--- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge stage Stage Ihr) lin) lefs) (ets) (acre-ft) 1ft NGVD) 1ft NGVD) ~============================================================================== 145.98 12,15 0.00 0.04 -0.44 18.66 18.66 147.00 12,15 0.00 -0,04 -0.44 18.66 18.66 14 8.02 12.15 0.00 0,04 -0.44 18.66 18.66 148.98 12.15 0.00 0.04 -0.44 18.66 18.66 150.00 12.15 0.00 -0.04 -0.44 18.66 18.66 151.02 12.15 0.00 0.04 -0.44 18.66 10.66 151. 90 12.15 0.00 0.04 -0.44 18.66 18.66 153.00 12.15 0.00 -0.04 -0.44 10.66 18.66 154.02 12.15 0.00 0.04 -0.44 10.66 18.66 154.98 12.15 0.00 0.04 -0.44 18.66 10.66 156.00 12.15 0.00 -0.04 -0.44 18.66 18.66 157.02 12.15 0.00 0.04 -0.44 18.66 18.66 157,98 12.15 0.00 0.04 -0.44 18.66 18.66 159.00 12.15 0.00 -0.04 -0.44 18.66 18.66 160.02 12.15 0.00 0.04 -0.44 10.66 18.66 160.98 12.15 0.00 0.04 -0.44 18.66 18.66 162.00 12.15 0.00 -0.04 -0.44 18.66 18.66 163.02 12,15 0.00 0.04 -0.44 18.66 10.66 163.98 12.15 0.00 0.04 -0.44 10.66 18.66 165.00 12.15 0.00 -0.04 -0.44 18.66 18.66 166.02 12.15 0.00 0.04 -0.44 18,66 18.66 166.90 12.15 0.00 0.04 -0.44 18.66 18.66 168.00 12.15 0.00 -0.04 -0.44 10.66 18.66 169.02 12.15 0.00 0.04 -0.44 18.66 18.66 169.98 12.15 0.00 0.04 -0.44 10.66 10.66 171. 00 12.15 0.00 -0.04 -0.44 18.66 18.66 172.02 12.15 0.00 0.04 -0.44 18.66 10.66 172,98 12.10 0.00 0.04 -0.44 10.66 10.66 174.00 12.15 0.00 -0.04 -0.44 18.66 18.66 175.02 12.15 0.00 0.04 -0.44 10.66 10.66 170.90 12.15 0.00 0.04 -0.44 18,66 18,66 177 . 00 12.15 0.00 -0.04 -0.44 10.66 10.66 178.02 12.15 0.00 0.04 -0.44 18.66 18.66 178.98 12.15 0.00 0.04 -0.44 10.66 10.66 180.00 12.15 0.00 -0.04 -0.44 18.66 18.66 181. 02 12.15 0.00 0,04 -0.44 18.66 10.66 181.98 12.15 0.00 0.04 -0.44 18.66 18.66 103.00 12.15 0.00 -0.04 -0.44 18.66 10.66 184.02 12.15 0.00 0.04 -0.44 10.66 18.66 184.98 12.15 0.00 0.04 -0.44 18.66 18.66 186.00 12.15 0.00 -0.04 -0.44 10.66 10.66 187.02 12.15 0.00 0.04 -0.44 18.66 18.66 187.90 12.15 0.00 0.04 -0.44 18.66 18.66 109.00 12.15 0,00 -0.04 -0.44 ) 0,66 18.66 190.02 12.15 0.00 0.04 -0.44 18.66 10.66 190.98 12.15 0.00 0.04 -0.44 18,66 18.66 192.00 12.15 0.00 -0.04 -0.44 10.66 10.66 193.02 12.15 0.00 0.04 -0.44 18.66 18.66 193,90 12.10 0.00 0.04 -0.44 10.66 ]0.66 ]95.00 12.15 0.00 -0.04 -0.44 18.66 18.66 196.02 12.15 0.00 0.04 -0.44 ) 8.66 10.66 196.98 12.15 0.00 0.04 -0.44 18.66 18.66 198.00 12.15 0.00 -0.04 -0,14 18.66 18.66 199.02 12.15 0.00 0.04 -0.~4 18.66 18.66 199.90 12.15 0.00 0.04 -0.44 18.66 18.66 201. 00 12.15 0.00 -0.04 -0.44 ]8.66 18.66 202.02 12.15 0.00 0.04 -0.44 10.66 18.66 202.90 12;15 0.00 0.04 -0.44 10,66 18.66 204.00 12.15 0.00 -0.04 -0.44 18.66 18.66 205.02 12.15 0.00 0.04 -0.44 ) 8.66 10.66 205.90 12.15 0.00 0.04 -0.44 18.66 18.66 207.00 12.15 0.00 -0.04 -0.44 18.66 10.66 200.02 12.15 0.00 O.O~ -0.44 18.66 18.66 208.98 12.15 0.00 0.04 -0.44 18.66 IB.66 210.00 12.15 0.00 -0.04 -0.44 18.66 10.66 211. 02 ) 2 .15 0.00 0,04 -0.44 18.66 18.66 211.98 12.15 0.00 0.04 -0.44 18.66 10,66 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 143 of 214 File: 100yr020107 Date: August 15, 2007 Page 12 _.._--_.."-~_.. ._-~.._---_.- ..- .-. Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) {in) lefs) (cfs) (acre-ft) 1ft NGVD) (ft NGVD) =~~=~========================================================================== 213.00 12.15 0.00 -0.04 -0.44 18.66 18.66 214.02 12.15 0.00 0.04 -0,44 10.66 18.66 214.98 12,15 0.00 0.04 -0.44 18.66 18.66 216.00 12.15 0.00 -0.04 -0.44 18.66 18.66 217.02 12.15 0.00 0.04 -0,44 18.66 18.66 217 . 98 12.15 0.00 0.04 -0.44 18.66 10.66 219.00 12,15 0.00 -0.04 -0.44 10.66 18.66 220.02 12.15 0.00 0.04 -0.44 10.66 18.66 220.98 12.15 0.00 0.04 -0.44 J.8.66 18.66 222.00 12.15 0.00 -0.04 -0.44 18.66 18.66 223.02 12.15 0.00 0.04 -0.44 10.66 18.66 223.90 12.15 0,00 0.04 -0.44 18.66 18.66 225.00 12.15 0.00 -0.04 -0.44 10.66 18,66 226.02 12.15 0.00 0.04 -0.44 18.66 18.66 226.98 12.15 0.00 0.04 -0.44 10.66 18,66 220.00 12.15 0.00 -0.04 -0.44 18.66 18.66 229.02 12.15 0.00 0.04 -0.44 18.66 10.66 229.90 12.15 0.00 0.04 -0.44 18.66 18.66 231. 00 12.15 0.00 -0.04 -0.44 ]8.66 18.66 232.02 12.15 0.00 0.04 -0.44 18.66 18.66 232 . 98 12.15 0.00 0.04 -0.44 18,66 10.66 234.00 12.15 0.00 -0.04 -0.44 18,66 18.66 235.02 12.15 0.00 0.04 -0.44 10.66 18.66 235.98 12.15 0.00 0.04 -0.44 18.66 18.66 237,00 12.15 0.00 -0.04 -0.44 18.66 18.66 238,02 12.15 0.00 0.04 -0.44 18.66 18.66 238,98 12.15 0.00 0.04 -0.44 10.66 18.66 240.00 12.15 0.00 -0.04 -0.44 18.66 18.66 241.02 12.15 0.00 0.04 -0.44 18.66 18.66 241. 90 12.15 0.00 0.04 -0.44 18.66 18.66 243.00 12.15 0.00 -0.04 -0.44 18.66 18,66 244.02 12.15 0.00 0.04 -0,44 18.66 10.66 244.98 12.15 0.00 0.04 -0.44 ]8.66 18.66 246.00 12.15 0,00 -0.04 -0.44 ]0.66 18.66 247.02 12.15 0.00 0.04 -0.44 18.66 18.66 247.90 12.15 0.00 0.04 -0,44 10.66 18.66 249.00 12,15 0.00 -0.04 -0.44 18.66 18.66 250.02 12.15 0.00 0.04 -0.44 18.66 10.66 250.98 12.15 0.00 0.04 -0.44 18.66 18.66 252.00 12.15 0,00 -0.04 -0.44 18.66 18.66 253.02 ]2.15 0.00 0.04 -0.44 ]8.66 18.66 253.90 ]2.15 0.00 0,04 -0.44 10.66 10.66 255.00 12.15 0.00 -0.04 -0.44 18.66 18.66 256.02 12.15 0.00 0.04 -0,44 18.66 10.66 256.90 ]2.15 0.00 0.04 -0.44 18.66 10.66 250.00 12.15 0.00 -0.04 -0.44 18.66 18.66 259.02 12.15 0.00 0.04 -0.44 10.66 10.66 259.90 12.15 0.00 0.04 -0.44 10.66 18.66 261.00 12.15 0.00 -0.04 -0.44 18.66 10.66 262.02 12.15 0,00 0.04 -0.44 10.66 10.66 262.98 12.15 0.00 0,04 -0.44 18.66 18.66 264.00 12.15 0.00 -0.04 -0.44 10.66 10.66 265.02 12,15 0.00 0.04 -0,44 18.66 ]8.66 265.90 12.15 0.00 0.04 -0.44 10.66 18.66 267.00 12.15 0.00 -0.04 -0.44 18.66 18.66 268.02 12.15 0.00 0.04 -0,44 18.66 10.66 268.90 12.15 0.00 0.04 -0.44 18.66 10.66 270.00 12.15 0.00 -0.04 -0.44 10.66 18.66 271.02 12.15 0.00 0.04 -0.44 18.66 18.66 271. 90 12.15 0.00 0.04 -0.44 18.66 18.66 273.00 12.15 0.00 -0.04 -0.44 18.66 18.66 274,02 12.15 0.00 0.04 -0,44 18.66 18.66 274.98 12.15 0.00 0.04 -0,44 18.66 18.66 276.00 12.15 0.00 . -0.04 "0.44 10.66 18.66 277.02 12.15 0.00 0.04 -0.44 18.66 18.66 277.98 12.15 0,00 0.04 -0.44 18.66 18.66 279. 00 12,15 0.00 -0.04 -0.44 18.66 18.66 -,-_..._--- ----- ----~ -"-",,- - -_.._---,.~-- Agenda Item NO.7 A February 26, 2008 Cascade 2001 Version 1.0 Page 144 of 214 File: 100yr020107 Date: August 15/ 2007 Page 13 _..._~-- ~.,..- -...... _._~...~._..~ Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) (cfs) (cfs) (acre-ft) 1ft NGVDI (ft NGVO) --------------~-----------------------------------------~---------------------- -------------------------------------------------------------------------------- 200.02 12.15 0.00 0.04 -0.44 10.66 18.66 280.90 12,15 0.00 0.04 -0.44 10,66 18.66 282.00 12.15 0.00 -0.04 -0.44 10.66 18.66 203.02 12.15 0.00 0.04 -0.44 10.66 18.66 283.98 12.15 0.00 0.04 '0.44 10.66 18.66 205.00 12.15 0.00 -0.04 -0,44 18.66 18.66 206.02 12.15 0.00 0.04 -0.44 18.66 10.66 286.98 12.15 0.00 0.04 -0.44 18.66 10.66 280.00 12.15 0.00 -0.04 -0.44 18.66 18.66 209.02 12.15 0.00 0.04 -0.44 18.66 18.66 289.98 12.15 0.00 0.04 -0.44 18.66 18.66 291.00 12.15 0.00 -0.04 -0.44 18.66 18.66 292.02 12.15 0.00 0,04 -0.44 10.66 18.66 292.98 12.15 0.00 0.04 -0.44 18.66 18.66 294.00 12.15 0.00 -0.04 -0.44 18.66 18.66 295.02 12.15 0.00 0.04 -0.44 10.66 18,66 295.98 12.15 0.00 0.04 -0.44 18.66 18.66 297.00 12.15 0.00 -0.04 -0.44 10.66 18.66 290.02 12.15 0.00 0.04 -0.44 18.66 10.66 290.98 12.15 0.00 0.04 -0.44 18.66 18.66 300.00 12.15 0.00 -0.04 -0.44 18.66 18.66 301.02 12.15 0.00 0.04 -0.44 10.66 10.66 301.98 12.15 0.00 0.04 -0.44 10.66 18.66 303.00 12.15 0.00 -0.04 -0.44 10.66 18.66 304.02 12.15 0.00 0.04 -0.44 18.66 18.66 304.98 12.15 0.00 0.04 -0.44 18.66 18.66 306.00 12.15 0.00 -0.04 -0.44 10.66 18.66 307.02 12.15 0.00 0.04 -0,44 18.66 10.66 307.98 12.15 0.00 0.04 -0.44 18.66 18.66 309.00 12.15 0.00 -0.04 -0.44 18.66 10.66 310.02 12.15 0.00 0.04 -0.44 10.66 18.66 310.98 12.15 0.00 0.04 -0.44 18.66 18.66 312.00 12.15 0.00 -0.04 -0.44 18.66 18.66 313.02 12.15 0.00 0.04 -0.44 18.66 18.66 313.98 12.15 0.00 0.04 -0.44 18.66 18.66 315.00 12.15 0.00 -0.04 -0.44 18.66 18.66 316.02 12.15 0.00 0.04 -0.44 18.66 18.66 316.90 12.15 0.00 0,04 -0.44 18.66 18.66 318.00 12,15 0,00 -0.04 -0.44 18.66 18.66 319.02 12.15 0.00 0,04 -0.44 18.66 18.66 319,98 12.15 0.00 0,04 -0.44 18.66 18.66 321.00 12.15 0.00 -0,04 -0.44 18.66 18.66 322.02 12.15 0.00 0.04 -0.44 10.66 18.66 322.98 12.] 5 0.00 0.04 -0.44 18.66 18.66 324.00 12.15 0.00 -0.04 -0.44 18.66 18.66 325.02 12.15 0.00 0.04 -0.44 18.66 18.66 325.90 12.15 0.00 0.04 -0."14 10.66 ]8.66 327.00 12.15 0.00 -0.04 -0.44 10.66 18.66 320.02 12.15 0.00 0.04 -0.44 18.66 18.66 328.98 12.15 0.00 0.04 0.44 10.66 18.66 330.00 12.15 0,00 -0.04 -0.44 10.66 18,66 331.02 12.15 0.00 0.04 -0.44 18.66 10,66 331. 98 12.15 0.00 0.04 -0.44 10.66 10.66 333.00 12.15 0.00 -0.04 -0,44 10.66 J8,66 334.02 12. ] 5 0.00 0.04 -0.44 10.66 18.66 334.90 12.15 0.00 0.04 -0.44 18.66 18,66 336.00 12.15 0.00 -0.04 -0.44 10.66 18.66 337.02 12.15 0.00 0.04 -0.44 18.66 18,66 337.98 12.15 0.00 0.04 -0.44 J 0.66 10.66 339.00 12.15 0.00 -0.04 -0.44 18.66 18.66 340.02 12.15 0.00 0.04 -0.44 18.66 18.66 340 . 90 12.15 0.00 0.04 -0.44 18.66 18.66 342.00 12.15 0.00 -0.04 -0.44 18.66 18.66 343.02 12.15 0,00 0.04 -0.44 18.66 ]8,66 343.98 12.15 0.00 0.04 -0.44 10.66 18.66 345.00 12.15 0.00 -0.04 -0.44 18.66 18.66 346.02 12.15 0.00 0.04 -0.44 18.6" 18.66 Agenda Item No. 7A February 26, 2008 Cascade 2001 Version 1.0 Page 145 Df 214 File: 100yr020107 Date: August 15, 2007 Page 14 -"--.-.'".----.- ..-".".- Cumulative Instant Current Cumulative Head Water 'l'ail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) 1ft NGVD) (ft NGVD) ~=~~=========================================================================== 346.90 12.15 0.00 0,04 -0,44 18.66 10.66 348.00 12.15 0.00 -0,04 -0.44 10.66 18.66 349.02 12.15 0.00 0,04 -0.44 18,66 18.66 349.90 12.15 0.00 0.04 -0.44 18.66 18.66 351,00 12.15 0.00 -0.04 -0.44 18.66 18.66 352.02 12.15 0.00 0.04 -0.44 18.66 18.66 352.98 12.15 0.00 0.04 -0.44 18.66 18.66 354.00 12.15 0.00 -0.04 -0.44 18.66 10.66 355.02 12.15 0.00 0,04 -.0.44 10.66 18.66 355,90 12.15 0.00 0.04 -0.44 18.66 18.66 357.00 12.15 0.00 -0.04 -0.44 18.66 18.66 350,02 12.15 0.00 0.04 -0.44 18.66 10.66 358.98 12.15 0.00 0.04 -0,44 18.66 18.66 360.00 12.15 0.00 -0.04 -0.44 18.66 18.66 361. 02 12.15 0.00 0.04 -0.44 18.66 18.66 361.98 12.15 0.00 0.04 -0.44 10.66 10.66 363.00 12.15 0.00 -0,04 -0.44 10.66 18.66 364.02 12.15 0.00 0.04 -0.44 18.66 18.66 364.90 12.15 0.00 0.04 -0.44 10.66 18.66 366.00 12.15 0.00 -0.04 -0.44 18.66 18.66 367.02 12.15 0.00 0.04 -0.44 10.66 10.66 367.98 12.15 0.00 0,04 -0.44 18.66 18.66 369.00 12.15 0.00 -0.04 -0.44 18.66 10.66 370.02 12.15 0.00 0.04 -0.44 18.66 18.66 370.90 12.15 0.00 0.04 -0.<14 10,66 18.66 372.00 12.15 0.00 -0.04 -0.44 10.66 18.66 373.02 12.15 0.00 0.04 -0.44 18.66 18.66 373.98 12.15 0.00 0.04 -0.44 18.66 10.66 375.00 12.15 0.00 -0.04 -0.44 18.66 18.66 376.02 12.15 0.00 0.04 -0.44 18.66 10.66 376.98 12.15 0.00 0.04 -0.44 10.66 10.66 370,00 12.15 0.00 -0.04 -0.44 18,66 18.66 379.02 12.15 0.00 0.04 -0.44 18.66 10.66 379.98 12,15 0.00 0.04 -0.44 10.66 18.66 381.00 12.15 O. DO -0.01 -0.44 18.66 10.66 302.02 12.15 0.00 0.04 -0.44 10.66 18.66 382.90 12.15 0.00 0.04 -0.<14 18.66 10.66 384.00 12.15 0.00 -0.04 -0.44 10.66 18.66 305.02 12.15 0.00 0.04 -0.44 18.66 18.66 385.98 12.15 0.00 0.04 -0.44 10.66 10.66 387.00 12.15 0.00 -0.04 -0.44 18.66 18.66 300.02 12.15 0.00 0.04 -0.44 18.66 10.66 388.98 12.15 0.00 0.04 -0.44 18.66 18.66 390.00 12.15 0.00 -0.04 -0.44 18.66 18.66 391.02 12.15 0.00 0.04 -0.44 18.66 10.66 391.90 12.15 0.00 0.04 -0.44 10.66 10.66 393.00 12.15 0.00 -0.04 -0.44 18.66 18,66 394.02 12.15 0.00 0.04 -0.44 18.66 18.66 394.98 12.15 0.00 0.04 -0.44 18.66 18.66 396.00 12.15 0.00 -0.04 -0.44 18.66 18.66 397.02 12.15 0.00 0.04 -0.44 18.66 18.66 397.98 12.15 0.00 0.04 -0.44 10.66 18.66 399.00 12.15 0.00 -0.04 -0.44 18.66 10.66 400.02 12.15 0.00 0,04 -0.44 18.66 18.66 400.98 12.15 0,00 0.04 -0.44 10.66 10.66 402.00 12.15 0.00 -0.04 -0.44 10.66 18,66 403.02 12.15 0.00 0.04 -0.44 18.66 18.66 403.98 12.15 0.00 0,04 -0.44 10.66 10.66 405.00 12.15 0.00 -0.04 -0.44 18.66 18.66 406.02 12.15 0.00 0.04 -0.44 18,66 10.66 406 . 90 12.15 0.00 0.04 -0.44 18.66 18.66 408.00 12.15 0.00 -0.04 -0.44 10.66 10.66 409.02 12.15 0.00 0.04 -0.44 18.66 18.66 409.98 12.15 0.00 0,04 -0.44 18.66 18.66 411.00 12.15 0.00 -0.04 -0.44 18.66 10.66 412.02 12.15 0.00 0.04 -0.44 18.66 18.66 412.90 12.15 0.00 0,04 -0,44 10.66 10.66 ._'..-----~---- '. .- .'~ . ' _.n__ -""'-------- -- Agenda Item No. 7A February 26,2008 Cascade 2001 Version 1.0 Page 146 of 214 File: lOOyr020107 Date: August 15, 2007 Page 15 --'.- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage Ihr) (in) lefs) IcEs) (acre-ft) 1ft NGVD) 1ft NGVD) ----------------------------------.--------------------------------------------- -------------------------------------------------------------------------------- 414.00 12.15 0.00 -0.04 -0.44 18.66 10.66 415.02 12.15 0.00 0.04 -0.44 18.66 10.66 415.90 12.15 0.00 0.04 -0.44 18.66 18.66 417.00 12.15 0.00 -0.04 -0.44 10.66 10.66 418.02 12.15 0.00 0.04 -0.44 10.66 18.66 410.90 12.15 0.00 0.04 -0.44 10.66 10.66 420.00 12.15 0.00 -0.04 -0.44 18.66 10.66 421.02 12.15 0.00 0.04 -0.44 18.66 10.66 421. 90 12.15 0.00 0.04 -0.44 10.66 10.66 423.00 12.15 0.00 -0.04 -0.44 18.66 18.66 424.02 12.15 0.00 0.04 -0.44 18.66 18.66 424.98 12.15 0.00 0.04 -0.44 10.66 10.66 426.00 12.15 0.00 -0.04 -0.44 18.66 18.66 427.02 12.15 0.00 0.04 -0.44 18.66 10.66 421.98 12.15 0.00 0.04 -0.44 10.66 10.66 429.00 12.15 0.00 -0.04 -0.44 18.66 18.66 430.02 12.15 0.00 0.04 -0.44 18.66 18.66 430.98 12.15 0.00 0.04 -0.44 18.66 10.66 432.00 12.15 0.00 -0.04 -0.44 ]8.66 18.66 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES -------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (efs) 'rime Ihr) ------------------ ---- --- -- ----- - - -- .------ - - ---- - - - -- - -- ---------------- ------ ---- --- ---------------- ---- ------- 1 0.00 0.00 0.00 0.00 2 2.37 15.90 -2.35 15.84 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- ---------------..------------------------------------------------ Basin Max (ft) Time (hr) Min 1ft) Time Ihr) -"----- --- -- ------- ------- ---- - -- ----- ---- --- --- ------ -------- - -- ----------------------------------------------------------.------- Basin-front 10.66 73.50 15.00 0.00 basin-rear ]8.66 73.62 15.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) ----- ------------------ -- -------..-.- -----.- --- ---- .... --. .-. -- -------------- - -- - --- ------ ---- - - -- ------ ---------------------------------------------------------------------------------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow SLorage Storage Residual -- - - -- - -- - - - - ---- -------- -- - - - ----- --._- - -- - -- -- - -- - - -- - ---- - .---- ------ - - - - ~-~"---- ------ ________________.___________________u__ _..__ ___ ______"~_ ____________________________ Basin-front 2.02 -0.44 0.00 0.00 1. 58 0.00 ba5in-n:~ar 0.43 0.00 -0.44 0.00 0.88 0.00 Agenda Item NO.7 A . February 26, 2008 Page 147 of 214 ENVIRONMENTAL ASSESSMENT For: BIG CORKSCREW ISLAND FIRE & RESCUE . Collier County, Florida June 2007 Prepared For: HOLE MONTES Prepared By: Collier Environmental Consultants, Inc. 3880 Estey Avenue : Naples, Florida 34104 (239) 263 - 2687 Fax (239) 263-6616 .--:: . "'~" ~.... . ~'''''''"''' I. .? ~"=,. . "".,:~- It /'7.._y....:,.I.~ ' ... . ~"'." -'~ .... /~ ~~D:~.~~,;~J~ \ --- . . . )', ",:.Ii",,,,,~ .~~ -&~"~__;' p,- <U~.{_"'~....-.I,,":.= ./,"~ ~~_ '-.,- :".ii{~'t,H~""_~~,":":',:-,,~ --" .~--~-~.~...-' ''''''~~ <. "'-~"k~~ ,.~~ ,~c~'c ,",' . ...::-:::. -,~-~.-:... '; ._,._...._--_..-~,_. -.-.----,-,....., -"""~-'--" ---"-'''---'''' .-,.".,.- i' Agenda Item NO.7 A / , February 26. 2008 Page 148 of 214 FUTURE LAND USE I ZONING MAP <eo:>" t>.Q N T 4It S T 41 , T 48 11 T 41 S T 50: S T 61 s T Ii2 B , 63 S o ENm ~~i ! II III ! III I, ".0 ro I' ~" ill!! ,I ilrll'l C Q) Cl. i > i!" 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Agenda Item No. 7A February 26, 2008 " Page 155 of 214 VEGETATION INVENTORY / FLUCCS MAP "---" --'. ._----,_.~,- - --'------_....,.., ..__n . <(cO"'" r--O~ .0"" .. ON_ --- Z .0 ttt/t~t l!l q;) EN[:g <C .2 ~.- - -row "''''''' u~'" ".0 0- W'" ",u- ZZt/Z~t <( Co oct ::E 10 fI) . ui 0 I.&J 0 ~ N II ;:) ~ ~ ..I ! Lr.l 1.1. III ....... N N Lr.l - ~ I I I ": I ~ a:: N o 0 a.. CD 0 ~ + ~J!l ~.~ ... . ~ ~ "'<I! ~"l I I I 1"1 !1 ~ !~- :sN N -'" '" ~ '~8dl ~ t;:; '" . ~ ~ UJ ~ + 0 0 ~ '" D ~~ >'OO"5N ~ ~1~ll!I~~ ;;::~ ~ :g ~~:ij;; 0: ..., 0 0 f'I) ....J :.;2 E ... W1~t>~ ~ => :il "-~~1'! c '" O>.!I~~ ~ i lo.J Q. Q. '" ...... Q. "" ... ;; N Z~ Vi ~ "'~~ ~ 0 ~ ~ r-i15 N ~ . ll'i.~......~-, ~ N ~ - N :z: ~ <C ~ I oZ9~IiI~O ~ I i=~"'< 61- !!:NG:;J:15_~ I D::ct:&G-c.tii ~ ~~:;: [5 III U')~~t-< CIll;J:Vl5~ r~S!~~ - o~-' __. Uu..lX"I.&..G: : _ _ _ _-:::..=..-:- _ __ __ ____.1. -1-__ ----~ 17...... T{ - - -;CIA.. OID.a - --... -. /'.:- -: 8 ~ ~ I \ 3-N...8" \ I I f N - -.. .. ..... It) C\I co ..... " -- -- - --- ---- ---- ---H - --- . . - Agenda Item No. 7A February 26, 2008 . Page 157 of 214 .!i'I:.VCCS CODE AND VEGETATION INVENTORY FLUCCS. CODE (DescriptiGu) Common Name Scientific Name lndicatar Status 212 FallGw Farm Field The area was historical a farm field. The area still has some shaliow beds. The area is vegetated with a variety of species, This vegetation primarily consists of secondary Idisturbed plant species. Slash pine Pinus e/liotti FACW Cp,O flat sedge Cyperus ligularis FACW G,C red root Lachnanlhes caroliniana OBL G,C Dog fennel Eupatorium capillifalium FACW G,D Primrose willow Ludwigia peruviana OBL M,O wax myrtle Myrica cerifera FAC+ M,C broom sedge Alldropogon virginicu'\" FAC- G,C Grape "ine Vilis rotundifolia FAC G,C -- Beak rush Rynchospora microcarpa OBL G,C Beak rush Ryncho~pora inundated OBL G,C yellow-eyed grass Xyris dif.Jo/'mis OBL G,C Camphor weed Pluchea /'osea FACW G,C Palmetto Serenoa repens UPL G,C Sawgrass Cladiumjamaicense OBL G,C Salt bush Baccharis halimifolia FACW M,C Marsh Pink Sabatia grandiflora FACW G,C Rustweed Polypremum procumbens OBL G,O Smartweed Poygonull densiflower OBL G,O Wllite-head broom Spermacoce verlicillala UPL G,C Bahiagrass Paspalum notalum FACU G,O swamp fern Blechnum se/'rulatwn FACW G,D ragweed Ambrosia artemisiifolia FAC G,C Blue Maidencane Amphicarpum muhlenbergianum FACW G,D Morning glory Ipomoea cordatotri/oba FAC G,O Ditch (Other Surface Waters ) There is an agricultural ditch bisecting the property. This deep ditch is located to the far east of the property, The vegetation within this area consists of such species as: Brazilian pepper Schinus terebinthifolius Exotic M,D "--",'--'-'" .~-----_._- Agenda Item No.7 A February 26, 2008 Page 158 of 214 Swamp fern Blechnum serrula/um FACW+ G,C chain fern Woodwardia virgillica FACW G,O Wax myrtle Myrcia cerifera FAC+ M,C Carolina willow Salix caroliniana OBL M,C 422 - 621 Brazilian pepper- Cypress Wetlands This area has a canopy of cypress with a dense midstory of Brazilian pepper. The dense midstory of Brazilian pepper has a limiting factor 011 the ground cover. 'l1lis area is part of a larger wetland system that continues off site. The following species were identified within this habitat. Cypress Taxodium spp. OBL Cp,C Brazilian pepper Schinus /erebinthijolius Exotic M,D Swamp bay Persea palustris aRL Cp,O Cabbage Palm Sabal palmetto FAC Cp,O Swamp fern Blechnllm serrulatllm FACW+ G,C Wax myrtle Myrcia cerifera FAC+ M,C Caesar weed Urena loba/a FACU 0,0 Camphor weed Pluchea rosea FACW G,O Alligator flag Thalia geniculata ORL G,O , . Sawgrass Cladium jamaicense OBL G,C Button Bush Cephalanthus occidcntalis OBL M,C Salt bush Baccharis halimifolia FACW M,C yellow-eyed ,,'Tass Xyris dilJormis OBL 0,0 Marsh Pink Saba/ia grand!flora PACW G,O Broom sedge Andropogon vil'ginicus FAC- G,O Blue Maidencane Amphicarpum muhlenbergianum FACW G,C Beak rush Rhyncho5pora microcarpa FACW+ G,O Bog hemp Boehmaia cylindrica OBL G,O pennywort Hydrocotyle ,I]J]J OBL G,O ABREVIATIONS - CllllOP)' (Cp), Midstory (M), Ground Cover (G) Dominant (D), Common (C), Occasional (0) INDICATOR STATUS- Obligate (OEL), Facultative wet plants (FACW), Facultative plants (FAC), Upland (UPL) . o ~ .. o I - .0 "- II ~ \0 i 0 <t:::g;! <,Z-:\ ~ I : ~ ~ ~ON ~ .. ,- LIf - _0 ;( I N t:~~ 0 1i::1 ~ Q) >...- U) ~ l.J.. g to =:{;;<D "N~8 ro::l 0) l: m i -0 \- co !l! 0 N coO 0... t) to <D<D OlLL <t: Go{/) <1:0 20 ::> ~ ..J..J ... <l:u. - II ffi; u <I:'i -< N N ~ I I I d I ci o + (ij 10 ~.l!l ~gl'j ... v L...ai~-;.~~ "l I I I I "l ~~ ::J~rr~ N oe"s~- .- 5 mg.~ '6 > <..) 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" " ..."----.--"' I'" Agenda Item No. 7A February 26, 2008 ,< Page 160 of 214 -~ HISTORICAL / ARCHAELOGICAL RESOURCES -- .._._^"-~.~~._----,_.- . ._ '__",'''__'o~'~__'__'...__ '._'0 .u__,_~..._. " JHI'.I-l;1l::.t-e:"01.:.1'1 1~P2'3 Agenda Item ~%b A February 2, 8 of214 " .- j ~LORlDA DEPARTMENT of STAT~ I CHARLIE CRIST KURT S. Governor I BROW'mIfG : Secret . of State January 8, 2007 Matco Espino< Collier EnvlronmOflt.1 Consultants 3880 Estey Avenue Napl.s, fL34104 Fax: 239-263-6616 Dear MI. Espin.r: In respoll~e \0 your inquiry of January 5. 2004, the Florida Master Site File lists 110 previously recorded cultur.1 resources in the following parcel. : T4SS, R28E, Section 28 In interpreting the results of our search, please remember the following points: . Areaa wbieh have not been completely surveyed, such liS yours, may cOlltaln unrecorded archaeological.U.s, unrecorded hi&torically important structures, or both. . As you may know, state alld federalla". require lonnal enviroomeutal review fo.. .ome projects, Record searebes by tbe staff of the Florida Master Site File do Dot constitute sucb II review of eultural resoul'I!es. Uynur project falls under these laws, you sbould cODtact the Compliance Review Section of tbe Bureau of Historic Preservation at 850- 245.6333 or al tbls address. G' ones ,-- Senior 0 base A st. Florida Masler Site Fil. Phone: 850-245-6440 Division fHis!ori al Resources State SUI1Com: 205-6440 R,A.Gra . . g Fax line: 850-245.6439 500 South Bronough Street Emall: fmsfile@ dos.state.fl. U$ Tallahassee, Florida 32399-0250 Web: http://Ivww.dos.starejl.us/dh,lmsP 500 S, Bronough Str.o, . Tallahass.e, Fl, 313~9-0250 . hllp:llwww,nb.ritag..eom o Diftdot. O€fice o .Axmocological Rutillt'h I:) Hllb;lric- :rre.t1Vltloft o Ulttrnic:d Mweums (~O) 2Ai5-6)()O 1 'AX: 24~3!:i (8)0) 24l''- . FAX: 2'5~36 (Bill) 2o1S-oJ33 . PM" 245-M37 (850) 24S.04OO. PAX: 245-6ill o Palm Bearh Regional OftJce o St. Augu.line Regional Offlc. o TiUttpJ; Rltgftl;a,llIt Olfice (561) 27\1.1475 . FAX: 279,"7. (904) 823-501I!l ' pAX: 825-Sl)44 (813) 212-<lIW3' PM: :171.2310 TOTr-L P.02 --_._-_...--- ------- .---------- I' Agenda Item ND. 7 A February 26, 2008 Page 162 of 214 SOILS ---_._,'. --".....~--'.,-_._.. - -_.._,~_.- I' Agenda Item No. 7A February 26, 2008 Page 163 of 214 --./ . COLLIER COUNTY SOIL LEGEND REVISED 1/90 H. YAMATAKI HYDIHC II 2 IJ:OLOPAW FS,' LIMESTONE SUBSTRATUM H 3 MALABAR FS. rx 4 CHOBEE, LIMESTONE SUBSTRATUM AND DANIA MUCKS ., DEPRESSIONAL i-) 6 RIVIERA, LIMESTONE SUBSTRA1~~-COPEr~~ FS .-~7 IMMOKALEE FS 8 MYAKKA FS 10 OLDSMAR FS, LIMESTONE SUBSTRATUM 11 HALLANDALE FS H 14 PINEDA FS, LIMESTONE SUBS'rRATUM 15 POMELLO FS 16 OLDSMAR FS 4-H 17 BASINGER FS H 18 RIVIERA FS, LIMESTONE STJBSTRATDM 20 FT. DRUM' AND MALABAR HIGH. FS. n BOCA FS H 22 CHOBEE, WINDER AND GATOR SOILS, DEPRESSIONAL H 23 HOLOPAW AND OKEE~A SOILS DEPRESSIONAL H 25 BOCA, RIVIERA, LIMESTONE SUBSTRATUM AND COPELAND FS DEPRESSIONAL H 27 HOLOPAW FS H 28 PINEDA AND RIVIERA FS 29 WABASSO FS H 31 HILOLO LIMESTONE SUBSTRATUM, JUPITER AND MARGATE SOILS 32 URBAN LAND 33 URBAN LAND HOLOPAW BASINGER COMPLEX 34 URBAN LAND IMMOKALEE OLDSMAR LIMESTONE SUBSTRATUM COMPLEX 35 URBAN LAND AQUENTS COMPLEX ORGANIC SUBSTRATUM 36 UDORTHENTS SHAPED 37 TUSCAWILLA FS 38 URBAN LAND MATLACHA LIMESTONE SUBSTRATUM BOCA COMPLEX 39 SATELLITE FS H 40 DURBIN AND WULFERT MUCKS 41 URBAN LAND SATEI.,LITE COMPLEX .. . 42 CANAVERAL BEACHES ASSOCIATION H 43 . WINDER, RIVIERA'; LiMESTONE SUBSTRA'l'UM AND. CHOBEE SOILS DEPRESSIONAL 45 PAOLA FS (1-8 percent slopes) H 48 PENNSUCCO SOIL (marl prairie) H 49 HALLANDALE AND BOCA FS (slough) Ii 50 OCHOPEE FSL, PRAIRIE (marl) H 51 OCHOPEE FSTJ H 52 KESSON MUCK FREQUENTLY FLOODED H 53 ESTERO AND PECKISH SOILS FREQUENTLY FLOODED H 54 JUPITER BOCA COMPLEX H 56 BASINGER FS, OCCASIONN>LY FLOODED ,..,--------".-.,.. "--~---,-,.._. --,--" I Agendaf~~'W~ http://maps.collierappraiser.com - Print Map Febru , Page 164 of 214 Fire Station ~;l~;!-(.'l r';I':E\~ !'.i',:.,:,;-.; :~.I~J \,'.~,(';o~'~ t!'""~~ ii,'.~a';<.:)f.'~ n\~, ';N;.:: 8.".!,I';(,i'.11 rj',[ ~',:\';:; (,:>::~,'.!";'J~",\. IL<.X:OCl 9:")::.'\ ;ll./Il:;~"'. ..lVL :';"f~ ,';r ';.:il:::.'m,i'..,!...: .'\~;:~ni:'i'j\'.:~; '; :'t("l;,f:,:';U'.1\. :1:):,'\ :'I';~ ~J\'U to" .:":.....;"..,.,''\. !v:,v.: ,'.:!:;:f/:,.'.':t::"; (:>t~\!fCl U\'<:::.l(l'~t :;,;[,:;,,';-1/" .;...: ,",';:: ':;A~a'\V,;c>'.'. ;)i';"!i:-~.:,.-:"';.''' ~"()iI:'_i: ';:I';'::H:I; -,,';:J ,~I;~\l"( :-"~'Il.:i :~r:"cf ~..:;~ ~':.'Y. :;';"'.,r\ ".'~:-: ;';.;".J";:"'i, \'.":~.(, n'F:r.'C,\T. v "'_':1.:0:;;-:; i.,:,1!~;1{'...\';~; ":'(><1;;,1 ;}I"'l.:: '".;:H:O.'C";l.'1 ;,1:.;",".:[:.:: ; 1. .)t.:'.;~: ....'.:1 ",1 A .'\~I."Iq "~~;" :'l'~:' ~A';:.:;-, '1:\ './.";-;:.''..r ..;.';~; ro.)::",; I'~::.,."';:;;' ".~,.(_,\';'::A.\: I',,;;. ~',I\':::' 1!1,.(\..<) ..1\'1:-/' ,":-,';f ~;"o\l:.' ~o" .. \. L. .'.::';:!.:;iN;~;\\.Il,;(Ci..";fl::nl.~; .--- .:'.-,.'."".}.:..,....,'.:, '"V.!':~ ..l;'.-;-_,~ :/."L::; ::'f.;:';.j',':."n';", ,'I..... :).'.'1'\' rl':~' -;,.\';:: ..,. 'y';,,':J'I';t.:.,.,";,; .JI.';.".I;'.";i t.. :;":~b','f~.",;,;\' 1\'.V,-v::dT 'I';!" :,~'\',:,' '_' '1i',,'.'"I iY:>::I~COV".i." '. '(,1 ,~<."; '.'.;.:;.., . '11:,.;>. '-', "J'_>::'(!~:) '.':\..'\!'i:,"< q',~_ ':,;,,;:: \:7A.;-<.,II'i~' :-,",'.:: tl': "');'i::: ;'l';i "..,'~:' ,"""\".' "):>":)~-:Lrl',~ ;/",:-;-, J"j\\' _.."',-, '.).:J ~.'.~,\{{ 'l,;r ,.,,';:; 'l.L':';\.l!\4 'I';! ~....';:' ..i\.'~.:',".'.,;\ ,'~, 'fle,t.:'_'"_"',,:'" ;'ii.l.I\i'I';r:.'\':': '~(..1::'.:'; ';.0;:':.:. :":"~':::_:CCO~;l,: .'.\;\\' ;'r:V)!',}',':,:! Jl:,'It"ll;i'. ('I':t ~"",\:,,:~ I -~~',;l:GI\ '1';( '.vI';:') .J\'E .Y,::,',! S'.:iE;.'-':\~-.:~: ;\).\4t~.."_ '-J';~: .~~",';~~ @2004. CoSlier County Property Appraiser. While the Collier County Property Appraiser is commiUed 10 providing the most accurate and up-to-date Inrormalion, no warranties expressed or Implied are provided for lhe data herein, lIs use, or its interpret9_U'on http://maps.collierappraiser.com/webmap/mappl'int.aspx?title~Fire%20Statjon&orient=POR... ]/512007 ""'-'0.', ,~:'., ~;-~ -rrk~~r' ~:4';( .- ,. \~' " '" C-,.;-"" :'tt\ h ~ ..,-~ '". .-.,...... ,.....-...---,. ,:1' ~ i . >:i I~::. t~~~f)~,:?~' ' ;n;lid iil 1~.:;;-.-"" ~~b', It ' ~: ~~~'--, '" \. : ;~;1. :-'faf{ ;'/,: ..'. :i'1.,\: ,. ~>J. :. <~"":I.O .~--_._.__.. .... _.~. _. .-.<' Agenda Item No. 7A February 26, 2008 Page 166 Df 214 MITIGA nON / MONITORING PLAN Agenda Item No. 7 A February 26, 2008 Page 167 of214 WETLAND MITIGATION 1 MONITORING 1 MAINTENANCE PLAN BIG CORKSCREW ISLAND FIRE & RESCUE Intt'odllction The following outlines the wetland mitigation plan for a 6.46 acre project known as Big Corkscrew Island Fire & Rescue, The project is located in Section 28, Township 48 S, Range 28 E in Golden Gate Estates, Collier County, Florida. The following outlines the acreage figures for this proposed project, l'LUCFCS HABITAT UPLANDIWETLAND IMPACT ACREAGE 2121321 Fallow Farm Field 1 Brazilian pepper U 3.28 acres 621 /422 Cypress 1 Brazilian peppcr W 2.54 acrcs 740 D Other Surface Waters (Ditch) OSW .12 acres 814 ' Roads U .38 acres 744 Fill Areas U .14 acres Total Site 6.46 acres Total Wetlands 2.54 acres Total Upland 3.80 acres Other Smtace Waters .12 acres Total Wetlands USACOE 1 SFWMD 2.54 acres PRESERVE 6211422 Cypress 1 Brazilian pepper W I. 82 acres WETLAND IMPACTS 621/422 Cypress 1 Brazilian pepper W .72 acres TOTAL WETLAND IMPACTS .72 acres SFWMD The applicant is proposing to mitigate the wetland impacts with on site mitigation. The on-site wetlands proposed for preservation are the best quality habitat on site. The wetland preserve will be enhanced by the removal of exotics. As part of the mitigation program for the SFWMD, the wetland preserved will be placed in a conservation easelnent. ~,~... -.'"---.-. , Agenda Item ND. 7A February 26, 2008 Page 168 Df 214 Q!l.:.Bitc Mitigation Plan The wetland mitigation plan consists of preserving / enhancing a 1.82 acres of SFWMD wetlands. The total preserve will be 1.82 acres of which this wetland is part of a larger wctland system, The wetland proposcd for preservation will be enhanced by the removal of exotic and/or nuisance vegetation and replanting, The removal of all exotic vegetation from the mitigation area will be conducted by hand, to ensure that existing vegetation and existing ground elevations be maintained in their natural state. The exotic stumps will thell be poison with an approved herbicide (poison) and a tracer dye. Semi-Annual exotic control will occur the first two years followed by alillual exotic treatment. Supplemcntal plantings will be needed in areas were exotics have been removcd. The areas void of vegetation after the exotics are removed will be replanted. Approximately 20 % of the ground cover, tile cntire midstory will be planted. The remaining ground cover area will be left to re-vegetate naturally. After a full year the area will be re- evaluated. The canopy will be examined after two (2) years. The desired density at the end of2 years are; (l) trees 15 feet on center, (2) shrubs 3 feet on center and (3) ground cover 24 inches on center and/or 80% coverage. If a void exists in the prescrve areas, which has a larger distance between the natural recruited plants than the above spccifications, thcn additional planting is required. The species selected will vary on habitat type and commercial availability. The vegetation that may be planted is listed under wetland enhancement section. All supplemental plantings will be conducted during the rainy season in order to increase the survivability of the planted materials. The FLUCCS table provides a breakdown of the SFWMD jurisdictional acreage. Wetland Enhancement Some supplemental ground cover plantings will occur after the exotic vegetation is removed. This will he a limited to approximately 20 % coveragc of ground cover and the entire midstory. Aflelwards a twelve (12) month period will be allowed for natural recruitment. After the initial period has elapsed, if 80 % coverage is Holmed, supplemental planting will bc conducted in all thrce stratl1ms and coordinated with the Compliance Dcpartment. The findings will be reported in the applicant's monitoring report and addressed accordingly. The following is a list of potential plants that may be used. This list and / or the species selected will vary depending onlhe commercial availability at the time of installation. Plantings will be conducted during the rainy season in order to increase survivability of the planted materials. All trees, shrubs and ground cover will be native wctland species, including but not limited to the following: Trees Cypress laxodiunlascendens Red maple Acre rubrun Agenda Item No. 7A February 26, 2008 Page 169 of 214 - Dahooll holly flex cassine Pop ash Fraxinus caroliniana Swcctbay Magnolia virginiana Rcd bay Persea borbonia Slash pine Pinus elliottii Cabbage palm Sa/wi palmetto Planted trees will be a minimum of3 feel in height and 3 gallon in size. Shrubs Sl. Johns wort Hypericum spp. Gallbeny llex glabra Wax Myrtle Myrica cerifera buttonbllsh Cephalanthes occidentalis Leather fern Acrostichum danaeifolium Planted shrubs will be a minimum of 24 inches in height and 1 gallon in size. Grouud CDver Red root Lanchnanthes caroliniana S and cord grass Spartina bakerii Fakahatchee grass Tripsacum dactyloides yellow-eyed grass Xyris spp. saw grass Cladium jamimaicense Soft.stemed Bulrush Scirpus validus Wiref,,'rass Aristida stricta Planted ground cover will be nursery grown liners. Upland Buffer Area Allllpland buffers will have the exotics removed and treated. Areas void of vegetation will receive supplemental plantings. Any supplemental plants will with native upland species. Allllpland areas will be planted with, but not limited to thc following: Trees Slash pine Pinus e/liottii Dahoon holly flex cassine Redbay Persea borbonea Live Oak Quercus virginiana Cabbage palm Sabal palmetto Sweet Bay Magnolia virginiana AlIlrces will be a minimum of 3 feet in height and 3 gallon in size. -- ._-------". .. Agenda Item NO.7 A February 26, 2008 Page 170 of 214 Shrubs American Beauty bush Callicarpa amerieana Palmetto Serenoa repens Gallberry !lex glabra Wax myrtle Myrica eerifera Paw paw Asimina spp. winged sumac Rhus eopallina white indigo berry Baptista laetea cocoplum Chrysobalamus imeo Planted shrubs will be a minimum of24 inches in height and 1 gallon in size. Grouud Cover Palmetto Sereno repe/lS Wiregrass Arislida strieta Broom sedge Andropogon virgi/licus Planted slu'ubs will be a minimum of24 inches in height and 1 gallon in size, Miti!!atioll Success Cl.iteria The mitigation shall be considered successful if, at the end of five years, the planted mitigation area contains 80 % survival hy planted tree species and 80 % coverage by planted ground cOVer species and naturally recruited desirable obligate and facultative wetland species. The mitigation areas shall be exotic free from exotic vegetation immediately following treatment and non-seed bearing exotics shall not exceed 3 % total cover and other nuisance species shall constitute no more than 3 % of total coverage. Monitoriue Monitoring Methodology The proposed monitoring of the enhanced wetlands and preserved uplands will cousists of baseline monitoring, time- zero monitoring, and annnal monitoring of vegetation, wildlife and wetland watcr levels. Base line monitoring will document the conditions in the project site, as it currently exists. The time-zero repOlt will document the conditions immediately following the wetland restoration. The annual reports will document the extent of success of the project and identified specific actions to be taken to improve the conditions within the project area. Sampling transects and methodology for the haseline, time-zero and amlUal reports will utilize standardized methods of data collection from identical sampling stations. During the wet season weekly water Icvels will be monitored. During the dry season water levels will he monitored monthly. " Agenda Item No.7 A February 26, 2008 Page 171 of 214 -. * Transects will be established at a given compass heading in a direct line through the wetlands, Sampling of vegetation will be conducted within 3 feet on both sides along the established transects, recording the vegetation by species and density in each transect. Each transect will start at the upland buffer and wetland interface. * Direct or Indirect observations of wildlife will be noted. * Hydrological indicators and water levels will be recorded. * Photo point stations will be established from a referenced location and panoramic photos will be taken. * Responsibility for the criteria set forth will be the owner * A Conservation Easemcnt will be established and recorded in the public records of Collier County over all areas designated as mitigation preserve areas. Established Monitorinl! Stations The established monitoring stations were selected based on the best geographical representation of the preserved habitats and accessibility. The cypress preserve will have established transects bisecting the preserve. A staff gauges has also been provided to monitor watcr levels. Monitorinl! Schedule January 2008 Baseline Report February 2008 Exotic Removal March 2008 Time Zero Report August 2008 Semi-AJUlUal Exotic Removal Oclober 2008 First Annual Report February 2009 Semi- Annual Exotic Removal August 2009 Scmi-Annual Exotic Removal October 2009 Second Annual Report Fcbruary 2010 Semi-Annual Exotic Removal August 2010 First Annual Exotic Removal Octobcr 2010 Third Annual Rcport August 201 I Second Annual Exotic Removal October 2011 Fourth Arumal Report August 2012' Third Annual Exotic Removal October 2012 Fifth Annual Report ..- -- ..,--- Agenda Item No. 7A February 26, 2008 Page 172 of214 !;g!l~s[vation Easement Wilhin 60 days of penn it issuance, the permittee will have a legally sufficient conservation easement prepared. The conservation easement will he to the SFWMD's standard easement fOffilat. Maintenance I Mana!!ement Follow; llg the completion of the initial exotic removal effOlt, regular inspections of the mitigallon areas win occur. Inspections and exotic control will occur semi-aImually for the firsl two years followed by annual exotic treatments during these inspections, the entire mitigation area win be traversed by a qualified Biologist. Locations of exotic vegelation species will be noted for immediate treatment. Cost Estimate Exotic Removal Poison - Cutting $ 10,000.00 Monitoring Rcports $ 11,250.00 per repOlt Supplemental Plants Variable dependent on natural recmitment 9 reports x $ 1250 = $ 11,250.00 Wetland enhancement supplemental planting - Dependent on natural recruitment . <( ti N ..0- r-- 3NI1 AHI3dOlid l- I <( ~ ,; 0() l!l z '" ... . II :! a.. I ..0- N ..... :! ..0- X U <( Q ... Z 0 N N :! g Z I Ol :5 " x 0 ~ 0 a.. I "- II .0 <( z ~ => ~ N ~ 0 g i 0 10 . . ~ 3 N , , . . . . , . . z en <I: (;) ~ a. (;) ~ W t- ~ Z Lo.I (;) U. > <I: a: z:; !.J C'l W Lo.I<'I-OOOl') a. .... > ;:) (f)~~~~C!C! ~ 'j 0::: C'l laJ-OOOON ..... ffi~ a: - t !.J ........ l1. en !.J ... 0::: C'l ~t l- n.. 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',<. co";",-' ,...: "'.~, "~" ',' ,.-."~>,,,,,.:,:,,,,,'" .... , P;;'I?7Ti:6;",O'r "AI 6"~be.N G,l/7e GSr~ ~~~'. ~){o"'Y2 ':';"'-€'f~""")'T"t .SOO(6}{a) location and Landscape Support ,;,.iff)! to pr~5 or - currenl WllhCCJd.$'e<"""".i:J4jo-r-t :.;GAs;i""'-<F-"'#' r 1/ ~X<ff/C;~("'~cP.-v Tei"MQV,ofc.. . .s-EVe..ee!y ,of A7",-,,"e"b ~"'$G'"~a-;I"'K p-e?p";- .500(6){b)WeterEnvlronmont L-',Ml'TG~ -Pj'lo"ll.r.s l'''t'-...( (!IIo 101 uplands) CO,", S~"7l">>N GAs",....,;:""" <..:>/+L '7f'~4~ to pros or -r~ current with if 7>e./1se '"3,Z... ~,: /,.",,, 7..,.rp....- .500{6){e)Comrnunlty structlJre I; , .' . . . - . '~'''''e.''' ~::>,V~ '7""0../ (: _ vr,€"D. LV I L"'D (..., p;;:" l../TI '-I 2..A--'"7" I or4 1. Va981ation and/or 2. Benthic Community El<'<77?C- veCil:;7"JC}-77&-"" ;e6"'-(OI/~<:.. lopr.'or Sv",Pt4,;",e~T77<'1'/ /i?::..-;1"h"77N6'-....5' current wllh 0/ / . - . tj L..Ce:>T>../~erVI'1-77;Jr....( EAf.S'C:~"'T S Score " sum of 8OOv& SC<lrusl30 . II 'p.r&>:lIrv~1l0:n'8S mlUgaUc:m. For Impact 1l5$8ssmenl areas uplands, divide by 20) . Pr88~lVatfon_&dJuslmeiitfa.etOr '" ~_ ~L.:1" . 'l.. q - ----" Fl = delta x acres :: 'A/jj~sfe# mIUg8t1~ndem:t ::: . , 4)( ."1 z...:: . 2.. q . man. F . 1 I '__".' ,_ .., or m1tJgaton lISgeSSrnen areas Delta:: [wlth-CUmlnt) TlroSlagtt~fact.or) = I LI. :: . 07, RIOJdariloFI . S- '" . Foon 62.3<5.900(2), F.A.C. '.'.c'" dale ~12i041 F6;;- . 0 Y " J. g z = ,0 8 Agenda Item No. 7A February 26, 2008 Page 177 of 214 .,,-- FOX SQUIRREL MANAGEMENT PLAN ~'..--~_._-->' .- ....~_.~---"'. .-.....- Agenda Item NO.7 A February 26, 2008 Page 178 of 214 Big C"I}reSS Fox Squirrel Habitat Management Plan Big Corkscrcw Islllnd Fire Control Stlltion # 14 Introduction The following outline, a Big Cypress Fox SquilTel Habitat Management Plan for a 6.46 acre fire Station. Big Corkscrew Island Fim Control Stalion II 14 is located in Section 35, Township 48 S, Range 26 E in Collier County, Florida. The project site is a planned fire station along with its associated amcnities. Existing Conditiolls The dominant habitat types on the project site are, 621/422 Cypress with Brazilian pepper and 212/422 Fallow fann ficld with Brazilian pepper. This site has been severely impacted by the presence of Brazilian pepper. The Brazilian pepper has fonned a dense midstOly. The dense Brazilin pepper has limited ground covcr. This has limited the availability of good functional habitat. In addition, part of the projcct site consists of a fallow farm ficld. This area is primarily vegetated with disturbed and/or secondary growth. FLUCFCS HABITAT UPLAND/WETLAND IMPACT ACREAGE 212/321 Fallow Farm Field / Brazilian peppcr U 3.28 acres 621/422 Cypre1;s / Brazilian pepper W 2.54 acres 740 D Other Surface Watcrs (Ditch) OSW .12 acres 814 Roads U .38 acres 744 Fill Areas U .14 acres Total Site 6.4 6 acres Total Wetlands 2.54 acrcs TotallJpland 3.80 acres Other Surface Waters .12 acres Without implementation of somc type ofmanagcment plan, the quality of these habitats, are only expected to continue to degrade with the spread of exotic. Exotic Invasion Exotic vegctation is present throughout most of the site. Brazilian pepper has invaded almost the entire site. The infestation is SD dense in sOllle areas that coverage reaches approximately 80 -90 %. Melalcuca is also present however, to a lesser degree. Several individuals of Strawben'y Guava Psidium iiI/orale, Ear-leaf acacia Acacia auriculi(ormis and Java plum SvzilZium cumini were alo;o identified scattcred throughout the site. Agenda Item No. 7A . February 26, 2008 .. Page 179 of 214 Habitat Presen'ation and Enhancement Plan For Tbe nil! Cypress Fox Squirrel Big Cypress Fox Squirrels have not been sighted on the subject property during recent surveys. However, the arca is known to support a viable population of squin'els. No ael ive nests have been found on the site. Since this habitat is known to support Fox squirrels a managemcnt plan was prepared to addrcss the protection, restoration and enhancement of habitat to sustain suitable habitat on site afier development. The goal of the management plan is to attain and maintain suitable Big Cypress Fox Squirrel habitat on site after development. This will be accomplished through preservation and cnhancement of some existing suitable habitat, restoration of degraded habitat and creation of new habitat. The piau focuses on the preservation of preserves. These preserves will incorporate both upland and wetland habitats. Long term m~magement will be implemented to ensure that the planted material survives, exotic vegetation does not reinvadcd the system and that fox squirrel habitat is maintained in op<;:n park likc conditions. Educational infOlmation will be provided to inform those working in the school of the maintenance requirements and of the protection status of the fox squirrel, and its habitat. To avoid nuisance situations, hand-feeding of fox squin'els will be discouraged and educational literature discussing these problems will be distributed to the workers and/or teachers. Caution signs limiting speed on roadways will illustrate a fox squin'el silhouettc. The following is a discussion of the details oftlle mitigation / management plan. Mitil!ation I Management l'lan In order to offset the any loss of habitat function due to the proposed construction activities, a total of 1.82 acres of on-site wetlands and .21 aeres of upland buffcr will be prescrved. This area is concentrated into one large preserve. The uplands consist of Mixed Hardwoods and the wetlands consists ofa cypress head. The on-site wetlands proposed for presetvation arc the highest quality wetlands on site. However, these areas are infested with Brazilian pepper and Melaleuca. All wetlands and uplands will be enhanced by the removal of exotics and supplemental plantings. As part of the mitigation program for SWMD, all enhanced wetlands and uplands will be placed in a conservation easement. The mitigation \York will be done concurrently with the construction of infrastructure and the water management system for the residential subdivision. On - Site Mitil!ation Plan The wctland mitigation plan consists ofpreselvingl enhancing 1.82 acres of SFWMD wetlands and preserving .21 acres of uplands. All areas proposed for preservation will be enhanced by the removal of exotic and/or nuisance vegetation. The removal of all exotic vegetation will be conducted by hand or rubber tired equipment to ensure that cxisting vegetation and existing ground elevations be maintained in their natural state. Exotic -_._~- ...,---- Agenda Item No. 7 A . February 26, 2008 .. Page 180 of 214 plants will be either left as cut or staked. The exotics will then be poison with an approved herbicide (poison) and a tracer dye. Supplemcntal plantings may be necded in areas whcre large areas are left after removal of exotics. [ll areas with real densc Brazilian pcp per densities will receive some supplemental plantings. Afterwards natural recruitment will be allowed for 12 months. Tile dcsired density at the end of 12 months are; (1) trees 10 feet on center, (2) shrubs 3 feet on center and (3) ground cover 18 inches on center. If a void exists in the preserve areas which has a larger distance between the natural recruited plants than the above specifications then additional planting is required. The species selected will vary on habitat type and commercial availability. The vegetation that may be planted are listed under wetland enhancemcnt section. All supplemental plantings will he conducted during the rainy season in ordcr to increase the survivability of the planted materials. The FLUCCS tablc provides a breakdown of the SrWMD jurisdictional aereagc. Upland lluffers All wetlands proposed to be preserved are within an upland preserve. This contiguous upland preservc wraps around both wetland preserves. The retained upland area will have a width that varies. Exotics will be removed from the upland areas. All upland areas necding supplemental plants will be planted with native upland species and special considerations will be givcnto retain as much existing vegetation as possible. All upland areas will be planted with native specics, including but not limited to the following: Trees Slash pine Pill us e/liollii Dahoon holly IIex cassine Redbay Persea borboflca All trees will be a minimum of 3 fcet in height and 3 gallon in size. Shrubs American Beauty bush C."allicarpa americal1a Palmetto Serenoa repens Gallberry flex glabra Wax myrtle Myrica cerifem Planted shrubs will bc a minimum of24 inches in height and 1 gallon in size. Wetlaud Enhancement In areas with a high density of Brazilian pepper will receive limited supplemental plantings and a 12 month period will be allowed for the natural recruitment of herbaceous materials to establish thcmselves prior to physically planting the area. After the initial period has clapsed, depending on the density of the established individuals, the Agenda Item No. 7A .. February 26, 2008 Page 181 of 214 slIpplemcntal planting will be conducted and coordinated with the Compliance Lkp:trtmenl. The findings will be reported in the applicant's monitoring report and addrc"ed accordingly. The following is a list of potential plants that may bc used. This I i~;( and I or the species selected will vary depending on the commercial availability at (he tHllG or installation. Plantings will be conducted during the rainy season in order to increase survivability of the planted materials. Allll'ecs, shrubs and ground cover will be native wetland species, including but not limited (0 the following: Trees. Cypress Taxodium asccndens Red maple Acre rubrun Dahoon holly lIex cassine Pop ash Fraxinus carolinialla Sweetbay Magnolia virginiana Red bay Persea borbonia Slash pine Pinus el/iollii Cabbage palm Sabal palmetto Planted trees will be a minimum of 3 feet in height and 3 gallon in size. Shrubs St. Johns wort Hypericum spp. Gallberry flex glabra Wax Myrtle Myrica cerifera Saw palmetto Serenoa repens Planted shrubs will be a minimum of 24 inches in height and I gallon in size. Gronnd Cover Red root Lanchnanlhcs caroliniww Sand cordgrass Spartina bakeri; Fakahatehee grass Tripsacum dactyloides yellow-eyed grass Xyris spp. sawgrass Cladiumjamimaicense Soft-stemed Bulmsh Scirpus validus Wiregrass Arislida slricla Planted ground cover will be nursery grown liners. Mith!.atioll Success Criteria The mitigation shall be considered successful if, at the end of five years, the planted mitigation area contains 80 % survival by planted tree species and 80 % coverage by planted ground cover species and naturally recruited desirable obligate and facultative ----"-""_.- .--,----. Agenda Item No. 7A ,. February 26, 2008 Page 182 of 214 wetland specics. The mitigation areas shall be exotic free from exotic vegetation immedialcly following a maintenance activity and shonld consist of no more than 3 % of tol al covcrage. Construdioll Details Immediately prior to initiation of construction on any phase of development, the areas will be checked for the presence of Big Cypress Fox Squirrel nests. If active nests are found, buffers will be maintained around the nest trees until the nest are deemed inactive. The buffers are anticipated to be around 100 feet in width. Any deviations from tlus dimension will be presented to the FGFWFC for revicw and approval, prior to implementation. Before implementation of the restoration work, the limits of any native vegetation, especially mature slash pine, will be marked in the field and the areas batTieaded to maintain this vegetation intact. Most of the Big Cypress Fox SquilTel habitat will be placed under a Conservation Easement to Collier County or the SFWMD. A copy oflhio plan will be an attachment to the easement. All Big Cypress Fox Squirrel habitat will be subject to a long tern maintenance program. Edneational ASlleets of Plall Educational signage will be placed in the Big Cypress Fox Squirrel habitat areas wich are accessible or adjacent to areas used by the public. Information will include; a description of the Big Cypress Fox Squinel and its status as a listed species. Infmmation regarding the habitat requirements along with the life history anci ecology of the squilTel will be provided. Additional information regarding the interaction of the puhlic and the listed species will be noted; such as implications of feeding and encouraging interaction with the squilTels. nil! Cypress Fox SqllilTel Habitat Mauagcmellt Maintenance Pro~I'am A long telm habitat management pt"ogral11 will be implemented in all ofthe Big Cypress Fox Squirrel habitat on site aOet" development. Exotic control will be implemented to ensure no reinvasion of thcse areas from reoccurring. It is anticipated exotic control and supplemental plantings will be implemented on a semi-annual basis for two years aOer the initial removal is completed. Thereafter, exotic control is anticipated on a annual basis. Periociic bushhogging will be accomplished as nccessary, once the vegetation matures to maintain an open park-like atmosphere in these areas. All maintenance personnel will be advise of the necessity of leaving pine cones, cabbage palm fl1lit, bromcliads, acorns and tree and ground fungi, in the management areas. No planting of exotics species will occur inlhese areas, unless approval is first obtained [Tom the Florida Game and Fresh Water Fish Commission. Thc maintenance program for exotic control will be implemented in perpetuity. A monitoring program will be implemented to document the success ofimplclllentation - Agenda Item No. 7A '. " February 26, 2008 Page 183 of 214 - of the management plan. Monitoring will be conducted on an annual basis for five years after the implementation of the managcmcnt plan. Transects with fixed monitoring stations will bc established though the enhallced, restored and created habitat. The monitoring will include documentation of; survival rate of plant cd matcrial, extent of exotic and nuisance species, wildlife utilization and specific findings of Big Cypress Fox Squirrel usage. Panoramic photographs will be taken from fixed photo point stations. A report summarizing the findings ofthe monitoring will be submitted to the FGFWFC and Collier County, once a year for five years. After the initial five year monitoring period is completcd, monitoring will be conducted once every two years. When tile monitoring shows the management plan is successful and the required maintenance is minimal, a request can be made to the FGFWFC to discontinue monitoring. Habitat Maua~ement Plan Summary Implementation of this plan will allow for approximately 2.03 acres of Big Cypress Fox Squirrel habitat on site after development. This will include 1.82 acres of wetlands and .21 acres of upland buffer. Considering the existing degradation of habitat and expected future degradation of the remaining habitat by the uncontroHed invasion by exotics, implementation of this plan should ensure the continued long term use of the site by the Big Cypress Fox Squirrel. This plan allows for onc large preserve. The long term management assures these arcas wiH not become invaded by exotics and will be maintained intact in thc futurc us suitablc habitat for the Big Cypress Fox SquilTcl. --..-..-, -_.- . ~, ~ ~ g:: ;'! 3NIl ^Hj3dO~d g d J.. l!l ,ON --- --- Z I. I _ : ~ i N.O - ----o.--I I " II I.... i '" ~~ -- j.-----~ll: ----~?t:-I' r~ <f':;'\~2:: & '( N roOl Zw n::W<( I w Ol :JOl <(I.J.. 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I I I I L5 ~,,;f :;~~ ~ I I I I ~ Q5 ~ z [;l\:j~ g I I <Z"::Ii (!IN"'", "" I I ~i5 ~ ii5"'J~'5 E I I I II ~iii~05 ~~~~ : Zj:: ax x< .g-I I I II 101<5-<-< WW~'Z ~ I I I I 0:> 5 ~ ~p;~ ~ T I I WiJ lj ll:",WZ u I I I I b ;;: ~ n. i3t'~ . L I II, I ~ ~ 0 "'8;; Q. z ~t')w I '_ I Cl. :;;8:;; _ M/~ ___3NIl ^Hj~dO~d_ _ _ _ ~ It::~=-=-_ g~ =- -= - - - - -= =-=- -=- -=-~-- .- -=- --= =--- ..- -= '~--~--r------- ----............. // \1 lit-o^,a OJ.OS30 \1 ( Ii r~1 (No - ...,) -- - ---- M/TJ---------t-\--- . Agenda Item No. 7A February 26, 2008 Page 185of214 . - I-lSTJ};D SPECIES SURY.EY P,'epared For: BIG CORKSCREW ISLAND :FIRE & RESCUE P,'eparetl By: Mareo Espinar, Environmental Planner Collier Environmental Consultants Inc, 3880 Estey Ave, Naples, Florida 34104 (239) 263-2687 _._,~ ..~'-~-'-"-"'~'. ".'.-----" Agenda Item No. 7A February 26, 2008 Page 186 of 214 ! Introduction f Purpose This report is an account of an Endangered 1 Threatened wildlife and plants species survey recently performed on a 6.46 acre tract called Big Corkscrew Island Fire. & Rescue. Its purpose is to identify and describe key habitats and report any listed species using the site that would be at risk due to possible future development actions. This survey and reporl are bascd on fieldwork performed during November 2006. IT Site Description Big Corkscrew Island Fire and Rescue consists of approximately 6.46 acres and is located in Section 28, Township 48, Range 28; in Golden Gate Estates Collier County, Florida. The project sitc is bordered by Desoto Blvd. to the west, 22"d Ave NE to the south and farm fields to the east. See Exhibit # 1 - Location Map The dominant habitat types on the project site are, 6211422 Cypress with Brazilian pepper and 212/422 Fallow fann field with Brazilian pepper. This site has been severely impacted by tlle presence of Brazilian pepper. The Brazilian pepper has formed a dense midstory. This has limited the availability of good fWlctional habitat. In addition, part of the project site consists of a fallow farm field. This arca is primarily vegetated with disturbed and/or secondary growth. See Exhibit #2 - FLUCCS Map / Cumulative Plant List FLUCFCS HABITAT UPLAND/WETLAND IMPACT ACREAGE 212 f 321 Fallow Farm Field / Brazilian pepper U 3,28 acres 62l! 422 Cypress f Brazilian pepper W 2.54 acrcs 740D Other Surface Waters (Ditch) OSW .\2 acres 814 Roads lJ .38 acres 744 Fill Areas U .14 acres Total Site 6.46 acres Total Wetlands 2.54 acres Total Upland 3.80 acres Other Surface Waters .12 acres Agenda Item No. 7A February 26, 2008 Page 187 of214 - ill Threatened and EndaRlzcred Species Survey T11e required survey for a Listed Species Survey calls for a survey covering 100 % of the ,,;(.;0, :\t prescribed transect distances per site acreage. Such a survey was conducted in November 2006. Established transects were oriented nOlth - south and east - west and ~mpcrimposed on an aerial map of the site. These transects were ground - located and walked by compass bearing. Early morning (0730 - 1000), mid-day (1100 - 1500) and late-day (1500 -1800) time periods were chosen to survey these transects. TIlls survey 'V"'" conducted daily for a minimum of five days. All possible species of plants and <<nirnals listed by state and federal agencies were noted. !Y Result:., & Discussions Listed ..E!!m! None were seen on site. Refer to Exhibit # 2- FLUCCS Map / Cumulative Plant List Listed Fauna .- A description of the wildlife found onsite has been provided. Refer to Exhibit # 3 - Wildlife Species Observed Kev Species Discussion: Big Cypress Fox Squirrels Golden Gate Estates has been known to have potential fox squirrel habitat. So observations were keyed to searching for signs or calls of these animals, such as leaf nests in canopy trees or the distinctive chatlering of territorial squilTe1s, No individuals were observed foraging and/or inhabit ting the subject parcel. Blacl[ Bear Black Bears are known to inhabit Golden Gate Estates. Observations were keyed to tracks and/or scat. No individuals were seen during this survey. Conclusions - Transects were walked on straight compass bearings along a grid ~paced at approximately 10 yards apart for the entire parcel. Other transects were primarily meandering transects .- ..-..-- ""---. ---.. Agenda Item NO.7 A February 26, 2008 Page 188 Df 214 through the best quality habitat on site. All transects were walked at varying times from posHlawn & mid-day to pre-sunset hours. TIlis project site is quite limited in wildlife utilization. The site is primarily vegetated with dense Brazilian pepper. The site consists of a fallow farm field and a cypress head. The cypress head would be considered Jurisdictional wetlands. This area is a vegetated with cypress and Cabbage palms as canopy trees willl a dense Brazilian pepper midst.ory. The ground covel' primarily consists of sawgrass and swamp fern. This wetland is part of a larger wetland system. The area still has some recognizable character to support some foraging by small common mammals and birds. Signs of mammals such rabbit scat and raccoon tracks were readily visible. Several species of songbirds were seen utilizing this site. Several factors have contributed to the decline of the site. The site gives hints of a greater past ability to support major populations of mammals and birds. The main factors contributing to the decline of quality habitat are: the level of exotic plant invasion and encroaching single family. The Brazilian pepper has limited the amolmt of light that reaches the ground cover. Consequently, this has limited ground cover diversity. In addition the dense mid story has limited flight pattern for some birds. During this survey no listed species were seen. Agenda Item No. 7A February 26, 2008 Page 189 of 214 - Threatened. Endaneered lInd Species of Spedal Concem Species Present Absent Black bear x Florida panther x Everglades mink x Big Cypress Fox squirrel x ! Indigo snake x American alligator x Gopher tOltoise x Gopher Frog x Southeastern Amel1can kestrel x Red-Cockaded woodpecker x Florida Scrub Jay x Wood stork x Snail kite x Bald eagle x Limpkin x Osprey x White ibis x Tricolored heron x Snowy egret x Reddish egret x Little blue heron x - _._>.,_.._,-~"."..~ -."------. .. .~- - t .. :~--=-.:-\'-..~~ -- -=_:- :) 7:..:...-=-=:n.~ . r___' : ~_ -= - \ --", _.)" ":- - ... !-. - ~'+':-=--':~ . ;,<;;-~. I-...\t.-::.~-~-:.:::-:.;~-: ,::;;: :;~;r~ . ! : -'....:." ,'I ..-.' _ . - - \,-. 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Page 194 of214 FLlJ[:CS CODE AND VEGETATION INVENTORY FLUCCS CODE (Description) Common Name Scientific Name indiclltQr Status 212 Fallow Farm Field The arca was historical a farm field. The area still has some shallow beds, The area is vegetated with a variety of species. This vegetation primarily consists of secondary Idisturbed plant species. Slash pine Pinus e/liotti FACW Cp,O flat scdgc Cyperus ligularis FACW G,C red root Lachnanthes caroliniana OBL G,C Dog fennel Eupatorium capillifolium FACW G,D Primrose willow Ludwigia peruviana OBL M,O wax myrtle Myrica cerifera FAC+ M,C broom sedge Andropogon virginicus FAC- G,C Grape vine Vilis rotundifolia FAC G,C Beak rush Rynchospora microcarpa OBL G,C Beak rush Rynchospora inundated OBL G,C yellow-eyed grass Xyris difformis OBL G,C Camphor weed Pluchea rosea FACW G,C Palmetto Serenoa repens UPL G,C Sawgrass Cladiumfamaicense OBL G,C Salt bush Baccharis halimifolia FACW M,C Marsh Pink Sabatia grandiflora FACW G,C Rustweed Polypremum procumbens OBL G,O Smartweed Poygonun del1siflower nBL G,O White-head broom Spermacoce vertici/lata UPL G,C Bahiagrass PaspaJum notatum FACU G,O swamp fern Blechnum serrulatum FACW G,D ragweed Amhrosia artemisiifolia FAC G,C Blue Maidencane Amphicarpum muhlenbergianum FACW G,U Morning glory Ipomoea cordatotriloba FAC G,O Ditch (Other Surface Waters) There is an agricultural ditch bisecting the property. This deep ditch is located to the far cast of the property. TIle vegetation within this area consists of such species as: Brazilian pepper Schinus terebinthifolius Exotic M,D Agenda Item No. 7 A February 26, 2008 / : Page 195 of 214 SWill11p fern Blechnum serru/atum FACW+ G,C chain fern Woodwardia virgin/ca FACW G,O Wax myrtle Myrcia eerifera FAC+ M,C Camlina willow Sa/ix caraliniana OBL M,C 422 . 621 Brazilian pelJper- C)'press Wetlands This area has a canopy of cypress with a dense midstory of Brazilian pepper. The dense mid;;tory of Brazilian pepper has a limiting factor on the ground cover. This area is pmt of a larger wetland system that continues off site. The following species were identified within this habitat. Cypress Taxodium spp. OBL Cp,C Braz.ilian pepper Schinus terebinthifoUus Exotic M,D Swamp bay Persea pa/uslris OBL Cp,O Cabbage Palm Sabal palmetto FAC Cp,O Swamp fern Blechnum serru/atum FACW+ G,C Wax myrtle Myrcia cerifera FAC+ M,C Caesar weed Urena /abala FACU G,O Camphor weed P/uehea rosea FACW G,O Alligator f1 ag Thalia geniculala OBL G,O Sawgrass Clad/um jamaicense OBL G,C Button Bush Cephalanthus occidenla/is OBL M,C Salt bush Baeeha/'is haUmifolia FACW M,C yellow-eyed grass Xyr/s difformis OBL G,O Mm'sh Pink Sabatia grandiflal'a FACW G,O Broom sedge And/'opogal1 virginieus FAC- G,O Blue Maidencane Amphicarpum muhlenbergianwn FACW G,C Beak rush Rhynchaspora microearpa FACW+ G,O Bog hemp Boehmel'ia cyUndrica OBL G,O pennywort Hydroeotyle jpp. OBL G,O ABREVIATIONS - Canopy (Cp), Midstory (M), Gl'ound Covel' (G) Dominant (D), Common (C), Occasional (0) INDICATOR STATUS- Obligate (OBL), Facultative wet plants (FACW), Facultative plants (FAC), Upland (UPL) .___._____,__0_-. _._-~--_. Agenda Item No. 7A r February 26, 2008 . . Page 196 of 214 }VUJ)LlFE SPECmS OBSERVED COlqmon Name Sllecies Status Amphibian & Reptiles: Six- lined racerunner Cnemidoohorus sexlineatus Brown anole Anolis sagrei Black racer Colwnber constrictor Birds Dove- ground Colun1bina oasserina Dove- mourning Zenaida macroura mockingbird Mimus polvglottos Vulture, turkey Cathartes aura Vultue, Black Coragvos atratus Pileated woodpecker Drvocopus oileatus Northern flicker Colalltes auratus Flycatcher, great crested Myiarchus crinitus Crow, american Corvus brachvrhvnchos Common grackle Quiscalus ouiscula Bluejay Cvanocitta cristata Carolina wren Thrvothorus ludovicianus Gray catbird Dumetella carolinensis Cardinal Richmondena cardinalis Mammals: Virginia opossum Didelphis virginiana Raccoon Procyonlotor Hispid cotton rat Sigmodon hispidus Nim,.banded armadillo Dasypus novemcinctu Marsh rabbit Sy]vilagus oalustri~ Agenda Item No.7 A February 26, 2008 Page 197 of 214 13881 PLANTATION ROAD,SUITE 11 .- FORT MYERS,FL33912-4339 OFACE 239.27B.3090 FAX 239.278.1906 R TRANSPORTATION TRAFFIC ENGINEERING CONSULTANTS,INC. TRANSPORTA110N PLANNING SIGNAL SYSTEMS/DESIGN . MEMORANDUM TO: Mr. Rohert L. Duane FAST TRACK Hole Montes, Inc. CU-2007-AR-11977 REV: 1 PI'ojeet: 2007010033 Date: 7/9107 DUE: 7/30107 FROM: Robert L. Price, PE SeniOl' Transportation Consultant Ted B. Treesh President DATE: March 14, 2007 RE: Big Corkscrew Fire District Headquarters TR Transportation Consultants, Inc. has completed a trip generation analysis in order to determine the traffic rclated impacts of the Big Corkscrew Fire District Headquarters proposed at the northeast corner of the intersection ofDesDto Boulevard and 22'" Avenue Northeast in the Golden Gate Estates area of Collier County, Florida. Based on a methodology discussion held with Mr. Nick Casalanguida of the Collier County TranspOltation Plarllling Department, the proposed essential service does not require a full Traffic Impact Statement (TIS). In lieu of a full TIS, only a trip generation estimate and Level of Service/Concurrency analysis would be required on Desoto Boulevard in order to determine the impacts of the proposed Big Corkscrew rire District Headquarters. Access to the proposed development is proposed via a full access driveway to Desoto Boulevard and 22"" A venue NE. Primalily all of the development traffic will enler/exit the site via the full access driveway to 22"d A venue NE. The full access driveway to Desoto Boulevard will strictly serve the Fire and EMS trucks as they exit the site. No entering traffic is proposed to Desoto Boulevard as a part of this project. The information contained within the Institute of Transportation Engineer's (lTE) report, titled Trip Gellerorioll, 7th Edition was reviewed in order to determine the tl"ip generation -- of the proposed Fire Distl"ict Headqu8Iters. However, there is no Land Use informatiDn for a development such as the proposed Big Corkscrew Fire DistTict Headquarters. Therefore, trip generation calculations were determined based on information obtained from the Fire Chief, An email attached to the end of this document outlines tbe hOllrs of ._~.- --- Agenda Item No. 7A February 26, 2008 Page 198 of 214 Mr. Robert Duane R TRANSPORTATION Big Corkscrew Fire District Headquarters CONSULTANTS,INC. 3/J 412007 Page 2 operation, nnmber of employees, and the number of emcrgency vehicles that will be housed on the subject site. Based on the descliption of the proposed description of the operations that will exist as a part of this development, a trip generation estimate has been created for the proposed development. The assumptions utilized fO!" peak hour trip gcneration purposes are indicated belDw: . 7 AM - Shift Change for 9 emergency/fire employees (9 enter/gexit) . 8AM - On-site Office Personnel arrive (18 enter) . 8:30AM - Shift Change for 3 emergency/tire employees (3 enter/3 exit) . 5PM - On-site Office Personnel leave (J 8 exit) . 6 emergencylfire vehicles on site could enter/exit at any time In an effort to estimate a "worst case" trip generation scenario, it was assumed that the shift changes and Dftice personnel arrival all occur within the same hour. Additionally, since the majority of the AM peak bour traffic reflects entering vebicles, it was also assumed tbat all six (6) emergency/fire vebicles would entcr the site during that same homo in an effort to create a "worst case" scenario. Likewise, since the majority of the PM peak hour traffic is exiting tramc, the emergency/fire vehicles were assumed to exit tbe site during tbe same bour as tbe exiting office personnel. While it is unlikely tbat this will all occur during tbe same bour on a consistcnt basis, the trip generation estimate wi]] reflect the highest possible penk hour trip generation on the subject site. Jt should also be noted that, for the first several years after the construction of the proposed facility, it will nDt operate at maximum capacity. However, the traffic impacts were performed based on the maximum capacity of the proposcd facility. Table 1 indicates the resultant peak hour trip generation of the pTDposed Big CDrkscrew Fire District Headquarters, Table 1 Trip Generation Big Corl<scl'ew Fire District Headquarters Land Use Weel<dav A.M. Peal, Hour Wcel<dav P.M. Peal, Hour -., In Out Total In Out Total EmergencylFire Personnel Shift Change 12 12 24 0 0 0 (MnximumI2e1l11lIovecs) On-site Office Personncl 18 0 18 0 18 18 1--_: (MllXi1l11l111 18cfllutOYCes) Ell1ergencyIFire Trucks 6 () 6 0 6 6 (Mnximum 6 vehicles) Maximum Possible Trips 36 12 48 0 24 24 The emergency/tire truck traffic was shown during the peak hours in such a manner to indicate the highest possible trip generation on the site. However, these vehicles could potentially exit the site in the AM peak hour or enter the site in the PM peak hour, thus not impacting the peak direction traffiC generated by the proposed development. The Agenda Item No. 7A February 26, 2008 Page 199 of 214 - Mr. Robert Duane R TRANSPORTATION Big Corkscrew Fire Dishictl-Ieudquarters CONSULTANTS,INC. 3/14/2007 Page 3 emergency/fire vehicles operate on un "as-needed" basis whenever calls come in, so there is a chance the emergency/fire vehicles will not even leave the site during the peak hour ofthe adjacent street. Thus, as previously slated, the trip generation indicated within Table 1 indicates the maximum possible trip generation generated as a result of the proposed Big Corkscrew Fire District Headquarters. The Big Corkscrew Fire District Hcadquarters traffic indicated within Table 1 above was distributed to the site access driveways in order to detcrmine the impact the proposed devclopment on the surrounding roadway network. The main site access serving the project will be to 22'" A venue NE along the southern boundary of the site. This access will serve all ofthe employee vehicles. The emergency/fire vehicles will enter the site from this driveway as well in order 10 pull into the garage. However, the emergency/fire vehicles will exit 1he site via a full access to Desoto Boulevard. No entering traffic or passenger car vehicles willutilizc this access to Desoto Boulevard. While it is difficult to project thc distribution as a result ofthe emergency/fire vehicles, a traffic distribution was assumed for the proposed development traffic. Due to the close proximity to Randall Boulevard and Oil Well Road to the north, the following traffic distribution was assumed for the proposed Big Corkscrew Fire District Headquarters: Roadway Link Project Traffic Distribution Desoto Boulevard, N. of Site 65% Desoto Boulevard, S. of22"" Avcnue NE 40% Based on the distribution indicated above, the project related traffic was distributed to the surrounding roadway nctwork. Table lA attached at the end of this document reflects the assignment of the project related trips to Desoto Boulevard. Table I A also indicates the total volume nn Desoto Bonlevard as well as the Concurrency analysis on tbis roadway, The existing total volume was grown by an annual growtb rate of27.76% based on the 2005 Collier County Traffic Count Report. Whilc it is unlikely that Desoto Boulevard will continue to grow by over 25% each year, this high annual growth rate was still utilized as a part of this report. TIle annnal growth rate was applied to the existing traffic on Desoto Boulevard between Goldcn Gate Bonlevard and Oil Well Road for a total offive (5) years. The traffic associated with the proposed Big Corkscrew Fire District !-lead quarters was then added to the 2012 background traffic in order to detcrmine whether sufficient capacity will be available at tbe end of the live (5) year planning period, Based on thc information contained within Table J ^, there will be suffieient capacity on Desoto Boulevard after the addition ofthe h'affic associated with the proposed Big Corkscrew Fire District Headquarters. Therefore, the proposed transient lodging units will not adversely impact the Collier County Roadway Network, so no roadway link improvements are required as a result of the proposed development. -. Should you have any questions concerning this matter, please feel free to contact me. -..--- .-._- ~ ~ . "<( co 7 ~ . i'-O~ It ~ .ON ~ ~ ON_ => ~ Z _0 '" ~ - >- >- , ~ ~ . E~g ~ I Q) >-N - ~ -",Q) ~ ~ II ~ "'::I'" Z ~ "O~'" ~ Z 0 t: ~ m i ".00.. 0 " " ~ ~ . 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N g ~ z . . 0 Oil l~1 I"- " , ! 0 . M ~ Q ~ M n ~ " - , i Oil , ~ 0 '" ~ .~ , u " .. " " ~ ~ ~ ~ 3 ~ ~ ~ w g <i z u; ~ " B , ;, ~ . ~ < ti ~ > 6 I " " Oil Oil ~ ~ " , a ~ . c " ~ 0 z ~ ::J ;; ~ '" ~ Oil U) " , , , ~ ~ " " 3 ~ u . ~ ~ Oil :' " . , => :i vi f. " 0 0 '" ,- I I .. '" '" :il :il 0 ~ ~ L ~ ~ >- "' < . ~ 0 J ~ >" ~ 0 -0 " ~ . f? 0 0 . ~ " Cl Agenda Item No. 7A February 26, 2008 Page 201 Df 214 '. _Price, Robert .... From: Rita Greenberg [rgreenberg@bcifr.com] Sent: Friday, February 23, 2007 10:01 AM To: Price, Robert Subject: RE: Big Corkscrew Fire District - Fire Station #14 Rob The numbers for shift personnel are going to maximums - which i don't anticipate us "filiing" until 2 years after opening. Maximum - 12 (this inciudes fire and EMS personnel, as we plan to co-locate) 9 shift change at 7am and 3 Shift change at 8:30am. All would be moving withing Y. hour of those limos coming or going. For the first 2 years I envision no more than 6 (4 @ 7am and 2 @ 8:30am). On the office sites hours are Monday 1I1rough Friday 8am-5pm. Monthly Board meetings conducted on the second Tuesday of each month will also take place at this iDcation - past 10 years we have had no more than 10 total at these meetings, Meeting starts at 7:30pm. Personnel In the offices again wiii max out in the next 5+ years. Initial start will be 8 personnel and gradually increase as needed up to full capacity of 18 personnel. In regards to apparatus the bay is a 3 bay 2 engine deep design - however we envision a ladder being in that facility which will reduce capacity of 1 bay to a single unit. It is planned currently to have 2 fire apparatus and 1 EMS unit when we open - full capacity will be 3 fire apparatus and a utiiity vehicle and ieaving space for 2 EMS units. If EMS does not utilize the "second" unit, it will probably house an equipment trailer or support vehicle of some type. We plan to use 22nd as the main entrance and exit paint for personal vehicles and as the return point for emergency apparalus. Emergency apparatus will exit onto DeSoto for response. If you have any additional quesllons, please do not hesitate to ask. Thank you for your assistance with this project. "'ita M, Greenberg, Chief Jig Corkscrew Island FIR 239-455-1204 (phone) 239-455-6497 (fax) From: Price, Robert [mallto:rlp@trtrans.net] Sent: Friday, February 23, 20078:47 AM To: Rita Greenberg Subject: Big Corkscrew Fire District - Fire Station #14 Chief Greenberg, I am performing a Traffic Impact Statement for the new Fire Station to be constructed on Desoto Boulovard @22n' Avenue NE. In order to perform traffic estimates for the site, I need some basic information. Couid you please inform me how many employees will be on site at typical times during the day? How many beds are on site? When are shift changes? Do employees typically enter/exit the site within a l1ail 110ur period before and after shift changes? How many fire trucks/emergency vehicles will be housed on the site? I appreciate your assistance with these questions, and I look forward to completing Ihe traffic work necessary to get your new facility approved for construction! Rob Price -.,Robertl. Price, P.E. '2!nlor Transportation Consultant 3113/2007 ----.-.. ~ " III t. Ii 13 Ii" I ""ll'"'''' I " 1 .. + I' ~ s " . .. . .. .. ", , . , ~~ - - - I r"-" .. .. .. -----.. I II I ~ i ~ e" . ---------l " 0 o " .. -- ,- , , 'I '0" . , , '"0 i" I, 'I' QJ >-N I I I I 'I <'. , "'. , ro 2 ro I I I I .". , , . ., , . . , , . '. , '. "1;1' ~ ... . "'" ! ~. .": ('. "..'.j':. . ", ." ~ "'i'" II nil ~ . '. ' 1'" . . '.., .. .c.--' ~ .... '. >". l _I %::> " " . ". I :l % > ,. ',: . .di IW "-% I .. , " :l I I Z 0 '.' .. 1'1" ~ i= . . '., " Ion.. I ,. ", . .. ". 'W , Z -IHM I' .; '. .' .. , ':> 0 . .', . I 0: . ,. , ""\ Z ", ' ':,' ,.1' :;;: . 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' III I I ~._._".._..__,. ~..Jr I ..._..._ Agenda Item No. 7A February 26, 2008 Page 203 of 214 RESOLUTION NO. 08-_ - A RESOLUTION OF TIlE BOARD OF ZONING APPEALS OF COLLIER COUNTY, FLORIDA, PROVIDING FOR TIlE EST ABUSHMENT OF A CONDmONAL USE TO ALLOW A FIRE STATION AND ADMINISTRATION BUILDING IN TIlE ESTATES (E) ZONING DISTRICT PURSUANT TO TIlE COLLIER COUNTY LAND DEVELOPMENT CODE, SECTION 2.01.03.0. I.e., FOR PROPERTY LOCATED ON THE EAST SIDE OF DESOTO BOULEVARD NORTH, OPPOSITE AND NORTH OF 22 AVENUE NE, IN SECTION 28, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. WHEREAS, the Legislature of the State of Florida in Chapter 67-1246, Laws of Florida. and Chapter 125, Florida Statutes, has conferred on Collier County the power to establish, coordinate and enforce zoning and such business regulations as are necessary for the protection of the public; and WHEREAS, the County pursuant thereto has adopted a Land Development Code (Ordinance No. 2004-41, as amended) which includes a Comprehensive Zoning Ordinance establishing regulations for the zoning of particular geographic divisions of the County, among which is the granting of Conditional Uses; and WHEREAS, the Board of Zoning Appeals has held a public bearing after notice as in said regulations made and provided, and has considered the advisability of a Conditional Use for a fire station and administration building in the Estates (E) Zoning District, pursuant to Land Development Code Section 2.0 1.03.G.1.e. on the property hereinafter described, and has found as a matter of fact (Exhibit "A") that satisfactory provision and arrangement have been made concerning all applicable matters required by said regulations and in accordance with Section 1 0.08.00.D of the Land Development Code, as amended; and WHEREAS, all interested parties have been given opportunity to be heard by this Board in a public meeting assembled and the Board having considered all matters presented. NOW, TIlEREFORE, BE IT RESOLVED by the Board of Zoning Appeals of Collier County, Florida, that: Petition CU-2007-AR-11977, filed by Robert L. Duane, AlCP of Hole Montes, Inc., representing Big Corkscrew Island Fire Control Rescue District, an Independent Special District and Political Subdivision of the State of Florida, with respect to the property hereinafter described as: Page 1 of2 -.--- - - _.._~._--. Agenda Item No. 7A February 26, 2008 Page 204 of 214 The South 180 feet of Tract 115, Golden Gate Estates, Unit No. 72, according to the plat thereof recorded in Plat Book 5, Page 8, of the Public Records of Collier County, Florida, and The North 150 feet ofTract 115, Golden Gale Estates, Unit No. 72, according to the plat thereof recorded in Plat Book 5, Page 8, of the Public Records of Collier County, Florida is hereby approved for a Conditional Use pursuant to Section 2.01.03.G.l.e of the Collier County Land Development Code in the Estates (E) ""ning District, for a fire station and administration building in accordance with the Conceptual Site Plan found in Exhibit "B" and subject to the conditions found in Exhibit "e" attached hereto and incorporated by reference herein. BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this Board. This Resolution adopted after motion, second and super-majority vote, this _ day of ,2008. ATfEST: DWIGHT E. BROCK, CLERK BOARD OF ZONING APPEALS COLLIER COUNTY, FLORIDA By: By: , Deputy Clerk TOM HENNING, Chairman Exhibits (attached): A. Findings of Fact B. Conceptual Site Plan, entitled, "Big Corkscrew Island & Rescue District #14," dated lIO?, which is prepared by Hole Montes, Inc. C. Conditions Page 2 of2 -~_.. . Agenda Item No. 7A February 26, 2008 Page 205 of 214 FINDINGS OF FAcr BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDmONAL USE PETITION FOR CU-Z007- AR-11977 The followina facts are found: 1. Section 10.08.00 of the LlI1ld Development CodG authorize8 the conditional use. 2. Granting the conditional IDe will not adversely affect the public interest and will not adversely affect other property or uses in the SlU1lll diltrict or nciihborhood because of: A. CoIlJistcncy with the Land Development Code and Growth Management Plan: Yes / No - B. In&rcss and egress to property IInd proposed structures tbcrcon with particular reference to automotive and pedestrian safety lI1ld convenience. traffic flow IInd control, and access in case of fire or catastrophe: Adequate ingress & egress Yes / No - C. Affects neiihboring properties in ro1ation to noise. glare, economic or odor effects; _ No affect or VAffect mitigated by ~ u-,\ ~~~...~ _ Affect cannot be mitiptcd J D. Compatibility with adjacent properties and other property in the district; Compatible use within district YesL No_~..qC'J O\t'\.. ~Ih^..,~ Based on the above findings, this conditional use should, with stipu1Ations, (copy attached) ,....... "'" bo -""'" '" _wi <>00>. ,4 DATE: 1l"~-ff7 CHAIRMAN:M ~ .., EXHIBIT A ..'^--,,---.-.-.--. ----~----~.- I ~- Agenda Item No. 7A February 26, 2008 Page 206 of 214 FINDING OFFACf BY COLLmR COUNTY PLANNING COMMiSSION FOR A CONDITIONAL USE PETITION FOR CU.2007. AR-ll!177 The followina facta 8I~ found: i \. Section 10.08.00 of the Land Development Code authorizes the conditional use. 2. Oraming the conditional use will not adversely afflict tho public interest BI1d will not adversely affect othc:r property or uses in tho same district or neighborhood becauso ot. A. Cons~ ~ DeveloJll1letl.t Code and Growth Manqenumt Plan: Yes_ No_ . B. Ingress and egress to proPertY and proposed ~ thereon with particular reference to automotive and pedestrian afety and convenience, traffic flow and control, and access in case of fire or catastrophe: Adequate ingress ~ess Yes~ No_ C. A;?:octa Dei boring. properties. in relation to noise, glllIC, economic or odor effects: .' . . . . . . . '. _ No affect or ~ Affect !Ilitipted by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the district: Compatible uso wi~trict YcsLNO_ Based on the above findings, this conditional use should, with stipulations. (copy attached) (should not) be recommended for approval <text>. . DATB,//-/f~(J7 ~~ EXHIBIT A I .-- Agenda Item No. 7A February 26, 2008 Page 207 of 214 - FINDING OF FACf BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU.Z007- AR-11977 The followina facts ~ found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use. 2. Oranting the conditional use will not adversely affect the public interest and will not advencly affect other property or uses in the same district or neiiibborhood because of: A. Consistency with the Land Development Code and Growth M.lJnaKement Plan: Y~t2 No - B. Ingress aod egress to proPerty and proposed structures thereon with particular reference to automotive and pedes1rian safety and conveniClIlCe, traffic flow and control, and llCCess in cue of fire or catastrophe: Adequate inaress &. earess Yes!L Nb - C. Affects neighboring properties in relation to noise, Klare, economic or odor effects: r!l No affect or ~ Affect mitiglltcd by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the district: Compatible use within district Yes~ No_ Based on the above fmdings, this conditional use should, wi (should not) 1>> recommended for approval <text>. DATB:~IOb MEMBER: -- EXHIBIT A . ----,---,-_.... .-- .....~-~.~_.;,..- -"_-._--'-,_..., ---- -- ...- Agenda Item No. 7A February 26, 2008 Page 208 of 214 FINDING OF FAcr BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDITIONAL USE PETITION FOR CU-2007- AR-1l977 The followini facts are found: 1. Section 10.08.00 of the Land Development Code authorizes the conditiolll1 uae. 2. Onmtina the conditional use will not adversely affect the public inteleSt and will not advenely affect other property or uses in the same diatrict or neighborhood because of: A. . Consistency with the Land Development Code and Growth Management Plan: .~ Yes. 0_ B. Ingreas and elP"Css to property and proposed structures thereon with particular reference to iUtomotivc and pedestrian safety and convenience, traffic flow llIld control, and access in cue offire or catastrophe: Adequate ingress & egress Yes~ No_ C. Affects J:1eiihboring properties in relation to noise~ glare, economic Of odor ~ N affect or' ~ Affect mitigated by _ Affect ClIMOt be mitigated D. Compatibility with adjacent properties and other property in the diatrlct: Compatible use within district Yes~ No_ Bued on the above findings, thiJ conditiolll1 use should, with stipula' lIS, ( (should not) be recommended for approval <text>. DATE: ,I {/1101 MEMB . EXHIBIT A Agenda Item No. 7A February 26, 2008 Page 209 of 214 ~. FINDING OF FAcr BY COLLIER COUNTY PLANNING COMMISsION FOR ACONDTInONALUSEPETnlON FOR CU-2.007- AR-1l977 The following facts ~ found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use. 4, Ormrtin& the conditional use will not advmely affect the public interest and will not adversely affect other property or use8 in the same district or neighborhood because of: Conaistency 1 the Land DeveloJX11ent Code and Growth Manaaement Pl!l1l: A. Yes_ No_ . B, Ingress IUld egress to proPertY IUld proposed structurCs thereon with particular reference to automotive and pedestrian safety and convemlll1ce, tnlffic flow .mromro'fm_'f6m~- Adequate ingre . & egress . . Yes Nb .' C. f "'''borino _m.-........ --- ~od<< _ No affect or ~ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the district: Compatible USfthin district Yes_ No_ Based on the above findings, this conditional \ISO shoul 'th stipulations, (copy atta.ohed) (should not) be recommended for approval <text>. DATB: " Ii 0 . MEMB EXHIBIT A . ..~~. ,,-.._,.-~ '-,..,,-.- .- Agenda Item No. 7A February 26, 2008 Page 210 of 214 FINDING OF FACf BY COLLIER COUNTY PLANNING COMMISSION FOR A cONDr-nONALUSEPETnnON FOR CU-2007- AR-11977 The following facts arc found: l. Section 10.08.00 of the Land Development Code authorizes the conditional use. 2. Granting the conditional use will not adversely affect the public interest and will not adversely affect other property or uses in the same district or neiihborbood bocausc of: A. Consistency with the Land Development Code and Growth MlMgcment Pion: Yes ~NO - B. Ingress and egress to property and proposed struc~ thcroon with particular reference to IlUtomotive and pedestrian safety and convenience, traffic flow and control, and access in case of fll'e or catutrophe: Adoquatc ingress & egress Ycs'd No_ c. Affects neighboring propertiesin relation to noise, glare, economic or odor effects: _ No affect or _ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the dis1rict: Compatible use within district yes-0o_ Based on the above findings, this conditional use should, with stipulations, (copy attached) (should not) be recommended for approval <tcx1>. ~ DATE: It I I J 41 6l MEMB~ .~ ~ EXHIBIT A Agenda Item No.7 A February 26, 2008 Page 211 of 214 ",-" FINDING OF FACT BY COLLIER COUNTY PLANNING COMMISSION FOR A CONDmONAL USE PElTnON FOR CU-Z007- AR.11977 The following facts III~ found: 1. Section 10.08.00 of the Land Development Code authorizes the conditional use. 2. Granting the conditional use will not .,aversely affect the public intetest and will not adversely affect other property or usel ill the same district or neighborhood becauac of: A. . Conaistcncy with the Land Development Code and Growth Mana&cmcnt Plan: Yea ./ No - - B. Ingress and egrea to property and proposed stru.etures thereon with particular reference to automotive and pedestrian safety and conv=lience. traffic flow and control, and =SI in case of fire or catastrophe: Adequate inaress & e~eSs . Yea' V No - C. Affects lleighboring properties. in relation to noise~ g\are, economic or odor effects: I No affect or' ~ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with adjacent properties and other property in the dlstric:t: Compatible use within district Yes ~ No - Based on the above flndinss. this conditional use should, with stIpulatiOl1l, (copy attached) (should not) be reco=endcd for approval <tcxt>. DATE: /J11~/tJ7 MEMBER: Nh1I'lA.. ~.u(~ , I -_. EXHIBIT A .-" -- .-.. Agenda Item NO.7 A February 26, 2008 Page 212 of 214 FINDING OF FACf BY COLLmRCOUNTYPLA~GCO~~ON FOR A <;ONDITIONAL USE PETITION FOR CU-2007- AR.11977 The following facts l1I'~ found: 1. Section 10.08.00 of tho Land Development Code lU1tborizea tho conditional use. 2. Granting tha conditional U!Ie will not Bdvenery affect tho public interest and will not advcne1y affect other property or uses ill the same district or neighborhood beca.usa of: A. Consistency with the Land Development Code and Growth M:anqemcnt Plan: Yes V No - B. Ingress and egress to property and proposed ~ thereon with particular reference to automotive and pedes1rian safety and convenience, !l:aflic flow and control, and access in ca.se of fuc or catastrophe: Adoquatc ingress & cgress Yes V NO_ C. Affec~ neighboring properties in relation to noise, glare. economic or odor effects: V No affect or ~ Affect mitigated by _ Affect cannot be mitigated D. Compatibility with !ldjacent properties and other property in tho district: Compatible usa within district YC3 V No - Based on the above findings, this conditional use should, with stipulations, (copy a1tached) . (should not) be recommended for approval <text>. DATE:: I/~/.Y-~ 7 MEMBER: ./~ ~ EXHIBIT A .^'.-.-..--.....---.,.-...., Agenda Item No. 7A February 26, 2008 - - f214 --- I " " ,.'- I ; i ~ ilil~ - .------ I' .~ ]1. k l~il ~Dl]~11 tit: : , · .. II :r I ~I ~ II' I~ I .. ,I" II ~ H i i I ~!;H :ii w L t r.d1irl II : Hi"! 1.~I!kH () ::I I z~ . 1111, ,w I ~. f ~ P-'11 I ! f. ~J . III ,pi 11ft 1 J~ "II all .lD N,! . t: .1 ~ all ..1 .J II s: CJ I -I ~ I I I Pi ... 5 · ~n' , i ! ~ !I .' J' ;.~,. ~. I , .. c as ~ I '''' II . i In II .;i . i . " . '.' - ,..-. '.. . ~ " ....1.~ I ..!i II R t t '. .. ~ . .. t r . .1 !!!!! !!!! !!!! ! I ~.; .~ ;' .f I!!!!!!!!!!!!! l! n~ II f h~ l'dIJ11hi, ; : i J III 1111 If -=0, f! ~ -------~-- - -~- - ---- ~ :.-.-.-.-.-.---.--.-.----.--:.-:~.-.-.-.-.-:.-;:.-: I ~ -.....------.....,~---- _______oIL..________________ _ -'. .'. I . .-'- -n~^c"'-~~~':.._-----+~--! hI il I ~,' (.J I . . 1"''''11 . . IIIl1NOZ . . . '-"- ----- ,....."--- Agenda Item NO.7 A February 26,2008 Page 214 of 214 CONDITIONS FOR APPROVAL FOR CU-2007-AR-1l977 1. The Conditional Use is limited to what is shown on the Master Site Plan, identified as "Conditional Use Master Site Plan," prepared by Hole Montes, Inc., dated January, 2007. The site plan noted is conceptual in nature for conditional use approval. The final design must be in compliance with all applicable federal, state and county laws and regulations. The Department of Zoning and Land Development Review Director may approve minor changes in the location, siting, or height of buildings, structures, and improvements authorized by this conditional use, so long as these minor changes remain consistent with all applicable development standards. 2. Expansion of the uses identified and approved within this conditional use approval, or major changes to the approved plan, shall require the submittal of a new conditional use application, and shall comply with all applicable County ordinances in effect at the time of submittal, including Chapter 10.02.03, Site Development Plan (SDP) review and approval, of the Collier County Land Development Code, Ordinance 04-41, as amended. 3. If a streetlight or an area light is required, it shall be of the type specified to protect neighboring properties from direct glare. Area lighting shall be shielded such that direct rays do not pass property lines. Low-pressure sodium lamps are encouraged while halogen type lights are discouraged. a. Where required, the street lamp shall be of the high pressure sodium type and have a "cobra head with flat bottom" style or be fully shielded so that light is directed only downward. Street lamps shall be mounted on a wood pole at a height and wattage recommended by the appropriate electric utility and as appropriate for a rural area. b. Parking lot lamps shall be low-pressure sodium type lamps and shall be mounted so that they point downward without direct rays extending past the parking lot, building entrance, walkway, or other area intended to be illuminated. 4. Along Desoto Boulevard and 22nd Avenue N.E., 30 feet of right-of-way shall be dedicated to Collier County, at no cost, in exchange for relieving the Big Corkscrew Fire District of turn lane requirements along Desoto Boulevard and 22nd Avenue N.E. EXHIBIT C G: Current! Gundlach/ Conditional Uses/ Big Corkscrew Fire Admin. Bldg. /Exhibit C Conditions 1-28-08 ---".-..- -'---'~.' .>>".. _....._.--,..~^_..