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Agenda 01/10/2012 Item #16A 71/10/2012 Item 16.A.7. EXECUTIVE SUMMARY Recommendation to approve an Easement Agreement with The Country Club of Naples and an Easement Agreement with Royal Poinciana Golf Club for the conveyance to Collier County of two Drainage, Access and Maintenance Easements necessary to complete maintenance work within the Gordon River Extension to prevent upstream flooding. Fiscal Impact: $46,164.50. Project No. 60117. OBJECTIVE: To acquire a Drainage Easement from The Country Club of Naples and a Drainage Easement from Royal Poinciana Golf Club in order to complete maintenance work within a short section of the Gordon River Extension to correct a surface water flow restriction. CONSIDERATIONS: Maintenance work is necessary on a section of the Gordon River Extension between Golden Gate Parkway and Pine Ridge Road. Approximately 1,500 feet of the man -made portion of the river's northerly extension needs to be reconstructed to remove a restriction to surface water flow. The portion of the river requiring maintenance is located along the west side of the Royal Poinciana Golf Course between the northern boundary of The Estuary portion of the Grey Oaks PUD and the southwest corner of the Forrest Lakes development. The proposed work will deepen and widen the section to match the adjacent upstream and downstream sections. This work is necessary to reduce the potential for unacceptable high water surface levels in upstream sections of the Gordon River Extension. The Gordon River Extension is the main outfall for the Gordon River Extension drainage basin which includes dependent upstream areas such as Forrest Lakes and the County Club of Naples on the south side of Pine Ridge Road, as well as the Pine Ridge and Trade Center Way Industrial Parks, Autumn Woods, Mill Run and Stone Gate in the Crossings development north of Pine Ridge Road. The work is scheduled to be completed prior to the 2012 rainy season. The easement from Country Club of Naples, containing 0.32 acres, is being donated under the following terms and conditions: (1) that access on the property is limited only the term of the maintenance project; (2) No heavy equipment or machinery may be parked or stored within the easement during the course of the project; (3) the majority of the maintenance work, and the channel itself, will be located on the Royal Poinciana lands to the east; (4) no pennanent structures shall be placed with the easement area; (5) The County is responsible for replacing any vegetative screening which is lost as a result of the project; and (6) any and all future maintenance within the easement area by the County will require the subsequent permission of the grantor. The Country Club of Naples acknowledges only that the west bank of the re- shaped canal will be located within the Drainage Easement area being granted to the County. The easement from Royal Poinciana Golf Club, containing 3.43 acres, is being purchased at its market value of $46,000 and carries with it all of the rights traditionally transferred to the grantee with the conveyance of a Drainage Easement. The appraisal is attached. It is within this easement that virtually all of the work will occur. Packet Page -718- 1/10/2012 Item 16.A.7. FISCAL IMPACT: Because the conveyance of the Drainage Easement from Royal Poinciana results in a loss of most of the beneficial use and enjoyment of the easement area, and yet not all of the rights in real property are being transferred, the appraiser estimates that the appropriate compensation for the easement is 95% of the assessed / market value of the property being encumbered. $14,086 per acre multiplied timed 3.43 acres equals $48,314.98, multiplied times 95% equals $45,899.23 (rounded to say $46,000). Recording fees for both easements will total $164.50. Funding is available in the Stormwater capital Fund 325. GROWTH MANAGEMENT IMPACT: Acquiring the easements and removing the flow restriction is consistent with the goals, objectives and policies of the drainage sub - element of the Growth Management Plan. LEGAL CONSIDERATIONS: This item is legally sufficient for Board action, and requires a majority vote for Board approval. -JW RECOMMENDATION: That the Board of County Commissioners of Collier County, Florida: 1) Approve the attached Agreements, and authorize its Chairman to execute same on behalf of the Board; 2) Authorize payment to Royal Poinciana Golf Club in the amount of $46,000 for conveyance of the required Drainage Easement. 3) Accept the easement conveyances and authorize the County Manager or his designee to close the real estate transaction and to record same in the public records; 4) Authorize any and all budget amendments, which may be required to carry out the collective will of the Board. Prepared By: Kevin Hendricks, Right -of -Way Acquisition Manager, and Gerald Kurtz, P.E., Principal Project Manager Attachments: (1) Easement Agreement (Country Club of Naples); (2) Easement Agreement (Royal Poinciana) (3) Easement Instrument with legal description (Country Club of Naples); (4) Easement Instrument with legal description (Royal Poinciana) (5) Gordon River Extension Easement Exhibit; (6) Gordon River Extension Modeling Report; and (7) Real Estate Appraisal Packet Page -719- COLLIER COUNTY Board of County Commissioners Item Number: 16.A.7. 1/10/2012 Item 16.A.7. Item Summary: Recommendation to approve an Easement Agreement with The Country Club of Naples and an Easement Agreement with Royal Poinciana Golf Club for the conveyance to Collier County of two Drainage, Access and Maintenance Easements necessary to complete maintenance work within the Gordon River Extension to prevent upstream flooding. Fiscal Impact: $46,164.50. Project No. 60117. Meeting Date: 12/13/2011 Prepared By Name: HendricksKevin Title: Manager - Right of Way,Transportation Engineering 11/9/2011 10:01:39 AM Submitted by Title: Manager - Right of Way,Transportation Engineering Name: HendricksKevin 11/9/2011 10:01:40 AM Approved By Name: PutaansuuGary Title: Project Manager, Principal,Transportation Engineer Date: 11/9/2011 11:23:02 AM Name: KurtzGerald Title: Project Manager, Principal,Transportation Engineer Date: 11 /16/2011 12:06:10 PM Name: BetancurNatali Title: Executive Secretary,Transportation Engineering & C Date: 11/16/20113:52:25 PM Name: NauthRookmin Title: Management/Budget Analyst,Transportation Administr Packet Page -720- Date: 11/17/2011 11:03:40 AM Name: BetancurNatali Title: Executive Secretary,Transportation Engineering & C Date: 11/18/20114:23:19 PM Name: NauthRookmin Title: Management/Budget Analyst,Transportation Administr Date: 11/21/2011 8:21:34 AM Name: FederNorman Title: Administrator - Growth Management Div,Transportati Date: 11/21/2011 10:25:35 AM Name: CasalanguidaNick Title: Deputy Administrator - GMD,Business Management & Budget Office Date: 11/21/2011 12:50:40 PM Name: WrightJeff Title: Assistant County Attorney,County Attorney Date: 11/22/2011 2:14:06 PM Name: KlatzkowJeff Title: County Attorney, Date: 11/22/20114:25:34 PM Name: UsherSusan Title: Management/Budget Analyst, Senior,Office of Manage Date: 1 l /28/2011 5:32:10 PM Name: OchsLeo Title: County Manager Date: 11/29/20114:26:58 PM Packet Page -721- 1/10/2012 Item 16.A.7. 1/10/2012 Item 16.A.7. Growth Management Division VALUATION MEMORANDUM DATE: October 28, 2011 TO: Kevin Hendricks, Right -of -Way Manager FROM: Harry Henderson, SRA, Review Appraiser RE: Royal Poinciana Drainage Easement Land Valuation PURPOSE AND INTENDED USE OF THE APPRAISAL: This estimate of value is meant only for intra- agency use. It is not intended to be used by or relied upon by others outside Collier County government; nor is it to be considered by the recipient as a self - contained value estimate. The purpose of this memorandum is to quantify hypothetical reasonable compensation via transfer of land rights related to stormwater drainage improvements being implemented by Collier County across a portion of privately owned lands. This Valuation Memorandurn must be considered a "limited appraisal" communicated to the reader in a "restricted appraisal report" format in accordance with the Uniform Standards of Professional Appraisal Practice (USPAP). Its purpose is to set forth the support, reasoning and findings of fact upon which the estimate of the value of the subject property is based. Due to the nature of the client and intended user of this report, regional economic and demographic data have been omitted for the sake of brevity. In response to this Request for Land Rights Valuation, I have conducted research on available data concerning the subject and offer the following information: DESCRIPTION OF THE SUBJECT REAL PROPERTY: The subject property parent tract consists of the Royal Poinciana Golf Course lands located east of Goodlette -Frank Road (just east of the Hole -in- the -Wall Golf Club and the Country Club of Naples) and borth north and south of Royal Poinciana Drive. These lands are improved with a golf course utilized by the Royal Poinciana Golf Club. The Royal Poinciana Golf Club is a long established member -owned and operated facility. The golf course and club facilities cover a gross land area of just over 320 acres. The property is zoned GC (Golf Course). TAX ASSESSMENT: The subject parent tract lands are currently assessed at $4,508,846 which equates to a unit price ($ /acre) of $14,086 /acre. This relatively low unit price reflects the land economics of golf course properties (land intensive by nature) with relatively low per acre economic yields. Packet Page -722- 1/10/2012 Item 16.A.7. Valuation Memorandum Page 2 EFFECTIVE DATE OF APPRAISAL AND DATE OF REPORT: The effective date of this valuation is October 28, 2011. HIGHEST AND BEST USE OF THE SUBJECT REAL ESTATE: Evaluating, and then arriving at conclusions as to the highest and best use of a particular piece of property, is a critical activity which must take place early on in the appraisal process. This is because the appraiser's opinion as to the subject's highest and best use will significantly influence the data collection process. One definition of highest and best use (and perhaps the one most often quoted) is: "The reasonably probable and legal use of vacant land or an improved property which is physically possible, appropriately supported, financially feasible, and that results in the highest value" (The Appraisal of Real Estate, ninth edition, published by The Appraisal Institute). It is often said that highest and best use analysis is the foundation of the valuation process. During the highest and best use analysis, the appraiser first considers those uses which are reasonably probable and legal and which would yield the highest value. For each such contemplated use of the property, the appraiser must then systematically ask: (1) Is the contemplated use physically possible? (2) Is the contemplated use financially feasible? and (3) Is there appropriate support for the theorized usage of the property? In the final analysis, however, an estimate of highest and best use is not completely empirical. Like the correlation of data and final estimate of a property's value, it is based, in part, on the appraiser's judgment. Collier County has adopted the Comprehensive Plan's Future Land Use Element (FLUE) as an integral part of the County's overall Growth Management Plan (GMP). One of the primary functions of the FLUE is to isolate intensive land uses to specific geographic locations within the County, and to limit densities in the remaining areas of the County. In areas where most of the development has occurred since the adoption of the first FLUE / GMP, the first possible uses one might normally consider for vacant properties would be those uses suggested by neighboring properties which have already been developed and which share the same quality of zoning and access. In areas where most of the real estate development occurred prior to the adoption of the first FLUE / GMP, however, one could be misled in thinking the possibilities for development are indicated by the existing uses. Based upon a review of the relevant data, and in consideration of the uses available to the subject, it is my opinion that the highest and best use of the subject property is for continuation of the current Golf Course usage with possible long -term future use of residential development. VALUATION ANALYSIS: Given a Highest and Best use conclusion of continuation of the subject lands current golf course usage (with possible long term conversion toward residential development) a reasonable valuation approach would be to examine recent sales of similarly situated Golf Course properties. A search for usable sales of this kind over the past four years revealed none. Similarly, there have been very few sales of large vacant land tracts targeted for residential development over the past Packet Page -723- 1110/2012 Item 16.A.7. Valuation Memorandum Page 3 several years (a function of the depressed market for this type development since 2006). Moreover, the use of residential development tract sales in direct comparison with the subject property is difficult given the subject's current viable golf course utility; the use of such sales would dramatically overstate the actual current value of the subject lands. As such, it is not unreasonable to value the subject lands based upon their assessed value, i.e., the price - per -acre upon which they are being taxed. These assessments are generated by mass appraisal techniques which take in all property categories. Unreasonably high or low assessments are typically ferreted -out over time and the tax appeal process; the resulting normalized assessment levels are therefore accepted as proportionally accurate for most properties. Furthermore, notions of fair treatment suggest that a government which levies a tax tied to market -based real estate values should be willing to compensate the same property owner using the same metrics on which this taxing is based. There being no better direct market data available to apply against the subject lands for this valuation exercise, the subject's current land assessment unit price ($14,000 /acre rounded) is utilized in this analysis. EASEMENT VALUATION: The drainage easement area relating to the Royal Poinciana lands are approximately 3.43 acres. The shape of the easement area is generally elongated but widely varying in width, and essentially follows the contour of existing/natural drainage patterns in the area. The designed easement area and improvements will have no discernable impact on the playability of the greater golf course (lying outside of the easement area) or its function. The proposed drainage improvements will, however, preclude this area from normal golf play (the entire easement area will be "out -of- bounds" as the term applies to course rules). This encumbrance to the easement area (in light of its golf course usage) is judged to be 95% of the underlying fee interest. The eminent domain -type compensation calculation relating to the acquisition of this -type easement would be as follows: $14, 086 /acre underlying land value x 95% encumbrance factor x 3.43 acre easement land area = $46,000 (rounded). FAIR COMPENSATION CONCLUSION: $46,000 RESTRICTIONS ON THE USE OF AND RELIANCE ON THE SUBJECT REPORT: As previously stated, this memorandum must be considered a "restricted valuation" under the provisions of USPAP, 2010 edition. As the title of this memorandum implies, this estimate of value is meant only for intra- agency use. It is not intended to be used or relied upon by others outside Collier County government, nor is it to be considered by the client and/or recipient as a self - contained appraisal. Packet Page -724- 1/10/2012 Item 16.A.7. CERTIFICATE OF APPRAISAL I hereby certify that, to the best of my knowledge and belief, .. . The statements of fact contained in this report are true and correct. The reported analysis, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. My compensation (neither salary nor bonus) is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of my employer, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. My analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. Acceptance and utilization of this appraisal report, or any portion thereof, constitutes acknowledgment and acceptance of all the General Assumptions and Special Conditions contained herein. I have made an inspection of the property which is the subject of this report via aerial photography. Unless specifically mentioned in the body of the report, and only to the extent mentioned, no one other than the undersigned contributed any significant assistance in developing the analyses, assumptions and conclusions contained in this report. Harry Henderson Review Appraiser Collier County, Florida Packet Page -725- 1/10/2012 Item 16.A.7. Gordon River Extension Hydraulic Modeling Summary of the Gordon River Maintenance Improvements Prepared for the Royal Poinciana Golf Club March 2010 Packet Page -726- 1/10/2012 Item 16.A.7. Introduction The Royal Poinciana Golf Club retained the consulting engineering services of Agnoli, Barber and Brundage to assess the hydraulic benefit of channel improvements to the Gordon River Extension and flood impacts on the recently improved golf course. A majority of the river is contained within the Royal Poinciana Golf Club (RPGC) property. Over time, silt deposits from upstream have caused a reduction of available flow to the river at lower elevations. During significant storm events, these deposits and other channel restrictions cause higher water levels along the upstream (offsite) riverbanks. Improvements are proposed for specific areas of the river which will increase the upstream flood protection offered by the conveyance. The current improvements consist of dredging approximately 1,200 feet of the river north of the Royal Poinciana Drive bridge crossing. The graphic below shows the RPGC property and the Gordon River Extension running from the Pine Ridge Industrial Park southward to the Gordon River. 2 Packet Page -727- 1/10/2012 Item 16.A.7. 3 Packet Page -728- 1/10/2012 Item 16.A.7. Hydraulic Modeling Software Two computer models were created to estimate the differences in water surface elevations of the two scenarios: Existing Conditions Model and Proposed Improvements Model. The U.S. Army Corps of Engineers developed the software used in the analysis. The 2008 version of HEC -RAS (Hydrologic Engineering Center River Analysis System) software was used for the modeling simulations. This program allows the user to enter coordinates to define the water body in the form of an alignment. This alignment represents the flow path of the conveyance, which in this case runs in a north to south direction. Surveyed cross sections of the river's bottom and top of bank elevations were imported into the alignment to define its flow area. River stationing is used along the alignment to delineate the distances between cross sections and to define the overall channel length. The model also allows the input of pipes, culverts, weirs and bridges within the channel to simulate typical conveyances and structures. Boundary conditions are used to define a known water surface elevation at the upstream or downstream limits of the model. Rating curves are also used to define stage /discharge relationships. Based on the aforementioned data, flowrates are then entered which allows the determination of the resulting water surface elevation at any point along the channel alignment. Profile plots can be generated to graphically show the water surface along the channel and areas where headlosses occur through restrictions or culverts, etc. This information can be used to recommend hydraulic improvements which will minimize headlosses and lower water surface elevations. Existing Conditions HEGRAS Model Alignment and River Stationing The station numbers are based on the distance upstream of Station 0 and are expressed in linear feet. The graphic below shows the modeling alignment and stationing from Station 0 at the amil gates and ascend northward to the northwest corner of RPGC property. The cross sections in the vicinity of the Gray Oaks development range from Station 503 to Station 3371. Station 3550 marks the southern end of the cross sectional data obtained by ABB, which is at the southern end of the RPGC. The stations continue north adjacent to the Cypress Course to Station 8616 which represents the bridge at Royal Poinciana Drive. From there, the stations continue another 1,868 feet adjacent to the Pines Course to the RPGC property corner and the end of the field located survey data. 2 Packet Page -729- 1/10/2012 Item 16.A.7. Packet Page -730- 1/10/2012 Item 16.A.7. Boundary Conditions Approximately two miles of the river were modeled for this analysis starting at the northwest corner of the RPGC and running south to the amil gates located just south of Golden Gate Parkway. The graphic below shows the extents of the modeling limits. Legend Roya - Gord MC Li—& AM b... ry .AGNOI l Hydraulic Modeling Limits - Existing Conditions �N r° BARBER & --vv✓ r.BRUNDAGE. INC. "._. .._... .• ".,�, —. az o.i o 5 0.2 rases enkao.a C +m..n. Ttmn -n A Lti.u.nv+ on Packet Page -731- 1/10/2012 Item 16.A.7. The two amil gates are shown below and are operated and maintained by the Big Cypress Basin of the South Florida Water Management District ( SFWMD). The gates function on the principal of maintaining the upstream water level by automatically opening when upstream runoff causes additional flow to discharge toward the gates. Ballast tanks are used along with floats attached to the upstream face of the gates to control the amount the gates open. Their calculated stage /discharge relationship represents the downstream boundary condition used in the model. The waters immediately downstream of the gates are tidal and influenced by levels in Naples Bay and the Gulf of Mexico. According to water level stage recorders and SFWMD staff, the highest tide elevation recorded at the tidal side of the gates is 3.5' NGVD. When the surface water elevation upstream of the gates is also at elevation 3.5', there is zero head (elevation) differential so no discharge occurs through the gates. However, when additional upstream runoff is discharged to the gates, the resulting head difference causes the gates to open and allows the flow to pass downstream. To model the discharge through the river conservatively, both models assume that the high tide condition exists downstream of the gates which results in higher upstream elevations. Lower upstream elevations would occur during a lower tidal condition downstream of the gates. Looking southwest at anvil gates located in the Gordon River south of Golden Gate Pkwy. 7 Packet Page -732- 1/10/2012 Item 16.A.7. Cross Sections To define the river's topographical characteristics, Agnoli, Barber & Brundage obtained cross sectional survey data in the areas adjacent to RPGC. However, these sections did not define the remaining parts of the river south of the RPGC property to the amil gates. For that data, the 2001 Gordon River Extension Basin Study and associated hydraulic model by WilsonMiller were referenced. That report was prepared for the Collier County Stormwater Manangement Department to study the basin's existing conditions and determine if improvements were necessary to the basin's stormwater management system. Some of those sections were reduced in width to account for the Gray Oaks development adjacent to the river that was constructed after that hydraulic model was created. The uppermost section at Station 10484.16 (the RPGC property line) is shown below. The view is looking downstream with the RPGC on the left side. File Options Help River: 'C,oraon Rtver �� + " Reload Data ... Reach: Reach ► River Star: 10484.16 J 41 1 Gordon River Ext. Plan: Gordon River Ext 3{27/2010 Station (ft) .................. Packet Page -733- L 10------ 77-1�7- Ar--- - - - - -- r k- - - -- --- - - - - -- -..- o _ .7 � .. ��,. °� . `at:M 7 - W 4 30 40 SD 60 70 80 Station (ft) .................. Packet Page -733- L 1/10/2012 Item 16.A.7. Bridge and Culverts The model includes the Royal Poinciana bridge crossing at Station 8616 and the culverts under Golden Gate Parkway at Station 165. Flow Rates and Results Six flow rates — 100 cfs, 200 cfs, 300 cfs, 400 cfs, 500 cfs, and 600 cfs were entered to simulate various upstream runoff rates discharging through the Gordon River to Naples Bay. The resulting upstream stages at the north end of the model ranged from elevation 7.50' at 100 cfs to 10.76' at 600 cfs. The pictures below display the current restrictions along the river from the northwest corner of RPGC south to the bridge at Royal Poinciana Drive. Looking north along the Gordon River Extension near the northwest corner of RPGC. 6 Packet Page -734- - � -;" rte. , •� y,. � �"' fir} - � � .��'L� js�• � .. �� v c N t-�'� ..�.� W..�.,^-^'^.'-` - a.,e..•,., '�R`�T �� . -c,r i ' �� bn�,�" lei . T L k > # 711 s n - ,�Q � ii ..dA«. tiy"• i t 1/10/2012 Item 16.A.7. Looking south along the River approximately 500' north of the Royal Poinciana bridge. Proposed Improvements IIEGRAS Model Cross Sections The Proposed Improvements Model is identical to the Existing Conditions model except for cross sections that were modified north of the bridge. These sections were modified to represent the proposed dredging activities. The areas of the proposed improvements range from station 10484.16 to station 9320.97. The proposed typical section widens the existing bottom to 35' wide at elevation 0.0' NGVD with 3:1 sideslopes up to the natural grade /top of bank. Minimal disturbance will occur to the western top of bank of the RPGC property as the river widening primarily occurs westward onto the adjoining property. A drainage easement will be obtained from adjacent property owners to permit the river expansion in these areas. In some cases, the river bottom cannot be widened to 35' because the resulting slope areas up to the proposed top of bank would exceed the proposed 15' easement limits. Upstream station 10484.16 with the proposed 35' bottom width is shown below. RPGC is again on the left side. 11 Packet Page -736- 1/10/2012 Item 16.A.7. fie Options Help River. -D J 0 f t41 Reload Data Reach" lReiach j , River Ste-: 10484.16 -2:j J Gordon River Proposed Plan: Gordon River Proposed 313012010 RS = 10484.16 O W 20 40 60 Station (fl) 80 times ` WiMs cG.. a X'a afl -g n1 f. 1 f �F Flow Rates and Results The same flow rates from the existing conditions model were used for the proposed simulation. The resulting upstream stages at the north end of the model ranged from elevation 5.36' at 100 cfs to 9.41' at 600 cfs. The table below shows the water surface elevations at the upstream station of the models for the varying flowrates. River Station 10484.16 Flow Rate (cfs) Existing Conditions Stage (ft) Proposed Improvements Stage (ft) 100 7.50 5.36 200 8.57 6.59 300 9.29 7.49 400 9.85 8.23 500 10.33 8.85 600 10.76 9.41 12 Packet Page -737- FM 1/10/2012 Item 16.A.7. A comparison of the models indicates that lower stages occur upstream where the improvements are proposed. The model shows that the downstream stages are not affected by upstream improvements. The South Florida Water Management District recently approved an Environmental Resource Permit for the Pines Course Front Nine Improvements. These improvements consist of increasing the surface area of two onsite lakes and replacing existing storm drainage pipes and structures. The proposed design high water elevation of the 25 -yr storm event is 8.25' NGVD. In most areas, the elevated cart path will serve as the containment berm for this storm and where necessary, berms will be created up to that elevation to provide the required attenuation within the site. Since the RPGC will be containing its runoff onsite up to that elevation instead of discharging to the river, it will be increasing the flood protection within the Gordon River Basin. The image below shows the proposed areas of improvement within the River. 13 Packet Page -738- w A � j ry4M1 s a 4 :) ° e •. r- ..,... a .. i ! � # u. � 43 Na i 4; t , , r t n t r �4 Hghwa qec 1/10/2012 Item 16.A.7. Gordon River Extension Existing Conditions HEC -RAS Model 11 Packet Page -740- 1/10/2012 Item 16.A.7. q'L,z liffilif" -R :ate R MM■ Mam Ma -D m B8■ Ml Packet Page -741- 1/10/2012 Item 16.A.7. Packet Page -742- = ILL a I� LL ILL s *a I� LL ILL a *a � I� M LL ILL a to y I M I N LL ILL a s ( ICD N I LL ILL a l a W I0 LL a y cD LL a tf7 LL a V LL .a M LL a r N W a LL a .= ,D C 0 0 O O N.. u t�. N W h i l _ C AQ 0 bc.m. O AQ N lD Co �. CO "2 i X W f^ � Of C._.. .. s � I P i� $ V It ` l O O O CO V N O N CD (:4) U011BA913 Packet Page -742- 1/10/2012 Item 16.A.7. HFr:_RAS Plan• r-dnn River Frl River- rnnlnn River Raa h- Raarh ::. Reach ::River Sta `. Profile ':'Q Total C " Min Ch El ' W.S. Elev Crlt W.S. -: E.G. Elev " E.G. Slope ' ' Val Chnl Flow Area '- Top Width Fioude # Chi :. (cf) >. (ft) (ft) -_.:. (ft) (ft): >' (ftt t) ! (ft/ '. 5 q ft ' (ft) Reach ; `.10484.16 PF1' 100.00 3.15 7.50 7.55 0.000707 1.90 62.94 40.12 0.19 Reach -- 10484.16 PF2 200.00 3.15 8.57 8.66 0.000933 2.58 109.48 44.79 0.22 Reach '. .10484.16 PF3 300.00 3.15 9.29 9.42 0.001117 3.14 141.54 44.79 0.25 Reach` 10484.16 ::PF4 400.00 3.15 9.85 10.02 0.001298 3.64 166.67 44.79 0.26 Reach J: ': 10484.16 - PF5 500.00 3.15 10.33 10.54 0.001466 4.09 188.12 44.79 0.30 Reach 10484.16 : -PF6`. 600.00 3.151 10.76 11.01 0.001618 4.51 207.36 44.79 0.32 Reach' 10450.00 PF1 < 100.00 3.47 7.45 7.52 0.000972 2.12 48.97 17.85 0.21 Reach h <: 10450.00 !° PF2 200.00 3.47 8.47 8.61 0.001753 3.11 69.41 22.69 0.29 Reach` 10450.00 PF3 300.00 3.47 9.13 9.35 0.002467 3.83 92.17 59.92 0.35 Reach - 10450.00 , PF4 400.00 3.47 9.69 9.95 0.002643 4.24 129.48 68.51 0.37 Reach - 10450.00. PF5 500.00 3.47 10.19 10.47 0.002679 4.51 164.04 71.261 0.38 Reach -. - 10450.00 : PF6 600.00 3.47 10.641 10.941 0.002681 4.71 198.00 79.541 0.38 Reach "'. 10435.89 PF1 100.00 3.60 7.45 7.50 0.000805 1.93 55.12 21.56 0.20 Reach`. 10435.89 PF2. 200.00 3.60 8.47 8.58 0.001346 2.78 79.36 26.34 0.26 Reach -' 10435.89 PF3 300.00 3.60 9.13 9.31 0.001838 3.44 102.64 63.46 0.31 Reach - 10435.89 PF4 - 400.00 3.60 9.69 9.90 0.002185 3.81 139.90 69.37 0.34 Reach : 10435.89 - PF5- 500.00 3.60 10.19 10.42 0.002188 4.06 175.06 71.32 0.35 Reach : -. - 10435.89 : - PF6 : 600.00 3.60 10.64 10.89 0.002167 4.24 208.01 73.09 0.35 Reach 10400.00 PF1 1 100.00 3.73 7.42 7.471 0.000850 1.95 55.75 23.35 0.21 Reach:: - 10400.00' PF2 200.00 3.73 8.42 8.53 0.001338 2.76 85.29 40.16 0.27 Reach.- " - : 10400.00 - PF3: 300.00 3.73 9.08 9.24 0.001723 3.32 121.79 69.25 0.31 Reach 110400.00 . PF4 - 400.00 3.73 9.64 9.82 0.001824 3.65 161.06 71.81 0.32 Reach'. 10400.00' PF5 500.00 3.73 10.14 10.34 0.001850 3.88 197.57 73.79 0.33 Reach : 10400.00 PF6 : 600.00 3.73 10.59 10.81 0.001854 4.07 231.75 75.59 0.33 Reach - 10350.00 - PF1 100.00 3.91 7.37 7.43 0.001013 2.03 60.31 37.02 0.23 Reach: -. : 10350.00 PF2 1 200.00 3.91 8.37 8.461 0.001276 2.621 114.88 69.06 0.26 Reach : - 10350.00 PF3 300.00 3.91 9.03 9.15 0.001394 2.97 162.25 72.77 0.28 Reach : 10350.00 - PF4 - 400.00 3.91 9.59 9.72 0.001468 122 203.77 75.87 0.29 Reach. 10350.00 PF5. 500.00 3.91 10.10 10.23 0.001495 3.40 242.73 78.67 0.30 Reach' - 10350.00 PF6 600.00 3.91 10.56 10.70 0.001506 3.55 279.52 81.201 0.30 Reach : 10336.06 PF 1 - 100.00 3.97 7.35 7.41 0.001069 2.05 66.04 48.22 0.23 Reach 10336.06 PF2:- 200.00 3.971 8.36 8.44 0.001156 2.46 144.07 93.95 0.25 Reach' : 10336.06 PF3' -:. 300.00 3.97 9.04 9.12 0.001073 2.71 207.48 93.95 0.25 Reach - 10336.06 P PF4 - 400.00 3.97 9.60 9.69 0.001046 2.94 260.23 93.95 0.25 Reach -. 10336.06 PF5' 500.00 3.97 10.11 10.21 0.001028 3.13 307.69 93.95 0.25 Reach - 10336.06. 1' PF6' : 600.00 3.97 10.57 10.68 0.001020 3.32 350.91 93.95 0.25 Reach ° :' 10300.00 PF1 100.00 - 4.01 7.29 7.36 0.001572 2.40 64.14 56.69 0.27 Reach -' 10300.00 - PF2 - 200.00 4.01 8.31 6.39 0.001522 2.69 142.88 91.70 0.27 Reach : : 10300.00 PF3 : - 300.00 4.01 9.00 9.08 0.001398 2.89 210.20 100.00 0.27 'Reach : 10300.00 PF4 400.00 4.01 9.56 9.651 0.001294 3.061 266.921 100.00 0.26 Reach - -': 10300.00`' PF5 500.00 4.01 10.07 10.16 0.001231 3.22 317.84 100.00 0.26 Reach -'. 10300.00 PF6 600.00 4.01 10.53 10.63 0.001194 3.37 364.12 100.00 0.26 Reach' 10250.00 PF1 100.00 4.06 7.22 7.29 0.001252 2.19 47.34 37.89 0.25 Reach- :10250.00' PF2 200.00 4.06 8.23 8.32 0.001342 2.56 127.15 93.681 0.27 Reach :. 10250.00. PF3 300.001 4.06 8.92 9.01 0.001224 2.75 192.55 97.901 0.26 Reach'' 10250.00 PF4 - 400.001 4.061 9.49 9.59 0.0011361 2.93 249.47 100.00 0.26 Reach .10250.00 PF5 : 500.001 4.06. 10.00 10.11 0.001071 3.08 300.66 100.00 0.25 Reach 10250.00 PF6 - 600.00 4.061 10.47 10.58 0.001032 3.23 347.08 100.00 0.25 Reach 10239.33 PF 1 100.00 4.07 7.21 7.28 0.001243 2.21 48.74 58.74 0.25 Reach 110239.33 PF 2 200.00 4.07 8.22 8.31 0.001256 2.58 130.68 92.19 0.26 .Reach :: '..10239.33 PF3 300.00 4.07 8.91 9.00 0.001229 2.77 196.98 99.15 0.26 Reach': -. 10239.33 PF4 400.00 4.07 9.48 9.58 0.001144 2.93 254.10 100.00 0.26 Reach 10239.33 : PF5 500.00 4.07 9.99 10.09 0.001082 3.09 305.37 100.00 0.25 Reach : 10239.33 PF6 600.00 4.07 10.46 10.56 0.001046 3.24 351.83 100.00, 0.25 Reach 10200.00 PF 1 100.00 4.08 7.16 7.23 0.001254 2.20 55.35 51.90 0.25 Reach 10200.00 PF2 200.00 4.08 8.17 8.26 0.001289 2.57 130.06 93.66 0.26 Reach 10200.00. PF3 300.00 4.08 8.86 8.951 0.001221 2.75 197.83 100.00 0.26 Reach j 10200.00.` -. PF4 400.00 4.08 9.44 9.531 0.001123 2.92 255.34 100.00 0.25 Reach' 10200.00 : PF5 500.00 4.08 9.95 10.05 0.001063 3.07 306.83 100.00 0.25 iReach ; 10200.00 -> PF6 600.00 4.08 10.42 10.52 0.001029 3.22 353.42 100.00 0.25. Reach : 10144.9 : PF .1 100.00 4.09 7.09 7.16 0.001178 2.101 51.47 41.83 0.24 Reach : 10144.9 PF 2 200.001 4.091 8.11 8.19 0.001173 2.48 131.57 93.60 0.25 Reach. : 10144.9 PF3 300.001 4.091 8.80 8.89 0.001110 2.68 198.27 100.00 0.25 Reach :- 10144.91 PF4 400.00 4.09 9.38 9.47 0.001026 2.85 256.27 100.00 0.25 Reach ` 10144.9 - : PF5 500.00 4.09 9.90 9.99 0.000975 3.01 308.04 100.00 0.25 Reach 110144,9 -'- PF6 600.001 4.09 10.36 10.471 0.000948 3.16 354.781 100.001 0.25 Packet Page -743- 1/10/2012 Item 16.A.7. I-o ec ohn• nnMnn R6.nr Fv1 Rnmr r:nrdnn Ri.mr anenh• amnh lCnnfim mdl Reach : River Sta -Profile - 'Q Total :- " Min Ch El, C W.S.£lev -.CrB W.S. E.G. Elev `. E.G. Slope Val Chnl r flow Area ;.: Top Width =' Froude # Chi - ,::;, (cf) ':.: (ft ) (ft) .: (ft) :'- '_(ft) - .:i. (ft t) ' d:(fv ;; ( q ft ) Reach :; 10111.83 PF 1 100.00 3.58 7.08 7.13 0.000673 1.72 58.23 25.39 0.19 Reach ? "- 10111.83 ° PF2 200.00 3.58 8.06 8.15 0.000921 2.42 101.36 79.04 0.23 Reach : 10111.83 ' PF3 300.00 3.58 8.73 8.85 0.000996 2.83 156.65 85.85 0.25 Reach '- :.10111.83 r PF4 400.00 3.58 9.30 9.43 0.001021 3.13 207.03 91.62 0.25 Reach Y 10111.83 PF 5 500.00 3.581 9.81 9.96 0.001027 3.361 256.26 100.00 0.26 Reach;, ":' 10111.83" PF6 600.00 3.58 10.28 10.43 0.001010 3.53 302.95 100.00 0.26 Reach ! '. 10050.00. PF 1. 100.00 3.48 7.00 7.07 0.001147 2.08 51.52 49.02 0.24 Reach ! 10050.00 PF.2. 200.00 3.48 8.00 8.08 0.001287 2.46 115.14 67.72 0.27 Reach:: .' 10050.00 PF3 300.00 3.48 8.68 8.78 0.001194 2.75 163.79 75.29 0.27 Reach ? 10050.00 -: PF4 400.00 3.48 9.25 9.36 0.001147 3.00 208.14 80.051 0.27 Reach - 10050.00 - PF5 500.00 3.48 9.76 9.891 0.001113 3.21 250.07 83.80 0.27 Reach i 10050.00 -s.PF6 1 600.00 3.481 10.23 10.36 0.001089 3.391 289.86 87.22 0.27 Reachl.. :10041.23 PF.1. 100.00 3.47 7.00 7.06 0.001122 2.06 60.94 61.79 0.24 Reach -: 10041..23 ` PF2 200.00 3.47 7.99 8.07 0.001019 2.47 125.47 68.55 0.24 Reach = :- 10041.23 - PF3 300.00 3.47 8.67 8.77 0.001050 2.85 173.41 73.75 0.26, Reach :. 10041.23 PF4 400.00 3.47 9.23 9.35 0.001074 3.16 216.46 78.12 0.26 Reach. : 10041.23 PF5: 500.00 3.47 9.74 9.88 0.001086 3.42 257.21 82.05 0.27 Reach- '- 10041.23 -. PF6 600.00 3.47 10.20 10.35 0.001094 3.64 295.98 85.61 0.28 Reach 10000.00 PF 1 100.00 3.62 6.93 7.01 0.001432 2.25 51.96 61.79 0.27 Reach' - : 10000.00 ' -. PF2 200.00 3.62 7.93 8.03 0.001228 2.66 114.62 62.98 0.27 Reach:- -. 10000.00 `. PF3 300.00 3.62 8.60 8.72 0.001252 3.05 156.97 63.51 0.28 Reach "' '° 10000.00 r. PF4 400.00 3.62 9.16 9.30 0.001285 3.39 192.70 63.95 0.29 Reach : 10000.00 - PF 5 500.00 3.62 9.66 9.82 0.001309 3.69 224.94 64.35 0.30 Reach - 10000.00 PF6 600.00 3.62 10.12 10.30 0.001334 3.95 254.32 64.72 0.30 Reach J9950.00 - PF 1 1 100.00 3.811 6.84 1 6.93 0.001715 2.42 45.28 45.62 0.29 Reach' - 9950.00 r PF 2 200.00 3.81 7.85 7.96 0.001492 2.81 107.30 64.53 0.29 Reach 9950.00 - PF3 300.00 3.81 8.52 8.65 0.001454 3.18 151.66 67.41 0.29 Reach : 9950.00 ' -` PF 4 400.00 3.81 9.09 9.23 0.001446 3.49 190.28 69.81 0.30 Reach ` 9950.00 PF 5 500.00 3.81 9.59 9.76 0.001434 3.75 228.68 81.03 0.30 Reach: 9950.00 - PF6 600.00 3.81 10.05 10.23 0.001433 3.98 268.42 100.00 0.31 Reach -' 9944.16 PF 1 100.00 3.83 6.83 6.92 0.001735 2.43 44.80 44.44 0.30 Reach" =..9944.16 PF2 200.00 3.83 7.84 7.95 0.001456 2.84 107.82 67.40 0.29 Reach. :. 9944.16 : PF3 300.00 3.83 8.51 8.64 0.001417 3.20 155.94 77.64 0.29 Reach -. 9944.16 -: PF4- 400.00 3.831 9.08 9.22 0.001371 3.46 210.19 100.00 0.29 Reach 9944.16 ` PF 5. 500.00 3.83 9.59 9.74 0.001298 3.63 261.55 100.00 0.29 Reach < 9944.16 PF6 600.00 3.83 10.06 10.21 0.001246 3.78 308.16 100.00 0.29 Reach ':. 9900.00 PF .1. 100.00 3.87 6.75 6.84 0.001764 2.39 41.87 24.25 0.30 Reach 9900.00 '. PF2 200.00 3.87 7.77 7.881 0.001650 2.791 105.99 100.00 0.30 Reach:: : 9900.00 " PF .3 300.00 3.87 8.47 8.58 0.001340 2.94 175.62 100.00 0.28 Reach - .9900.00 'PF4 400.00 3.87 9.05 9.16 0.001196 3.08 233.51 100.00 0.27 Reach.' 9900.00 r- PF 5 1 500.00 3.87 9.56 9.68 0.001108 3.22 285.33 100.00 0.27 Reach. '' 9900.00 PF6 600.00 3.87 10.03 10.15 0.001055 3.36 332.19 100.00 0.27 Reach 9850.81 PF 1 100.00 3.91 6.67 6.75 0.001753 2.34 42.77 21.99 0.30 Reach 9850.81 PF2 200.00 3.91 7.68 7.80 0.001570 2.82 101.71 100.001 0.30 Reach + ' 9850.81 PF .3 300.00 3.91 8.40 1 8.51 0.0012871 2.97 172.86 100.00 0.28 Reach - 9850.81 - PF 4 400.00 3.91 8.98 1 9.10 0.001156 3.12 231.50 100.00 0.27 Reach 9850:81 PF 5 500.00 3.91 9.51 9.63 0.001077 3.26 283.75 100.00 0.27 Reach 9850.81 PF6 1 600.00 3.91 9.98 10.10 0.001030 3.40 330.85 100.00 0.27 Reach 9800.00 PF 1 100.00 3.90 6.58 6.66 0.001723 2.30 43.45 22.64 0.29 Reach .z ' 9800.00 ` PF2 200.00 3.90 7.62 7.72 0.001359 2.66 115.37 100.00 0.28 Reach " - 9800.00 PF3 300.00 3.901 8.35 8.44 0.001114 2.80 187.82 100.00 0.26 Reach - ' 9800.00 PF4 400.00 3.90 8.94 1 9.04 0.001015 2.96 246.94 100.00 0.26 Reach - 9800.00 -' PF 5 500.00 3.90 9.46 9.57 0.000958 3.11 299.451 100.00 0.25 Reach. '. 9800.00 PF6 600.00 3.90 9.94 10.05 0.000926 3.26 346.701 100.00 0.25 Reach - 9750.56 PF 1 100.00 3.89 6.50 6.58 0.001661 2.25 44.45 25.79 0.29 Reach : " 9750.56 ' PF2. 200.00 3.69 7.57 7.66 0.001187 2.52 126.08 100.00 0.26 Reach ' 9750.56 PF3 300.00 3.891 8.30 8.39 0.000981 2.67 199.55 100.00 0.25 Reach: 9750.56 PF4: 400.00 3.89 8.90 8.99 0.000907 2.84 259.01 100.00 0.24 Reach 19750.56 PF.5 - 500.00 3.89 . 9.42 9.52 0.000865 2.99 311.72 100.00 0.24 Reach +: - 9750.56 '- PF6 600.00 3.89 9.90 10.00 0.000844 3.15 359.07 100.00 0.24 Reach -. 9700.00 PF "1 100.00 3.58 6.41 6.49 0.001618 2.32 43.44 28.39 0.29 Reach ` 9700.00 PF2 200.00 3.58 7.50 7.59 0.001204 2.65 124.48 100.001 0.26 IReach.. ':9700.00 PF :3- 300.00 3.58 8.24 834 0.001010 2.80 199.09 100.00 0.25 '.Reach 9700.00 : PF 400.00 3.581 8.84 8.94 0.000942 2.97 258.96 100.00 0.25 Reach 9700.00 - PF3 500.00 3.58 9.37 9.48 0.000904 3.14 311.90 100.001 0.25 Packet Page -744- 1/10/2012 Item 16.A.7. ucr_oec .1- 1-1.... -., =, on.e, r_...d.... an.e, oe.- oa...h ir....x..��ed� Reach River Sta :Profile' Cl Total` Min Ch El W.S. Elev -- - Cr# W.S. ' .: E.G. Elev -. E.G. Slope -.Val Chnl -: Flow Area ' Top Width Froude # Chl r; <. (cf ' ',. (ft) (ft) -.: c (ft) (ft)'? (ft ft) :` (fU) ; ( Q ft) , (ft) Reach = 9700.00 - - PF :6 600.00 3.58 9.85 9.96 0.000885 3.30 359.36 100.00 0.25 Reach " " 9632.95'', PF 1 100.00 3.28 6.26 6.37 0.002175 2.67 37.73 24.46 0.33 Reach " 9632.95 PF2 ' 200.00 3.28 7.39 7.50 0.001495 2.83 120.27 100.00 0.29 Reach ": : 9632.95 : PF 3' 300.00 3.28 8.17 8.271 0.001143 2.89 197.61 100.00 0.26 Reach 19632.95 ' - P174 1 400.00 3.281 8.78 8.88 0.001033 3.04 258.35 100.00 0.26 Reach, -: 9632.95 ' : PF :5: ' 500.00 3.28 9.31 9.41 0.000975 3.191 311.71 100.00 0.25 Reach': - 9632.95 - PF 6 -, 600.00 3.28 9.79 9.90 0.000946 3.341 359.38 100.00 0.25 Reach (+ 9600.00 PF1 100.00 2.69 6.17 6.29 0.002303 2.85 48.57 62.07 0.34 Reach;, " 9600.00 : PF2 200.00 2.69 7.37 7.45 0.001163 2.69 156.16 100.00 0.26 Reach ::, :: 9600.00 %.PF 3 300.00 2.69 8.15 8.22 0.000962 2.81 233.99 100.00 0.24 Reach !d '9600.00 -:PF4 1 400.00 2.69 8.76 8.84 0.000915 2.99 294.84 100.00 0.24 Reach =. -,- ': 9600.00 '. PF 5 500.001 2.69 9.29 9.38 0.000894 3.18 348.26 100.00 0.24 Reach :- 9600.00 '.PF .6 600.00 2.69 9.77 9.86 0.000890 3.35 395.96 100.00 0.24 Reach' - 9550.00 PF 1 100.00 3.02 6.10 6.19 0.001659 2.51 59.45 68.76 0.29 Reach: '- 9550.00 : PF2 200.00 3.02 7.32 7.39 0.000939 2.50 163.12 100.00 0.23 Reach 9550.00 " PF .3 300.00 3.02 8.11 8.18 0.000816 2.66 241.45 100.00 0.22 Reach':- : 9550.00 PF4 400.00 3.02 8.72 8.79 0.000796 2.87 302.36 100.00 0.23 Reach % -: 9550.00 : PFS 1 500.00 3.021 9.25 9.33 0.000791 3.06 355.79 100.00 0.23 Reach - 9550.00 : PF6 600.00 3.02 9.73 9.82 0.000796 3.25 403.44 100.00 0.23 Reach, 9500.00, PF :1 100.00 2.54 6.02 6.11 0.0015521 2.39 41.77 18.15 0.28 Reach'.' 9500.00 PF2 200.00 2.54 7.22 7.34 0.001404 2.82 100.82 78.33 0.28 Reach :. 9500.00 :.' PF3 300.00 2.54 8.01 813 0.001187 3.00 175.06 100.00 0.26 Reach : 9500.00 PF4 400.00 2.54 8.63 8.75 0.001091 3.16 236.531 100.00 0.26 Reach :.' 9500.00 ! PF 5 500.00 2.54 9.171 9.29 0.001035 3.31 290.30 100.00 0.26 Reach '. : -- 9500.00 PF 6 600.00 2.54 9.64 9.77 0.001007 3.47 338.12 100.00 0.26 Reach -- 9450.00 ': PF 1 100.00 2.66 5.83 5.991 0.003317 3.23 30.92 14.77 0.39 Reach F : 9450.00 =. PF2 200.00 2.66 7.02 7.23 0.003127 3.73 71.85 66.59 0.40 Reach 19450.00 :- PF3 300.00 2.66 7.87 8.04 0.002334 3.68 135.18 77.20 0.35 Reach < 9450.00 PF4 400.00 2.66 8.50 8.67 0.002022 3.77 186.79 94.33 0.34 Reach:- 9450.00 ?' PF 5 500.00 2.66 9.04 9.22 0.001833 3.91 240.69 100.00 0.33 Reach -' ': 9450.00 : PF 6 600.00 2.66 9.54 9.71 0.001652 3.98 289.82 100.00 0.32 Reach - 9411.30 PF 1 100.00 2.50 5.65 5.85 0.003970 3.52 28.39 13.29 0.42 Reach :: ;:9411.30 < PF2. 200.00 2.50 6.76 7.071 0.004630 4.48 44.98 24.46 0.47 Reach :' '- 9411.30 : PF3 300.00 2.501 7.56 7.90 0.004281 4.85 85.421 65.30 0.47 Reach 'r : ': 9411.30. > PF4 400.00 2.50 8.24 8.55 0.003567 4.84 134.101 74.89 0.44 Reach:..: 9411.30 PF5 500.00 2.50 8.83 9.11 0.003023 4.78 184.62 98.15 0.41 Reach 19411.30 PF 6 600.00 2.50 935 9.61 0.002577 4.77 236.62 100.00 0.38 Reach ':: 9400.00 PFF1r 100.00 2.60 5.551 5.79 0.005310 3.93 25.44 12.64 0.49 Reach'- - :9400.00 PF2 200.00 2.60 6.62 7.01 0.005982 4.96 40.40 20.34 0.53 Reach" 9400.00 PF3 300.00 2.60 7.45 7.84 0.005179 5.24 79.93 58.73 0.51 Reach: ; 9400.00 PF4 400.00 2.60 8.15 8.50 0.004147 5.17 123.96 73.17 0.47 Reach ` 9400.00 PF 5 -- 500.00 2.60 8.76 9.07 0.003481 5.08 170.21 85.80 0.43 Reach ; 9400.00 PF 6 600.00 2.60 9.29 9.58 0.002999 5.01 222.36 100.00 0.41 Reach 9350.00 PF 1' 100.00 2.79 5.32 5.52 0.005050 3.65 27.38 15.62 0.49 Reach '- -'. 9350.00 : -- PF2 200.00 2.79 6.44 6.72 0.004408 4.25 50.34 37.951 0.47 Reach -: 9350.00 PF3. 300.00 2.79 7.32 7.59 0.0035441 4.38 92.50 60.791 0.44 Reach > 9350.00 `. PF4 400.00 2.79 8.05 8.30 0.002779 4.33 137.21 61.65 0.40 Reach': -: 9350.00 ': PF5- 500.00 2.79 8.66 8.90 0.002399 4.38 180.17 98.60 0.38 Reach: :: 9350.00 - PF 6:... 600.00 2.79 9.20 9.44 0.002056 4.401 234.72 100.00 0.35 Reach -.. 9320.97 PF .1 100.00 2.89 5.33 5.40 0.001697 2.07 48.23 29.79 0.29 Reach -:: .: 9320.97 PF2 200.00 2.89 6.52 6.60 0.001227 2.28 89.10 43.29 0.26 Reach:' 9320.97 PF -3 300.00 2.89 7.40 7.49 0.001023 2.42 142.97 78.21 0.25 Reach :. -< 9320.97 : PF4:. 400.00 2.89 8.12 8.21 0.000874 2.48 200.22 80.82 0.23 Reach 9320.97 PF 5 500.00 2.891 8.73 8.82 0.00076D 2.57 253.66 100.00 0.22 Reach r ` 9320.97 '` PF 6 600.00 2.89 9.27 9.36 0.000690 2.66 307.60 100.00 0.22 Reach : 9300.00 PF r1 100.00 2.84 5.34 5.37 0.000568 1.35 73.92 38.14 0.17 Reach' :: 9300.00 ' PF2 200.00 2.84 6.53 6.57 0.000500 1.63 128.18 71.65 0.17 Reach ` 9300.00 PF3 300.00 2.84 7.41 7.46 0.000464 1.80 194.721 81.34 0.17 Reach - :9300.00 ` PF4. 400.00 2.84 8.13 8.181 0.000432 1.93 253.70 83.74 0.17 Reach::' > 9300.00 PF .5 500.00 2.84 8.74 8.80 0.000410 2.06 309.26 100.00 0.17 Reach ' - 9300.00 - PF 6. 600.00 2.84 9.28 9.34 0.000397 2.18 363.15 100.00 0.17 9250.00 PF1 100.00 2.73 5.32 5.34 0.000511 1.31 77.41 43.31 0.16 ®R.a 9250.00 PF 2. 200.00 2.73 6.51 6.55 0.000462 1.57 135.91 54.41 0.16 9250.00 - : -: PF 3 300.00 2.73 7.39 7.44 0.000448 1.77 186.94 61.63 0.17 -' -' 9250.00 - ` PF4 400.00 2.73 8.111 6.16 0.0004441 1.93 233.66 81.98 0.17 Packet Page -745- 1/10/2012 Item 16.A.7. HFC.RAR Plan• rnrdnn River PYt River- rnrdfm River Reach- Reach (Cnntinued) Reach .River Sts , :P Profil.-A, , <Q Total "- :Min Ch El W.S. Elev7i'- Crft W.S. E.G. Elev E.G. Slope , -Val Chnl Flow Area < Top Width',- 'Froude # Chl O (ft) (� (ft) (g :.:.(fUft)'" . >,(fU ;. qft " (ft) Reach . °. 9250.00 PE5 500.00 2.73 8.71 8.78 0.000426 2.08 293.32 100.00 0.17 Reach ' : 9250.00 PF '6 600.00 2.73 9.25 9.32 0.000410 2.19 347.29 100.00 0.17 Reach 9218.86 PF 1! 100.00 '2.67 5.30 5.33 0.000541 1.35 73.85 36.63 0.17 Reach 9218.86 - , PF2 .. - 200.00 2.67 6.49 6.53 0.000515 1.65 121.63 44.79 0.17 Reach !'.' -' 9218.86 PF3 300.00 2.671 7.37 7.42 0.000517 1.861 164.52 52.94 0.18 Reach::: - 9218.86 PF4' - ' 400.00 2.671 8.08 8.15 0.000516 2.03 207.35 76.30 0.18 Reach':':. : I: 9218.86 = ` '. PF5 : - 500.00 2.67 8.69 8.76 0.000496 2.17 260.78 100.00 0.18 Reach - 9218.86 - : PF 6 600.00 2.67 9.23 9.31 0.000469 2.28 314.80 100.00 0.18 Reach - 9200.00 PF 1- 100.00 2.68 5.29 5.32 0.000558 1.37 73.15 36.61 0.17 Reach's 9200.00. ; PF2 200.00 2.68 6.48 6.52 0.000524 1.66 121.33 45.45 0.17 Reach : 9200.00 PF3 300.00 2.68 7.361 7.41 0.000518 1.87 164.741 53.12 0.18 Reach 'u: -. 9200.00 !. PF4 1 400.00 2.68 8.07 8.14 0.000510 2.05 205.02 62.77 0.18 Reach 1. 9200.00 PF5 500.00 2.68 8.68 8.75 0.000494 2.20 258.93 100.00 0.18 Reach :" - :9200.00 PF6 600.00 2.68 9.22 9.30 0.000471 2.31 312.97 100.00 0.18 Reach r 9150.00 PF 1 100.00 2.71 5.26 5.29 0.000542 1.37 73.21 36.57 0.17 Reach ' 9150.00 ' PF 2 200.00 2.71 6.45 6.50 0.000511 1.69 121.53 44.45 0.17 Reach ` 9150.00 `.: PF3 300.00 2.71 7.33 7.39 0.0005211 1.93 163.10 50.69 0.18 Reach -. "9150:00. -: PF4- 400.00 2.71 8.04 8.11 0.000537 2.13 201.14 56.05 0.18 Reach - ;: 9150.00 JPF :5- 500.00 2.71 8.65 8.73 0.000527 2.30 250.33 100.00 0.19 Reach 9150.00 PF 6 600.00 2.71 9.19 9.27 0.000507 2.43 304.37 100.00 0.19 Reach.`: 9120.98 PF 1. 100.00 2.70 5.24 5.27 0.000535 1.39 72.73 36.06 0.17 Reach - ':' 9120.98 PF2 200.00 2.70 6.43 6.48 0.000534 1.75 120.36 43.90 0.18 Reach " 9120.98 : PF3 300.00 2.70 7.31 7.37 0.000555 2.00 161.25 49.68 0.18 Reach 9120.98 ' PF4 400.00 2.70 8.02 8.09 0.000586 2.23 199.18 67.35 0.19 Reach 19120.98 PF 5 1 500.00 2.70 8.62 8.71 0.000570 2.39 244.33 86.34 0.19 Reach..` 9120.98 PF 6' 600.00 2.70 9.16 9.26 0.000551 2.53 297.62 100.00 0.19 Reach'.' 9100.00: PF 1 100.00 2.571 5.24 5.26 0.000414 1.27 82.28 42.90 0.15 Reach 9100.00 - PF2'' 200.00 2.57 6.43 6.47 0.000424 1.591 140.91 55.33 0.16 Reach : - 9100.00 " PF 3 300.00 2.57 7.31 7.36 0.000440 1.831 193.35 64.34 0.16 Reach 9100.00 : PF4 400.00 2.57 8.02 8.081 0.000456 2.011 241.79 71.63 0.17 Reach -- - 9100.00 PF 5 500.00 2.57 8.63 8.69 0.000450 216 288.11 89.97 0.17 Reach 9100.00 PF 6 600.00 2.57 9.17 9.24 0.000441 2.30 341.46 100.00 0.17 Reach 19050.00 PF1 100.00 2.23 5.23 5.24 0.000238 1.04 98.53 41.231 0.11 Reach - 9050.00 -. PF 2 200.00 2.23 6.42 6.45 0.000285 1.38 151.49 47.591 0.13 Reach.. 9050.00 : ` PF 3 300.00 2.23 7.29 7.33 0.000323 1.64 195.13 52.26 0.14 Reach 9050.00 -. PF4 400.00 2.23 8.00 8.06 0.000355 1.85 239.45 73.88 0.15 Reach, 9050.00 PF .5 500.00 2.231 8.61 8.671 0.000363 2.01 285.48 83.00 0.16 Reach . - `9050.00 "..PF 6 600.00 2.23 9.15 9.221 0.000364 2.15 337.31 100.00 0.16 Reach. 9042.19 PF 1 100.00 2.17 5.23 5.24 0.000222 1.01 101.62 42.33 0.11 Reach" 9042.19 PF2 200.00 2.17 6.42 6.45 0.000269 1.35 155.86 48.65 0.13 Reach 9042.19 - PF 3 300.00 2.17 7.29 7.33 0.000306 1.60 200.41 53.28 0.14 Reach ''' 9042.19 PF4'' 400.00 2.17 8.00 8.05 0.000337 1.81 239.64 59.58 0.15 Reach :' 9042.19 PF5' 500.00 2.17 8.61 8.67 0.000354 1.99 284.02 81.45 0.15 Reach : :. 9042.19 PF6s 600.001 2.17 9.15 9.22 0.000356 2.14 335.49 100.00 0.16 Reach 9000.00 - PF 1 100.00 2.46 5.19 5.23 0.000585 1.50 66.89 29.67 0.18 Reach -- 9000.00 -' ` PF2 200.00 2.46 6.37 6.43 0.000641 1.92 104.15 3155 0.19 Reach 19000.00 - PF 3 300.00 2046 7.23 7.31 0.000692 2.23 135.26 44.37 0.20 Reach 9000.00 PF4 400.00 2.46 7.93 8.03 0.000720 2.47 175.59 71.371 0.21 Reach : 9000.00 PF 5 500.00 2.46 8.54 8.64 0.000713 2.65 219.03 72.301 0.21 Reach' - -. 9000.00 : PF6 1 600.00 2.46 9.08 9.19 0.000705 2.79 258.59 80.71 0.22 Reach 8950.00 PF 1. 100.00 2.46 5.07 5.17 0.002017 2.48 40.24 20.53 0.31 Reach 8950.00 -: PF2 200.00 2.46 6.22 6.37 0.001967 3.04 65.74 23.87 0.32 Reach - 8950.00 PF3 300.00 2.46 7.06 7.24 0.002030 3.46 86.69 26.30 0.34 Reach - 8950:00 PF4 400.00 2.46 7.73 7.96 0.002107 3.80 105.13 28.27 0.35 Reach:. : 8950.00 PF 5 500.00 2.46 8.31 8.57 0.002183 4.10 121.941 29.95 0.36 Reach 8950.00 PF 6 600.00 2.46 8.82 9.12 0.002256 4.36 137.67 31.53 0.37 Reach - 8900.00 PF -1 100.00 2.26 5.10 5.12 0.000275 1.01 100.97 47.26 0.12 Reach 8900.00 :' PF2 200.00 2.261 6.28 6.30 0.000276 1.28 158.98 51.48 0.13 Reach =' 8900.00 PF.3. 300.00 2.26 7.13 7.17 0.000296 1.50 204.40 54.80 0.14 Reach 8900.00 : PF4 400.00 2.26 7.83 7.87 0.000328 1.68 243.90 58.92 0.14 Reach: - -. 8900.00 PF 5 500.00 2.26 8.42 8.47 00000355 1.831 279.89 - 62.13 0.15 Reach. -: -- 8900.00 PF 6` 600.00 2.26 8.95 9.01 0.000376 1.971 314.34 70.53 0.16 Reach'. 8850.00 PF 1 100.00 1.91 5.09 5.10 0.000155 0.85 117.62 45.78 0.09 Reach 8850.00 IPF2 200.00 1.91 6.27 6.29 0.000194 1.15 174.30 50.77 0.11 Reach 8850.00 IPF 3' 300.001 1.911 7.12 7.15 0.000223 1.37 219.281 54.41 0.12 Packet Page -746- 1/10/2012 Item 16.A.7. HEC -RAS Plan: Gordon River Ext River: Gordon River Reach: Reach (Continued) Packet Page -747- -.. River Sta Profile' .' Q Total - Min Ch El. - -� W.S..Elev - Crit W.S. ' E.G.: Elev - E.G. Slope :: Val Chnl - FlowArea -::: Top Width?, 'Froude # Chl -- .:: (cf) (ft - (ft) , (ft) : -; r (ft)': -. (ftlft) (ft/) :, ( Q 1 (ft) Reach 8850.00 PF4 400.00 1.91 7.82 7.85 0.000250 1.55 258.02 57.50 0.13 Me 8850.00 PF :5 500.00 1.91 8.41 6.45 0.000273 1.71 293.00 60.36 0.14 8850.00 PF6 600.00 1.91 8.94 8.99 0.000293 1.84 325.53 62.69 0.14 8827.73 PF 1 100.00 1.77 5.09 5.10 0.000132 0.80 124.44 46.85 0.09 Reach r f 8827.73 PF2 200.00 1.771 6.26 6.28 0.000171 1.101 182.33 51.80 0.10 Reach'; 8827.73 PF3 300.00 1.77 7.12 7.15 0.000200 1.31 228.16 55.40 0.11 Reach':: - h 8827.73. PF4 400.00 1.77 7.81 7.65 0.000225 1.50 267.55 58.32 0.12 Reach!- 1 8827.73 PF .5 500.00 1.77 8.41 8.45 0.000247 1.65 302.89 60.62 0.13 Reach I: -: : 8827.73. ': PF 6 600.00 1.77 8.93 8.98 0.000266 1.79 335.56 63.04 0.14 Reach,, 8600.00 ` PF 1 100.00 1.81 5.09 5.101 0.000127 0.79 127.33 48.25 0.09 Reach': '> 8800.00 '- PF2 200.00 1.81 6.26 6.28 0.000163 1.07 186.821 53.19 0.10 Reach 'i '- 8800.00 `: PF 3 300.00 1.81 7.12 7.14 0.000191 1.28 233.81 56.78 0.11 Reach '- :8800.00 PF4 400.00 1.81 7.81 7.84 0.000213 1.46 274.03 59.40 0.12 Reach , " ' 8800.00 " PF 5 500.00 1.81 8.401 8.44 0.000233 1.61 309.91 61.65 0.13 Reach :: - 8800.00 `- PF 6 600.00 1.81 8.93 8.98 0.000251 1.75 342.94 64.39 0.13 Reach'' 8750.00 PF1 100.00 1.89 5.08 1 5.09 0.000110 0.73 136.10 50.99 0.08 Reach " - ;: 8750.00 PF2 200.00 1.89 6.25 6.27 0.000141 1.01 196.27 55.11 0.09 Reach : 8750.00 '.: PF 3 300.00 1.89 7.11 7.13 0.000165 1.22 246.60 58.12 0.10 Reach =' ::8750.00 -'. PF4 400.00 1.89 7.80 7.83 0.000187 1.391 287.63 60.55 0.11 Reach 8750.00 - PF 5 500.00 1.891 8.39 8.43 0.000206 1,541 324.10 62.63 0.12 Reach:- -: 8750.00 -: PF 6 600.00 1.89 8.92 6.96 0.000221 1.66 359.07 72.77 0.13 Reach 8734.67 PF1 100.00 1.92 5.08 5.09 0.000106 0.73 137.86 51.37 0.08 Reach` "? 8734.67 PF2 200.00 1.92 6.25 6.27 0.000137 1.00 200.45 55.49 0.09 Reach :. 8734.67 PF3 300.00 1.92 7.11 7.13 0.000161 1.20 249.07 58.49 0.10 Reach : 8734.67 : PF4 400.00 1.92 7.80 7.83 0.000183 1.38 290.34 60.92 0.11 Reach 18734.67 '.PF .6 500.00 1.92 8.39 8.431 0.000202 1.53 327.02 63.00 0.12 Reach 8734.67 -- PF 6 600.00 1.92 8.92 8.96 0.000215 1.66 362.02 72.64 0.12 Reach 8700.00 -' PF 1 100.00 1.79 5.08 5.09 0.000097 0.70 142.92 52.67 0.07 Reach - " 8700.00 <' PF2 200.00 1.79 6.25 6.26 0.000127 0.97 207.21 56.96 0.09 Reach 8700.00 PF .3 300.00 1.791 7.10 7.12 0.000149 1.17 256.931 59.65 0.10 Reach °- 8700.00 ' PF4 400.00 1.79 7.79 7.62 0.000169 1.34 298.891 61.83 0.11 Reach' - 8700.00 ; : PF 5 500.00 1.79 8.38 6.42 0.000187 1.49 336.011 63.70 0.11 Reach 18700.00 : PF 6 600.00 1.79 8.91 6.95 0.000200 1.62 373.25 85.84 0.12 Reach -` ' 8650.00 . PF 4 100.00 1.55 5.07 5.08 0.000106 0.71 140.88 54.29 0.08 Reach` 8650.00 - PF2 200.00 1.55 6.24 6.26 0.000132 0.97 207.18 59.02 0.09 Reach .8650.00 PF3 300.00 1.55 7.091 7.12 0.000153 1.16 258.77 62.11 0.10 Reach- - ...8650.00 PF4 400.00 1.55 7.78 7.811 0.000171 1.32 302.49 64.60 0.11 Reach: -: : 8650.00 = PF 5 500.00 1.55 8.38 8.41 0.000193 1.461 341.67 71.74 0.12 Reach r- ': 6650.00 s ` PF 6 600.00 1.55 8.90 8.94 0.000203 1.59 380.69 77.24 0.12 Reach 8617' PF 1 100.00 1.55 5.06 2.90 5.08 0.000191 0.85 117.04 53.82 0.10 Reach r 8617. :. PF2 200.00 1.55 6.23 3.36 6.25 0.000198 1.09 183.29 59.66 0.11 Reach -. 8617:` PF3 300.00 1.55 7.08 3.69 7.11 0.000212 1.27 235.69 63.89 0.12 Reach = 8617 PF4 400.00 1.55 7.77 3.98 7.80 0.000224 1.42 280.99 66.95 0.12 Reach:'.. 8617' PF 5 500.00 1.551 8.36 4.19 8.401 0.000237 1.56 323.14 74.58 0.13 Reach 8617 PF 6 600.00 1.55 8.89 4.41 8.931 0.000248 1.67 363.221 77.91 0.13 Reach 18616 - Bridge Reach 8550.00 PF 1 100.00 1.32 5.05 5.06 0.000087 0.68 147.79 52.72 0.07 Reach -` 8550.00 -- PF2 200.00 1.32 6.221 6.23 0.000118 0.94 211.91 57.42 0.09 Reach = '. 8550.00 PF 3 300.00 1.32 ' 7.07 7.09 0.000142 1.14 262.02 60.83 0.10 Reach' 8550:00 :r.. PF4 400.00 1.32 7.75 7.78 0.000171 1.31 304.96 66.28 0.11 Reach : : 8550.00 PF 5 500.00 1.32 8.34 8.37 0.000193 1.45 346.02 72.83 0.12 Reach 8550.00 PF6 600.00 1.32 8.86 8.90 0.000207 1.56 385.35 77.68 0.12 Reach 8504.14 PF 1 100.00 0.51 5.05 5.06 0.000072 0.66 150.68 47.45 0.07 Reach 8504.14 PF2 200.00 0.51 6.21 6.23 0.000110 0.96 208.30 52.98 0.06 Reach' 8504.14 :- PF3 300.00 0.51 7.06 7.081 0.000135 1.19 259.01 67.25 0.10 Reach' `: 8504.14 PF4 400.00 0.51 7.74 7.771 0.000156 1.371 310.12 83.35 0.10 Reach' 8504.14 - PF 5 500.00 0.57 .33 8.3311 8.361 0.000174 1.53 362.01 94.13 0.11 Reach' 8504.14 - PF6 600.00 0.51 8.85 8.891 0.000186 1.67 412.83 99.13 0.12 Reach r 8500.00 PF1 100.00 0.40 5.05 5.061 0.000073 0.67 149.53 47.09 0.07 Reach'.' 8500.00 PF .2 200.00 0.40 6.21 6.23 0.000112 0.97 206.78 52.96 0.08 Reach.. ::'8500.00 -- PF3 300.00 0.40 7.06 7.08 0.000138 1.19 257.45 67.32 0.10 Reach 8500.00 PF4 400.00 0.40 7.74 7.77 0.000159 1.38 310.06 86.68 0.11 Reach` -. 8500.00 - PF 5 500.00 0.40 8.33 8.36 0.000176 1.54 363.88 97.11 0.11 Reach' - 8500.00 PF 6 600.00 0.40 8.85 8.89 0.000186 1.67 415.43 100.00 0.12 Packet Page -747- 1/10/2012 Item 16.A.7 W=r-PAQ Dl- r-d- Pf ., P1 Pi-, r.'-H- Pi.., P ... h- P ... h Reach River Sta Profile Q Total Min Ch El WS. Elev Crit W.S. E.G. Bev E.G. Slope, Val C nl - , Flow Area, Top Width Froude # Chi I I. , � "I'll (d (ft) �(ft), (ft) : (ftlft), ; "', .-.,({ti) qft): (ft) Reach 8450.00 PF 1. 100.00 -0.93 5.05 5.05 0.000051 0.62 161.93 42.59 0.06 Reach 8450.00 PF2 200.00 -0.93 6.21 6.22 0.000101 0.94 213.39 49.04 0.08 Reach 8450.00 PF 3. 300.00 -0.93 7.05 7.07 0.000145 1.16 258.09 57.23 0.10 Reach 8450.00 PF .4 400.00 -0.93 7.73 7.76 0.000166 1.34 303.98 68.62 0.10 Reach' 8450.00 PF5 500.00, -0.93 8.32, 8.35 0.000180, 1.50 352.06, 100.00 0.11 Reach 8450.00 PF 6 600.00 -0.93 8.84 8.88 0.000192 1.64 404.12 100.00 0.12 Reach' 8400.00, PF 1 100.00 -0.77 5.04 5.05 0.000067 0.66 152.32 45.26 0.06 Reach 8400.00", PF2 200.00 -0.77 6.20 6.22 0.000115 0.97 206.69 50,47 0.08 Reach, 8400.00 : PF 3 300.00 -0.77 7.04 7.06 0.000170 1.18 253.58 63.20 0.10 Reach 8400.00- PF4 400.00 -0.77 7.73 7.75 0.000200 1.33 306.50 82.23 0.11 Reach 8400.00 i PF5 500.00 -0.77 8.31 8.34 0.000207 1.46 360.04 100.00 0.12 Reach 8400.00 PF6 600.00 -0.771 8.83 8.87 0.0002081 1.57 412.16 100.00 0.12 Reach 8350.00 PF 1 100.00 1.60 5.04 5.05 0.000110 0.76 132.01 46.97 0.08 Reach 8350.00 PF2 200.00 1.60 6.19 6.21 0.000167 1.D4 192.99 58.79 0.10 Reach 8350.00 PF3 300.00 1.60 7.03 7.06 0.000195 1.22 245.718 65.68 0.11 Reach 8350.00 PF4 400.00 1.60 7.71 7.74 0.000227 1.37 296.06 82.69 0.12 Reach 8350.00 PF5 500.00 1.60 8.30 1 8.33 0.000232 1.46 350.42 100.001 0.12 Reach 8350.00 = PF 6 600.00 1.60 8.82 8.86 0.000227 1.581 402.59 100.00 0.131 Reach 8300.00 PF 1 100.00 0.76 5.03 5.04 0.000081 0.67 149.69 51.27 0.07 Reach 8300.00 PF2 200.00 0.76 6.19 6.20 0.000113 0.95 210.35 56.62 0.08 Reach 8300.00 PF .3 300.00 6.76 7.03 7.05 0.000135 1.17 266.79 78.91 0.10 Reach 83D0:00 PF4 400.00 0.76 7.70 7.73 0.000150 1.35 322.71 85.78 0.10 Reach 8300.00 PF5 500.00 0.76 8.29 8.32 0.000164 1.51 376.20 100.00 0.11 Reach 8300.00 PF 6 600.00 0.76 8.61 8.851 0.000174 1.65 428.18 100.00 0.11, Reach 18250.00 PF .1' 100.00 0.801 5.00 5.03 0.000471 1.49 66.91 23.44 0.16 Reach 8250.00 PF2 200.00 0.80 6.11 6.18 0.000697 2.121 94.44 25.78 0.19 Reach 8250.00 PF3 300.00 0.80 6.92 7.02 0.0008771 2.59 115.89 27.48 0.22 Reach 8250.00 PF 4 400.00 0.80 7.57 7.71 0.000984 2.93 154.50 68.78 0.24 Reach 8250.00 PF5 500.00 0.80 8.14 8.29 0.001029 3.17 194.40 78.01 0.25 Reach 8250.00 PF 6 600.00 0.80 8.66 8.82 0.001047 3.33 243.221 100.00 0.25 Reach 8200.00 PF 1 100.00 1.64 4.98 5.01 0.000362 1.28 78.20 30.08 0.141 Reach 8200.00 PF2 200.00 1.641 6.10 6.15 0.000480 1.77 113.33 34.19 0.17 Reach 18200.00 PF 3 300.00 1.64 6.91 6.98 0.000579 2.13 144.14 42.07 0.19 Reach 8200.00 PF 4 400.00 1.64 7.56 7.65 0.0006421 2.42 181.04 74.15 0.20 Reach 8200.00, PF .5 500.00 1.64 8.14 8.24 0.000645 2.62 235.99 100.00 0.20 Reach 8200.00 PF 6 600.00 1.64 8.65 8.76 0.000636 2.771 287.48 100.00 0.21 Reach 8150.00 PF 1 100.00 1.94 4.96 4.99 0.000418 1.21 83.01 43.661 0.15 Reach 8150.00 PF2 200.00 1.94 6.09 6.12 0.000402 1.48 148.54 68.74 0.15 Reach 8150.00 PF 3: 300.00 1.941 6.90 6.95 0.000385 1.69 205.53 72.16 0.16 Reach 18150.00 PF4 400.00 1.94 7.57 7.62 0.000374 1.86 267.40 100.00 0.16 Reach 8150.00 PF5 500.00 1.94 8.14 8.20 0.000367 2.00 324.98 100.00 0.16 Reach 8150.00 PF 6- 600.00 1.94 8.66 8.72 0.000363 2.13 376.69 100.00 0.16 Reach 8100.00 PF .1 100.00 1.79 4.95 4.97 0.000276 1.00 99.771 47.92 0.12 Reach 8100.00 PF2 200.00 1.79 6.08 6.10 0.000262 1.29 166.74 72.69 0.13 Reach 8100,00 PF 3 300.00 1.79 6.89 6.93 0.000264 1.50 233.73 100.00 0.13 Reach 8100.00 PF4 400.00 1.791 7.56 1 7.60 0.000266 1.67 300.16 100.00 0.14 Reach 18100.00 PF .5 500-00 1.79 8.14 8.18 0.000270 1.82 357.76 100.00 0.14 Reach 8100.00 PF6 600.00 1.79 8.65 8.71 0.000274 1.95 409.48 100.00 0.14 Reach 8050.00 PF 1 100.00 1.51 4.94 4.95 0.000217 0.88 113.59 54.85 0.11 Reach 8050.00 PF2. 200.00 1.51 6.07 6.09 0.000228 1.09 188.80 80.10 0.12 Reach 8050.00 PF 3 300.00 1.51 6.89 6.91 0.000213 1.23 265.88 loom 0.121 Reach 8050.00 PF4 400.00 1.51 7.56 7.581 0.000205 1.361 332.50 100.00 0.12 Reach 8050.00 PF5 500.00 1.511 8.13 8.17 0.000202 1.47 390.23 100.00 0.12 Reach 18050.00 PF 6. 600.00 1.51 8.65 8.69 0.000203 1.58 442.06 100.00 0.12 Reach 8000.00 PF .1 100.00 1.23 4.94 4.95 0.000134 0.71 140.33 65.05 0.09 Reach 8000.00 PF2 200.00 1.23 6.07 6.08 0.000147 0.90 225.28 93.35 0.09 Reach 8000.00 PF 3 300.00 1.23 6.89 6.90 0.000140 1.03 305.86 100.00 0.10 Reach 8000.00 PF4 400.00 1.23 7.55 7.57 0.0001401 1.16 372.541 100.00 0.10 Reach 8000.00 PF 6 500.00 1.23 8.13 8.16 0.000142 1.27 430.31 100.00 0.101 Reach 8000.00 PF6 600.00 1.23 8.65 8.68 0.000145 1.37 482.17 100.00 0.10 Reach 7950.00 PF 1 100.00 0.94 4.93 4.94 0.000073 0.56 179.93 76.77 0.06 Reach 7950.00 PF2 200.00 0.94 6.06 6.07 0.000086 0.73 274.82 91.06 0.07 Reach 7950.00 PF 3 300.00 0.94 6.88 6.90 0.000089 0.86 353.71 100.00 0.08 Reach 7950.00 PF4 -. 400.00 0.94 7.55 7.57 0.000095 0.98 420.41 100.00 0.08 Reach 7950.00 PF5 500.00 0.94 8.13 8.151 0.000100 1.09 478.21 100.00 0.08 Reach 7950.00 PF6 600.00 0.94 8.651 8.671 0.000105 1.18 530.09 100.001 0.09 Packet Page -748- 1/10/2012 Item 16.A.7. HEC -RAS Plan: Gordon River Ext River: Gordon River Reach: Reach (Continued) ' .. Reach River Sta .- :Proflle `; a Total -` Min Ch El W.S. Elan: Crit W.S. '. E.G. Elev -= E.G. Slope - Val Chnl Flow Area, - is Top Width Proude # Chi (cf) (ft) (tt) ':: (ft)' .: (ft)'' - ,(ft!(t) - (ftl : ( Qft (ft)" Reach:. 7900.00 PF 1 100.00 0.73 4.93 4.94 0.000050 0.49 203.01 78.65 0.05 Reach ;: > 7900.00 - ": PF 2 200.00 0.73 6.06 6.07 0.000065 0.67 297.87 88.55 0.06 Reach l.'- ' .: 7900.00 PF :3 300.00 0.73 6.88 6.89 0.000071 0.81 374.40 96.17 0.07 Reach = ' : 7900.00 :: PF4 400.00 0.73 7.55 7.56 0.000077 0.93 438.53 96.17 0.07 Reach:- -': 7900.00 > PF5 500.00 0.73 8.13 8.14 0.000083 1,041 494.08 96.17 0.08 Reach :: :: 7900.00. PF6 600.00 0.73 8.64 8.66 0.000088 1.141 543.96 96.17 0.08 Reach : 7850.00 .... r PF :1 100.00 0.96 4.93 4.93 0.000065 0.59 169.96 60.69 0.06 Reach V- 7850.00 PF .2 200.00 0.96 6.05 6.06 0.000091 0.82 256.54 86.46 0.08 Reach'] ", 7850.00 '- PF 3 300.00 0.96 6.87 6.89 0.000106 0.98 330.46 91.92 0.08 Reach : `..7850.00 - PF4 400.00 0.96 7.54 7.56 0.000113 1.12 391.621 91.92 0.09 Reach - = 7850.00 `. PF 5 500.00 0.96 8.11 8.141 0.000120 1.24 444.59 91.92 0.09 Reach 17850.00L I'. PF 6 - 600.00 0.96 8.63 8.66 0.000127 1.36 492.12 91.92 0.10 Reach 7800.00- PF1 100.00 0.95 4.92 4.93 0.000128 0.79 126.64 50.06 0.09 Reach:' 7800.00 :: PF2 200.00 0.95 6.04 6.06 0.000172 1.06 207.53 85.41 0.10 Reach " -: 7800.00.. PF 3... 300.00 0.95 6.86 6.88 0.000181 1.25 278.98 87.86 0.11 Reach '.. ::: 7800.00 : PF 4 400.00 0.95 7.52 7.55 0.000188 1.411 337.24 87.86 0.11 Reach -- :.: 7800.00_ PF 5 500.00 0.95 8.09 8.13 0.000196 1.55 387.69 87.86 0.12 Reach `- 7800.00 PF 6 600.00 0.95 8.61 8.65 0.000204 1.68 432.94 87.86 0.12 Reach:: 7750.00 PF 1 100.00 0.66 4.91 4.92 0.000122 0.76 130.80 50.13 0.08 Reach 7750.00 PF2 200.00 0.66 6.03 6.05 0.000159 1.03 208.08 84.28 0.10 Reach - :. 7750.00 : PF 3 300.00 0.66 6.85 6.87 0.000167 1.22 276.84 84.28 0.11 Reach 7750.00 :. PF 4 400.00 0.66 7.51 7.54 0.000176 1.38 332.68 84.28 0.11 Reach - = 7750.00 " ` PF 5 500.00 0.66 8.08 8.12 0.000186 1.53 381.02 84.281 0.12 Reach : -< 7750.00 PF 6 600.00 0.66 8.60 8.64 0.000195 1.67 424.38 84.28 0.12 Reach 7700.00 -: PF .1 100.00 0.37 4.91 4.92 0.000112 0.74 136.00 51.97 0.08 Reach -. - 7700.00' PF 2 1 200.00 0.371 6.03 6.04 0.000145 1.001 210.44 80.71 0.09 Reach 17700.00 ' - PF 3. 300.00 0.37 6.84 6.86 0.000159 1.19 276.23 80.71 0.10 Reach:,. - 7700.00 : - PF 4 400.00 0.37 7.50 7.53 0.000173 1.36 329.66 80.71 0.11 Reach` : 7700.00 `c: PF5 500.00 0.37 8.08 8.11 0.000186 1.51 375.90 80.71 0.11 Reach 7700.00 : PF 6 600.00 0.37 8.59 8.63 0.000198 1.64 417.38 80.71 0.12 Reach L 7650.00 PF 1 100.00 0.29 4.90 4.91 0.000147 0.82 121.73 47.30 0.09 Reach : - 7650.00 : PF2 200.00 0.29 6.01 6.03 0.000192 1.10 194.14 84.69 0.11 Reach..- 7650.00 PF 3 -. 300.00 0.29 6.83 6.85 0.000201 1.29 263.10 84.69 0.11 Reach '1 7650.00 PF 4 400.00 0.29 7.49 7.52 0.000213 1.451 319.09 84.69 0.12 Reach 7650.00 -' PF 5 500.00 0.29 8.06 8.101 0.000225 1.601 367.55 84.69 0.12 Reach' :. 7650.00.L- PF6 - 600.00 0.29 8.57 8.62 0.000237 1.74 411.02 84.69 0.13 Reach' 7600.00 PF1 100.00 0.39 4.88 4.90 0.000217 1.08 109.81 57.50 0.11 Reach f :: 7600.00 PF2 200.00 0.39 5.99 6.02 0.000267 1.44 192.28 95.57 0.13 Reach' 7600.00 PF3 300.00 0.39 6.80 6.84 0.000282 1.68 269.86 95.57 0.14 Reach - -'. 7600.00 . PF4 400.00 0.39 7.46 7.51 0.000298 1.89 332.81 95.57 0.14 Reach.:- : _ 7600.00 - PF 5 500.00 0.391 8.03 1 8.08 0.000314 2.07 387.27 95.57 0.15 Reach ' 7600.00 '' PF6 600.00 0.39 8.54 8.60 0.000328 2.231 436.11 95.57 0.16 Reach 7550.00 - PF 1 100.00 0.51 4.87 4.89 0.000256 1.16 103.08 59.16 0.12 Reach : - . 7550.00 PF2 200.00 0.51 5.97 6.00 0.000314 1.56 179.39 100.00 0.14 Reach 7550.00 PF 3 300.00 0.51 6.78 6.82 0.000331 1.81 260.42 100.00 0.15 Reach - 7550.00 PF4 400.00 0.51 7.44 7.49 0.000346 2.02 326.21 100.00 0.15 Reach 17550.00 '. PF 5 1 500.00 0.51 8.01 8.07 0.000360 2.20 383.13 100.00 0.16 Reach . = ''7550.00 PF6 600.00 0.51 8.52 8.591 0.000374 2.36 434.19 100.00 0.16 Reach : 7500.00 PF 1 100.00 0.63 4.85 4.88 0.000249 1.161 98.44 57.91 0.12 Reach `: 7500.00 " PF2 200.00 0.63 5.95 5.99 0.000323 1.571 168.16 74.28 0.14 Reach - 7500.00. PF 3 300.00 0.63 6.76 6.81 0.000349 1.851 245.71 100.00 0.15 Reach 7500.00 :- PF 4 400.00 0.63 7.42 7.47 0.000366 2.06 311.36 100.00 0.16 Reach 7500.00 : '. PF 5 500.00 0.63 7.99 8.05 0.000381 2.24 368.18 100.00 0.16 Reach '. 7500.00 PF 6 600.00 0.63 8.50 8.57 0.000394 2.41 419.14 100.00 0.17 Reach. 7450.00 PF 1 100.00 0.75 4.84 4.86 0.000239 1.15 93.61 56.71 0.11 Reach 7450.00 : PF2 200.00 0.75 5.941 5.97 0.000328 1.59 161.68 63.57 0.14 Reach: 7450.00 PF3 300.00 0.75 6.741 6.79 0.000365 1.88 230.99 100.00 0.15 .Reach 17450.00 "- PF4 400.00 0.75 739 7.45 0.000385 2.10 296.47 100.001 0.16 Reach. ' -. 7450:00 PFS 500.00 0.75 7.96, 8.03 0.000401 2.29 353.16 100.00 0.16 :Reach -- :: 7450.00 - PF 6 600.00 0.75 8.471 8.55 0.000415 2.46 404.02 100.00 0.17 Reach:.: 7400.00 PF1 100.00 0.87 4.83 4.85 0.000227 1.13 89.75 42.67 0.11 Reach: 7400.00 PF.2 200.00 0.871 5.92 5.96 0.000330 1.59 157.73 72.72 0.14 Reach` - .7400.00 ...PF3 30 0.00 0.87 6.72 6.77 0.000373 1.89 227.06 100.00 0.15 Reach . :: 7400.00. :.PF 4 400.00 0.87 7.37 7.43 0.000394 2.11 292.43 100.00 0.16 Reach': 7400.00 -. PF5 500.00 0.87 7.94 8.01 0.000411 2.30 349.04 100.00 0.16 Packet Page -749- 1/10/2012 Item 16.A.7. -1-- .1- M-- oh- P. pl-, r--- ph- p ... h. P-h ft`-final) Reach, River Sta Proflle;- 0 Totaf, Min Ch El W.S. Elev W.S - E. E, E.G.Slope • VelChnl, FlowArea Top Width Fro de #Chi, (cf (ft) t - (ft) -Crit (ft _LLjf!L) , (q ft (fl) Reach 7400.00 PF 6 600.00 0.87 8.45 8.52 0.000425 2.47 399.82 100.00 0.17 7M Reach , 7350.00' PF 1 100.00 0.98 4.82 4.84 0.000218 1.11 90.00 29.87 0.11 Reach 7350.00 PF2 200.00 0.98 5.90 5.94 0.000325 1.59 162.65 86.53 0.14 Reach', 7350.00 PF3 300.00 0.98 6.70, 6.75 0.000369 1.87 238.15 100.00 0.15 Reach, 17350.00 PF4 400.00 0.98 7.36 7.411 0.000387 2.08 303.49 100.00 0,15 Reach 7350.00 PF 5 500.00 0.98 7.92 7.99 0.000403 2.26 360.05 100.00 0.16 Reach 7350.00 PF 6' 600.00 0.98 8.43 8.50--- 0.000417 2.42 410.79 100.00 0.17 Reach 7300.00 PF 1 100.00 0.72 4.81 4.83 0.000223 1.12 99.40 50.37 0.11 Reach 7300.00 PF2 200.00 0.72 5.89 5.92 0.000318 1.54 181.08 100.00 0.14 Reach 7300.00 PF 3 300.00 0.72 6.69 6.73 0.000334 1.79 261.171 100.00 0.14 Reach 7300.00 PF 4 400.00 0.721 7.34 7.39 0.000350 1.99 326.48 100.00 0.15 Reach 17300.00 PF 5 1 w000 0.72 7.91 7.97 0.000365 2.17 382.99 100.00 0.16 Reach 7300.00' PF 6 600.00 0.72 8.41 8.48 0.000379 2.33 433.68 100.00 0.16 Reach 7260.00 PF :1 100.00 0.45 4.80 4.82 0.000161 0.99 125.52 63.41 0.10 Reach 7250.00 PF2 200.00 0.45 5.88 5.91 0.000228 1.38 199.92 91.77 0.12 Reach 7250.00 PF 3 300.00 0.45 6.68 6.72 0.000257 1.64, 279.36 100.00 0.13 Reach 7250.00 PF4 400.00 0.45 7.33 7.38 0.900278 1.85 344.55 100.00 0.14 Reach 7250.00 PF 5 500.00 0.461 7.90 7.951 0.000296 2.03 400.96 100.00 0.14 Reach 17250.00 PF6 600.00 0.451 8.40 8.46 0.000313 2.20 451.56 100.00 0.15 Reach'. 7200.00 PF 1': 100.00 0.04 4.79 4.81 0.000164 1.02 121.22 61.23 0.10 Reach 7200.00 PF2 200.00 0.04 5.87 5.89 0.000240 1.44 191.91 85.94 0.12 Reach 7200.00 PF3 300.00 0.04 6.66 6.70 0.000276 1.71 269.99 100.00 0.13 Reach 7200.00 PF4 400.00 0.04 7.31 7.36 0.000299 1.93 335.001 100.00 0.14 Reach 7200.00 PF 5 500.00 0.04 7.88 7.93 0.000320 2.13 391.27 100.00 0.15 Reach 7200.00 PF 6 600.00 0.04 8.38 8.44 0.000337 2.30 441,75 100.00 0.16 1 1 Reach 7150.00 PF 1 100.00 -0.421 4.79 4.80 0.000118 0.89 133.85 61-84 0.08 Reach 7150.00 PF2 200.00 -0.42 5.86 5.88 0.000183 1.29 205.21 88.04 0.11 Reach 7150.00 PF3 300.00 -0.42 6.65 6.69 0.000217 1.56 283.59 100.00 0.12 Reach 7150.00 PF4 400.00 -0.42 7.30 7.34 0.000242 1.78 348.50 100.00 0.13 Reach 7150.00 PF 6 500.00 -0.42 7.87 7.91 0.000262 1.96 404.69 100.00 0.14 Reach 7150.00 PF 6 600.00 -0.42 8.37 8.43 0.000280 2.14 455.09 100.00 0.14 Reach 7100.00 PF1 100.00 -0.87 4.79 4.80 0.000083 0.78 148.85 62.44 0,07 Reach 17100.00 PF2 200.00 -0.871 5.85 5.87 0.000137 1.15 220.30 90.26 0.091 Reach 7100.00 PF3 300.00 -0.87 6.65 6.68 0.000169 1,41 298.95 100.00 0.11 Reach 7100.00 PF4 400.00 -0.87 7.30 7.33 0.000193 1.63 363.78 100.00 0.12 Reach 7100.00 PF 5 500.00 -0.87 7.86 7.90 0.000213 1.81 419.89 100.00 0.12 Reach 7100.00 PF 6 600.00 -0.87 8.36 8.41 0.000230 1.98 470.23 100.00 0.13 Reach 7050.00 PF 1 100.00 -1.33 4.78 4.791 0.000058 0.68 165.11 61.13 0.06 Reach 7050.00 PF2 200.00 -1.33 5.85 5.87 0.000103 1.03 234.02 90.65 0.08 Reach 7050.00 PF3 300.00 -1.331 6.64 6.67 0.000131 1.29 311.35 98.07 0.09 Reach 7050.00 PF4 400.00 -1.33 7.29 7.32 0.000154 1.49 374.84 98.07 0.10 Reach 7050.00 PF5 500.00 -1.33 7.85 7.89 0.000173 1.68 429.79 98.07 0.11 Reach 7050.00 PF6 600.00 -1.33 8.35 8.40 0.000190 1.84 479.09 98.07 012 Reach 7000.00 PF 1 100.00 -1.78 4.78 4.79 0.000041 0.59 180.43 55.36 0.05 Reach 7000.00 PF2 20000 -1.78 5.851 5.861 0.000077 0.93 241.72 86.65 0.07 Reach 7000.00 PF3 300.00 -1.78 6.64 6.66 0.000104 1.18� 314.12 91.69 0.091 Reach 17000.00 PF4 400.00 -1.78 7.29 7.31 0.000126 1.39 373.38 91.69 0.10 Reach 7000.00 ` -PF5 500.00 -1.78 7.85 7.88 0.000144 1.57 424.67 91.69 0.10 Reach 7000.00 PF 6 1 600.00 -1.78 8.35 8.39 0.000161 1.74 470.68 91.69 0.11 Reach 6950.00 PF I 100.00 -2.24 4.78 4.79 0.000029 0.52 197.66 49.70 0.04 Reach 6950.00 PF2 200.00 -2.24 5.85 5.86 0.000058 0.84 251.30 60.44 0.06 Reach 6950.00 PF3 300.00 -2.24 6.64 6.66 0.066081 1.08 318.25 85.31 0.08 Reach 6950.00 PF4 400.00 -2.24 7.28 1 7.31 0.000101 1.29 373.32 85.31 0.09 Reach 6950.00 PF5 500.00 -214 7.84 7.87 0.000118 1.47 420.97 85.31 0.09 Reach 6950.00 PF6 600.00 -2.24 8.34 8.38 0.000134 1.63 463.72 85.31 0.10 Reach 6900.00 PF 1 100.00 -1.80 4.78 4.78 0.000045 0.60 170.33 52.92 0.05 Reach 6900.00 PF2 200.00 -1.60 5.84 5.85 0.000083 0.94 227.42 62.13 0.07 Reach 6900.00 PF3 300.00 -1.80 6.63 6.65 0.000110 1.19 294.59 87.62 0.09 Reach 6900.00 PF4 400.00 -1.801 7.27 7.30 0.000132 1.401 351.00 87.62 0.101 Reach 6900.00 PF 5 500.00 -1.80 7.83 7.87 0.000151 1.58 399.81 87.62 0.11 Reach 6900.00 PF6 600.00 -1.80 8.33 8.37 0.000168 1.75 443.60 87.62 0.11 Reach 16850.00 1 PF 1 100.00 0.01 4.76 4.78 0.000215 1.11 90.30 29.00 0.11 Reach 1 6850.00 1 PF2 200.00 0.01 5.80 5.84 0.000364 1.62 135.07 74.86 0.15 Reach 16850.00 IPF3 1 300.00 0.01 6.59 6.64 0.000421 1.88 209.491 97.49 0.16 Reach 16850.00 JPF4 1 400.00 0.01 7.23 7.29 0.000424 2.07 272.021 97.491 0.17 Packet Page -750- 1/10/2012 Item 16.A.7. HEC-RAS Plan: Gordon River Ext River: Gordon River Reach: Reach (Continued) Reach Rlv I er Sta Profile Q Total' Mn Ch El W.S. Elev. Crit W.S. EA Elev `:EA E.G. Slope Ve[Chni Flow Area Top-Width Frouds # Chl (cf ) (ft) MY- (ft) � - (ft/ft) (fU q ft): (ft) Reach 6850.00 PF 5 500.00 0.01 7.78 7.85 0.000429 2.25 326.16 97.49 0.17 Reach 6850.00 PF6 600.00 0.01 8.28 8.36 0.000436 2.40 374.74 97.49 0.18 Reach 680D.00: PF 1 100.00 -0.05 4.76 4.77 0.000067 0.67 148.38 42.49 0.06 Reach 6800.00 PF2 200.00 -0.05 5.81, 0.000119 1.02 210.56 84.56 0.09 Reach. 6800.00;,. PF .3 300.00 -0.05 6.59 6.621 0.000144 1.25 285.48 96.43 0.10 Reach MOM PF4 400.00 -0.05 7.24 7.27 0.000163 1.451 347.34 96.43 0.11 Reach 16800.00,,%' , PF 5 500.00 -0.05 7.79 7.83 0.000180 1.61 400.91 96.43 0.11 Reach 6800.00 PF 6- 600.00 -0.05 8.29 8.33 0.000194 1.77 448.98 96.43 0.12 Reach, 6750.00 PF 1 100.00 -0.06 4.76 4.77 0.000047 0.57 175.84 50.23 0.05 Reach 6750.00 PF2 200.00 -0.06 5.81 5.82 0.000081 0.86 246.70 80.95 0.07 Reach 6750.00 PF 3, 300.00 -0.06 6.591 6.61 0.000104 1.08 310.36 81.27 0.08 Reach 16750.00 PF 4 400.00 -O.OE 7.23 7.26 0.000123 1.26 362.47 81.27 0.09 Reach, 6760.00 PF 5, 500.00 -0.06 7.79 7.82 0.0001401 1.42 407.58 81.27 0.10 Reach 6750.00 PF 6 600.00 -0.06 6.29 8.32 0.000156 1.57 448.07 81.27 0.11 Reach 6700.00 PF .1 100.00 0.01 4.76 4.76 0.000063 0.65 152.69 43.77 0.06 Reach 6700.60 PF2 200.00 0.01 5.80 5.82 0.000108 0.98 225.17 77.85 . 0.081 Reach 6700.00 PF3 300.00 0.01 6.58 6.60 0.000137 1.22 286.41 78.55 0.10 Reach 6700.00 > PF4 400.00 0.01 7.221 7.25 0.000161 1.42 336.58 78.55 0.11 Reach 6700.00 PF "5 500.00 0.01 7.77 7.81 0.000182 1.601 380.01 78.55 0.11 Reach 16700.00 PF 6 600.00 0.01 8.27 8.31 0.000201 1.76 418.97 78.55 0.12 Reach 6650.00 PF 1 100.00 0.07 4.75 4.76 0.000092 0.78 130.44 58.15 0.07 Reach 6650.00 PF2 200.00 0.07 5.79 5.81 0.000152 1.15 205.58 74.71 0.10 Reach 6650.00 PF 3 300.00 0.07 6.57 6.59 0.000191 1.41 264.27 75.82 0.11 Reach 6650.00 PF4 400.00 0.07 7.20 7.24 0.000220 1.63 312.46 75.82 0.12 Reach 6650.00 PF 5 500.00 0.07 7.751 7.80 0.000247 1.82 354.18 75.82 0.13 Reach 6650.00 PF6 600.00 0.07 8.25 8.30 0.000272 2.00 391.59 75.62 0.14 Reach 6600.00 PF 1 100.00 0.14 4.74 1 4.75 0.000151 0.97 114.67 69.11 0.09 Reach 6600.00 PF 2 200.00 0.14 5.77 6.80 0.000234 1.38 187.24 71.59 0.12 Reach 6600.00 PF .3 Mom 0.14 6.54 6.58 0.000286 1.67 243.29 73.10 0.14 Reach 6600.00 PF 4 400.00 0.14 7.18 7.23 0.000323 1.90 289.51 73.10 0.15 Reach 6600.00 PF5 500.00 0.14 7.72 7.78 0.000357 2.11 329.49 73.10 0.15 Reach 6600.00 PF -6 600.00 0.14 8.21 8.28 0.000388 2.31 365.33 73.10 0.16 Reach 16550.00 PF 1 100.00 0.21 4.72 4.74 0.000296 1.291 100.23 65.98 0.13 Reach 6550.00 PF 2 200.00 0.21 5.74 5.78 0.000413 1.73 169.04 68.44 0.16 Reach 6550.00 PF3 300.00 0.21 6.61 6.56 0.000481 2.02 222.38 70.29 0.17 Reach 6550.00 PF4 400.00 0,21 7.14 7.20 0.000523 2.28 266.63 70.38 0.18 Reach 6550.00 PF 5 500.00 0.21 7.68 7.76 0.000563 2.50 304.88 70.38 0.19 Reach 6550.00 PF 6 600.00 0.21 8.17 826 0.000600 2.71 339.16 70.38 0-20 Reach 6500.00 PF 1 100.00 0.24 4.71 4.73 0.000178 1.00 115.12 70.89 0.10 Reach 16500.00 PF2 200.00 0.24 5.74 5.761 0.000257 1.381 189.32 74.23 0.13 Reach 6500.00 PF3 300.00 0.24 6.50 6.54 0.000292 1.64 252.72 94.03 0.14 Reach 6500.00 PF4 400.00 0.24 7.13 7.18 0.000311 1.85 315.35 100.00 0.15 Reach 6500.00 PF5 500.00 0.24 7.68 7.73 0.000326 2.03 369.87 100.00 0.15 Reach 6500.00 PF6 600._00 0.24 8.17 8.23 0.000340 2.20 418.77 100.00 0.16 Reach 6450.00 PF 1 100.00 0.25 4.70 4.72 0.000204 1.04 107.96 71.18 0.11 Reach 6450.00 PF 2 200.00 0.25 5.72 5.75 0.000270 1.41 191.02 95.39 0.13 Reach 6450;00 r PF 3 300.00 0.25 6.49 6.531 0.000288 1.65 267.15 100.00 0.14 Reach 16450.00 PF 4 400.00 0.25 7.12 7.16 0.000303 1.85 330.16 100.00 0.14 Reach 6450.00 PF 5 500.00 0.25 7.66 7.72 0.000318 2.03 384.63 100.00 015 Reach 6450.00 PF 6 600.00 0.25 8.15 8.21 0.000332 2.19 433.48 100.00 0.16 Reach 6400.00 PF :1 100.00 0.59 4.70 4.71 0.000149 0.86 130.33 75.39 0.09 Reach 6400.00 PF 2 200.00 0.59 5.721 5.74 0.000185 1.181 216.33 89.26 0.11 Reach 6400.00 PF .3 300.00 0.59 6.48 6.51 0.000205 1.41 291.48 100.00 0.12 Reach 6400.00 PF 4 400.00 0.59 7.11 7.15 0.000222 1.60 354.45 100.00 0.13 Reach 16400.00 PF5 500.00 0.59 7.66 7.70 0.000236 1.77 408.90 100.00 0-131 Reach 6400.00 PF 6 600.00 0.59 8.15 8.19 0.000250 1.93 457.73 100.00 0-141 Reach 6350.00 PF 1 100.00 0.75 4.69 4.70 0.000181 0.93 123.62 73.57 0.10 Reach 6350.00 PF2 200.00 0.75 5.70 5.73 0.000227 1.25 205.71 94.98 0.12 Reach 6350.00 PF3 300.00 0.75 6.47 6.50 0.000240 1.47 282.13 100.00 0.13 Reach 6350.00 PF4 400.00 0.75 7.10 7.14 0.000253 1.65 345.04 100.00 0.13 Reach 6350.00 PF5 500.00 0.75 7.64 7.69 0.000265 1.82 399.42 100.00 0.14 Reach 6350.00 PF6 600.00 0.75 8.13 8.18 0.000277 1.97 448.18 100.00 0.14 Reach 6300.00 PF 1 100.00 0.67 4.67 4.69 0.000220 1.00 118.291 72.2 El Reach 6300.00 PF2 ---�O-O 00� 0.671 5.69 5.71 0.000251 1.33 206.321 100. Reach 6300.00 PF 3 300.001 0.671 6.46 6.49 0.000263 1.55 283.031 101 Packet Page -751- 1/10/2012 Item 16.A.7. HEC -RAS Plan- Gordon River Ext River: Gordon River Reach: Reach fContinuedl ;r Reach : ::River Sta Profile' ' Q Total - `: Min Ch El ,!' W.S. Elevd brk W.S. E.G. Elev :, EA Slope '' -Val Chnl .':Flow Area' -: Top Width ;.. Froude. #Chi 'f, (ft) (ft) y: (ft) 1 ' (ftft)' " ;(fU Reach ': "; 6300.00 PF4: " 400.00 0.67 7.08 7.12 0.000276 1.75 345.84 100.00 0.14. Reach! -: - `. 6300.00 PF 51;-1- 500.00 0.67 7.63 7.67 0.000290 1.92 400.12 100.00 0.14 Reach - 6300.00 PF 6:' 600.00 0.67 8.11 8.17 0.000303 2.08 448.78 100.00 0.15'x. Reach -: 6250.00 PF 1:'" 100.00 0.58 4.66 4.68 0.000230 1.06 117.02 79.33 0.11 Reach -z ? <6250.00 PF2:. 200.00 0.58 5.67 5.70 0.000260 1.391 211.93 100.00 0.13 Reach -" : 6250.00 PF3: ", 300.00 0.58 6.44 6.47 0.000275 1.63 288.56 100.00 0.14 Reach := :.:6250.00 PF4! .:r 400.00 0.58 7.07 7.11 0.000291 1.83 351.26 100.00 0.14 Reach 6250.00: PF 5! 500.00 0.58 7.61 7.66 0.000307 2.01 405.43 100.00 0.15 Reach': ,- .6250.00 PF 6- 600.00 0.58 8.09 8.15 0.000322 2.16 453.99 100.00 0.16 Reach `:" 6200.00 PF 1 100.00 0.64 4.65 4.671 0.000199 1.03 132.20 98.261 0.11 Reach ' 6200.00 PF 2 200.00 0.641 5.66 5.691 0.000229 1.35 233.30 100.00 0.12 Reach -'- : 6200.00 PF 3 300.00 0.64 6.43 6.46 0.000249 1.59 309.85 100.00 0.13 Reach '- - 6200.00 PF4 400.00 0.64 7.06 7.09 0.000268 1.80 372.48 100.00 0.14 Reach - 6200.00 " PF:5 500.00 0.64 7.60 7.64 0.000287 1.99 426.56 100.00 0.15 Reach 6200.00 : PF 6:. 600.00 0.64 8.08 8.13 0.000304 2.16 475.05 100.00 0.15 Reach' 6150.00 PF 1- 100.00 0.80 4.64 4.66 0.000169 0.96 152.69 100.00 0.10, Reach -.. "6150.00 '- PF:2 200.00 0.80 5.66 5.68 0.000198 1.27 253.73 100.00 0.11 Reach : 6150.00 PF3: 300.00 0.80 6.421 6.451 0.000220 1.51 330.22 100.00 0.12 Reach' : 6150.00 PF4 400.00 0.80 7.05 7.08 0.000240 1.72 392.76 100.00 0.13 Reach JJ:6150.00 PF5 500.00 0.80 7.59 7.63 0.000259 1.90 446.78 100.00 0.14 Reach '+ - .6150.00 PF 6 600.00 0.80 8.07 8.12 0.000277 2.08 495.19 100.00 0.15 Reach' 6100.00 PF .1. 100.00 0.78 4.63 4.65 0.000217 1.01 140.65 62.03 0.11 Reach !6100.00 PF2( 200.00 0.78 5.64 5.66 0.000266 1.32 226.82 88.94 0.13 Reach.' : 6100.00 - PF 3: 300.00 0.781 6.41 6.44 0.000295 1.53 296.75 94.18 0.14 Reach:- 6100.00 PF4 400.00 0.78 7.03 7.07 0.000320 1.71 356.95 98.44 0.15 Reach 6100.00 PF.5 500.00 0.78 7.57 7.61 0.000333 1.87 410.78 100.00 0.15 Reach'. 6100.00 PF.6 600.00 0.78 8.06 8.10 0.000341 2.02 459.18 100.00 0.16 Reach.: : 6050.00 PF 1 100.00 0.70 4.62 4.64 0.0002531 1.09 124.92 67.26 0.12 Reach : 6050.00 '- PF .2 200.00 0.70 5.62 5.65 0.000320 1.441 194.00 70.58 0.14 Reach 6050.00 PF 3: 300.00 0.70 6.38 6.42 0.000363 1.691 248.53 73.09 0.15 Reach +. -' 6050.00 PF4 - 400.00 0.701 7.00 7.05 0.000400 1.90 294.55 75,151 0.16 Reach = : 6050.00 : PF 5- 500.00 0.70 7.54 7.59 0.000432 2.08 335.35 76.92 0.17 Reach': 6050.00 PF 6: 600.00 0.70 8.02 8.08 0.000459 2.23 372.76 78.51 0.18 Reach " 6000.00 PF 1' 100.00 0.47 4.60 4.62 0.000350 1.28 96.32 59.18 0.14 Reach 16000.00 '. PF .2 200.00 0.47 5.59 5.63 0.000451 130 156.53 62.22 0.17 .Reach ": 6000.00 PF3 300.00 0.47 6.34 6.39 0.000509 1.99 204.21 64.54 0.18 Reach :: 6000.00 PF4 400.00 0.47 6.95 7.02 0.000558 2.221 244.46 66.42 0.19 Reach - 6000.00 PF.5: 500.00 0.471 7.49 7.56 0.000600 2.42 280.18 68.16 0.20 Reach : '. 6000.00 PF6 600.00 0.47 7.96 8.05 0.000635 2.60 313.35 71.08 0.21 Reach -. 5950.00 PF 1 100.00 0.20 4.58 4.60 0.000377 1.07 93.48 50.13 0.14 Reach <' - 5950.00 PF2 200.00 0.20 5.57 5.60 0.000390 1.38 144.71 53.17 0.15 Reach - -. "5950.00 PF3 - 300.00 0.20 6.33 6.37 0.000412 1.62 185.54 55.48 0.16 Reach - - 5950.00 : PF 4 400.00 0.20 6.94 6.99 0.000439 1.82 220.72 59.16 0.16 Reach' -: 5950.00 PF 5 500.00 0.20 7.47 7.53 0.000457 1.99 252.751 61.47 0.17 Reach `: : 5950.00 PF 6' 600.00 0.201 Z95 8-021 0.000475 2.15 282.47 63.45 0.17 Reach 5900.00 PF 1' 100.00 -0.06 4.57 4.59 0.000215 1.10 94.52 39.37 0.11 Reach.:' 5900.00 PF2'. 200.00 -0.06 5.54 5.58 0.000344 1.63 133.65 41.39 0.15 Reach 5900.00 PF 3? 300.00 -0.06 628 6.34 0.000441 2.03 165.29 44.46 0.17 Reach: 5900.00 JPF4 r. 400.00 -0.06 6.88 6.96 0.000525 2.36 192.68 46.96 0.19 Reach 5900.00 PF.5: 500.00 -0.06 7.40 7.50 0.000591 2.661 218.63 56.96 0.20 Reach -. 5900.00 PF 6 600.00 -0.06 7.86 7.99 0.000641 2.93 248.25 71.13 0.21 Reach -: - 5650.00 PF 1`- 100.00 -0.25 4.56 4.581 0.000207 1.13 88.41 26.22 0.11 Reach 5850.00 -. PF 2 ". 200.00 -0.25 5.52 5.57 0.000397 1.76 115.92 34.031 0.15 Reach - 5850.00 PF 3J 300.00 -0.25 6.24 6.32 0.000534 2.23 147.41 52.99 0.18 Reach : :. 5850.00 : PF4 400.00 -0.25 6.83 6.93 0.000645 2.61 182.57 62.67 0.20 Reach 5850.00 PF 5'. 500.00 -0.25 7.34 7.47 0.000733 2.92 214.59 62.67 0.21 Reach' : 5850.00 PF6. 600.00 -0.25 7.80 7.95 0.000810 3.191 243.33 62.67 0.22 Reach: 5800.00 PF 1:' 100.001 0.08 4.55 4.56 0.000162 0.95 118.68 54.78 0.10 Reach.: 5800.00 PF2: 200.00 0.081 5.52 5.54 0.000251 1.40 179.68 65.52 0.12 Reach :': ' 5800.00 PF 3:i 300.00 0.08 6.24 6.29 0.000312 1.72 227.50 65.52 0.14 Reach ,; '` 5800.00 PF4 400.00 0.08 6.84 6.89 0.000366 1.99 266.46 65.52 0.15 Reach . 5800.00 PF 5. 500.00 0.08 7.35 7.42 0.000415 2.24 300.17 65.52 0.16 Reach ` ! 5800.00 PF 6: 600.00 0.08 7.82 7.90 0.000460 2.46 330.45 65.52 0.17 Reach `` 5750.00 PF 1': 100.00 0.42 4.55 4.56 0.000101 0.79 148.94 68.37 0.08 Reach 5750.00 IPF2 : 200.00 0.42 5.51 5.53 0.000153 1.16 214.881 68.37 0.10 Packet Page -752- 1/10/2012 Item 16.A.7. u er_oee Dhm nn.d- Di•.nr - On.nr 1-- Oh- M..- Dnen6 /Conlin... i1 Packet Page -753- :River Sta -: Profile " - "0 Total - . Min Ch EI :: W.S. Elev:: Cr@ WAS.. - E.G. Elev :- % .E.G. Slope .:.Val Chnl '- Flow Area t - Top Width =- Froutle # Chi (cf : =.. ' (ft (ft) '; (ft) -: , , ;: (ft '. "_ ' = (ftRt) '' (fV _ ( 9 ft (ft 5750.00 PF3' 300.00 0.42 6.24 6.27 0.000192 1.44 264.76 68.37 0.12 VReach,'� 5750.00: ' PF 4: 400.00 0.42 6.84 6.88 0.000226 1.69 305.40 68.37 0.13 5750.00 PF5 500.00 0.42 7.35 7.40 0.000256 1.91 340.58 68.37 0.14 5750.00' : PF 6: 600.00 0.42 7.81 7.87 0.000284 2.12 372.16 68.37 0.15 Reach 15700.00, PF 1:': 100.00 0.47 4.54 4.55 0.000132 0.881 129.66 66.98 0.09 Reach -:. - ':5700.00 PF2 200.00 0.47 5.50 5.52 0.000194 1.28 193.92 66.98 0.11 Reach !! :5700.00 PF3 300.00 0.47 6.22 6.26 0.000238 1.58 242.52 66.98 0.13 Reach =: 5700.00 - PF4 400.00 0.47 6.81 6.86 0.000277 1.84 282.11 66.98 0.14 Reach = i 5700.00 PF 5 500.00 0.47 7.33 7.39 0.000312 2.08 316.34 66.98 0.15 Reach 'i ': - 5700.00 - PF 6 600.00 0.47 7.78 7.86 0.000343 2.29 347.08 66.98 0.16 Reach ! 5650.00 PF .1 100.00 0.51 4.531 4.541 0.000174 0.97 114.65 65.59 0.10 Reach 15650.00 -; PF2 1 200.00 0.51 5.48 5.51 0.0002461 1.40 177.21 65.59 0.13 Reach -, =: 5650.00 PF 3' 300.00 0.51 6.20 6.25 0.000295 1.72 224.54 65.59 0.14 Reach = ' - 5650,00 > PF 4: 400.00 0.51 6.79 6.85 0.000339 1.99 263.05 65.59 0.15 Reach!: °' 5650.00 PF 5. 500.00 0.51 7.30 7.37 0.000377 2.24 296.36 65.59 0.17 Reach': 5650.00 "- PF 6 600.00 0.51 7.75 7.84 0.000412 2.46 326.24 65.59 0.18 Reach. - 5600.00 PF 1'< 100.00 0.56 4.51 1 4.53 0.000269 1.07 103.87 64.191 0.12 Reach -.. -. 5600.00 PF2 200.00 0.56 5.46 5.50 0.000335 1.46 164.88 64.19 0.14 Reach : 5600.00 - PF3 300.00 0.56 6.18 6.23 0.000383 1.76 211.06 64.19 0.15 Reach - '.': 5600.00: PF4 1 400.00 0.56 6.77 6.83 0.000430 2.02 248.64 64.19 0.16 Reach' ;' 5600.00 PF 5- 500.00 0.56 7.28 7.35 0.000473 2.25 281.13 64.19 0.17 Reach - " 5600.00 PF 6 600.00 0.56 7.73 7.81 0.000513 2.46 310.30 64.19 0.18 Reach'- - 5550.00 PF1 100.00 0.51 4.50 4.52 0.000259 1.12 103.761 63.45 0.12 Reach - - 5550.00 PF 2 200.00 0.51 5.44 5.48 0.000353 1.57 163.64 63.45 0.15 Reach 15550.00 PF3 300.001 0.51 6.16 6.21 0.000420 1.91 208.97 63.45 0.16 Reach " - 5550.00 PF4 400.00 0.511 6.74 6.80 0.000481 2.19 245.82 63.45 0.17 Reach : 5550.00 ", : PF 5 500.00 0.51 7.24 7.32 0.000537 2.45 277.66 63.45 0.18 Reach:::: 5550.00 - -. PF 6 - 600.00 0.51 7.69 7.79 0.000589 2.68 306.21 63.45 0.19 Reach 5500.00 PF .1 100.00 0.34 4.49 4.51 0.000217 1.06 110.82 63.46 0.11 Reach'! ::: 5500.00 PF 2 200.00 0.34 5.43 5.46 0.000311 1.51 170.45 63.46 0.14 Reach `: 5500.00 PF 3 300.00 0.34 6.14 6.19 0.000379 1.85 215.59 63.46 0.15 Reach 15500.00 :: PF4 400.00 0.34 6.72 6.78 0.000441 2.13 252.26 63.46 0.17 Reach - 5500.00 - PF5 500.00 0.34 7.22 7.29 0.000498 2.39 283.94 63.46 0.18 Reach -.< :: 5500.00 PF 6 600.00 0.34 7.66 7.76 0.000550 2.62 312.34 63.46 0.19 Reach 5450.00 PF 1 100.00 0.18 4.48 4.50 0.000181 1.001 117.66 63.47 0.10 Reach:: -: " 5450.00 PF2 200.00 0.18 5.42 5.45 0.000274 1.45 177.02 63.47 0.13 Reach; 5450.00 ::. PF 3. 300.00 0.18 6.12 6.17 0.000342 1.79 221.97 63.47 0.15 Reach `:'. 5450.00 '. PF4 400.00 0.18 6.70 6.76 0.000404 2.08 258.46 63.47 0.16 Reach 15450.00 :. PF 5 500.00 0.18 7.20 7.27 0.000461 2.33 289.98 63.47 0.17 Reach -. 5450.00 ' PF 6 600.00 0.18 7.64 7.731 0.000513 2.57 318.23 63.47 0.18 Reach <`. 5400.00 r PF 1: 100.00 0.02 4.47 0.000152 0.95 124.52 63.48 0.09 Reach - ': 5400.00 - PF2 200.00 0.02 5.40 0.000241 1.39 183.63 63.48 0.12 Reach': "- 5400.00 ` PF 3 300.00 0.02 6.11 07.70 0.000308 1.73 228.39 63.48 0.14 Reach - 5400.00 -:: PF4 400.00 0.02 6.68 0.000369 2.02 264.71 63.48 0.15 Reach c:. : : 5400.00 : PF 5 500.00 0.02 7.18 0.000426 2.28 296.06 63.48 0.17 Reach':' 5400.00 - PF 6 600.00 0.02 7.62 0.000477 2.51 324.16 63.48 0.18 Reach - : 5350.00 PF 1 100.00 -0.05 4.47 4.48 0.000140 0.92 128.55 63.50 0.09 Reach -:'. .�:. 5350.00 PF2 200.00 -0.05 5.39 5.42 0.000228 1.37 187.42 63.50 0.12 Reach:; 5350:00 :: PF3 300.00 -0.05 6.10 6.14 0.000295 1.71 231.99 63.50 0.14 Reach' -` 5350.00 PF4 400.00 -0.05 6.66 6.72 0.000356 2.00 268.13 63.50 0.15 Reach.: 5350.00 : -'PF5 500.00 -0.05 7.16 7.22 0.000412 2.251 299.31 63.50 0.16 Reach - 5350.00 PF 6 _- 600.00 -0.05 7.60 7.68 0.000464 2.49 327.26 63.50 0.17 Reach 5300.00 PF 1 100.00 -0.11 4.46 1 4.47 0.000132 0.91 130.33 63.53 0.09 Reach:: : 5300.00 - PF 2 1 200.00 -0.11 5.38 5.41 0.000219 1.35 188.96 63.53 0.12 Reach 5300.00 PF3 300.00 -0.11 6.08 6.12 0.000287 1.69 233.33 63.53 0.13 Reach`: ': 5300.00 -PF4 400.00 -0.11 6.65 6.70 0.000348 1.98 269.30 63.53 0.15 Reach': ': 5300.00 ` PF 5' 500.00 -0.11 7.14 7.20 0.000405 2.24 300.32 63.53 0.16 Reach ' 5300.00 -: PF 6 600.00 -0.11 7.57 7.66 0.000457 2.481 328.12 6153 0.17 Reach - 5250.00 PF1 100.00 -0.18 4.451 4.47 0.000129 0.91 126.19 60.471 0.09 Reach:- ', 5250.00 PF2 200.00 -0.18 5.37 5.40 0.000219 1.36 - 184.25 63.55 0.12 Reach < :5250.00 : PF 3: 300.00 -0.18 6.07 6.11 0.000289 1.70 228.39 63.55 0.13 Reach 5250.00 PF4 400.00 -0.18 6.63 6.68 0.000352 2.00 264.14 63.55 - 0.15 Reach s 5250.00 :: PF 5 500.00 -0.16 7.11 7.18 0.000410 2.26 294.96 63.551 0.16 Reach ' 5250.00 - PF 6' 600.00 -0.18 7.55 7.63 0.000463 2.50 322.57 63.55 0.17 Reach 15200.00 PF 1 100.00 -0.25 4.45 4.46 0.000129 0.901 118.981 51.201 0.09 Packet Page -753- 1/10/2012 Item 16.A.7. HEC-RAS Plan: Gordon River Ext River: Gordon River Reach: Reach (Continued) Reach River Sta Profile, Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G, Slope,-, VelChnl 'FlowArea TopWidth Frouda#Chl �Rsach (of (ft) (ft):,, (ft) (ft) (ftTt): (ftf q ft)',, (ft)',": Reach 5200.00 PF2, 200.00 -0.25 5.36 5.39 0.000226 1.38 172.76 63.58 0.12 5200.00 PF 3 300.00 -0.25 6.05 6.09 0.000299 1.73 216.63 63.58 0.14 Reach 5200.00 PF 4,, 400.00 -0.25 6.61 6.67 0.000364 2.03 252.14 63.58 0.15 Reach, 2 6200.00,� PF 5' 500.00 -0.25 7.09 7.16 0.000424 2.29 282.74 63.58 0.17 Reach'.. 6200.00:" PF6 600.00 -0.25 7.52, 7.61 0.000479 2.53 310.14 63.58 0.18, Reach S 5150.00 PlFl 100.00 -0.24 4.44 4.45 0.0001661 0.94 107.47 42.03 0.10 Reach 5150.00,:,,, PF2' 200.00 -0.24 5.34 5.37 0,000272 1.41 153.03 58.65 0.13 Reach: 5150.00,' ': PF3 300.00 -0.24 6.03 6.08 0.000347 1.76 195.42 62.45 0.15 Reach 5160.00', PF 4, 400.00 -0.24 6.58 6.65 0.000412 2.06 230.04 62.45 0.16 Reach 5150.00'i:", PF 5 500.00 -0.24 7.06 7.14 0.000471 2.32 259.87 62.45 0.17 Reach 5150.00 PF6," ... 600.00 -0.24 7.49 7.58 0.000525 2.56 286.57 62.45 0.18 Reach 5100.00 PF :1 100.00 -0.23 4.43 4.441 0.000216 1.01 98.66 37.10 0.11 Reach 15100.00 PF2 200.00 -0.23 5.32 5.36 0.000363 1.48 136.63 49.54 0.14 Reach x 15100.00, PF 3 300.00 -0.23 6.00 6.06 0.000436 1.83 174.57 61.25 0.16 Reach 5100.00 PF4 400.00 -0.23 6.55 6.62 0.000498 2.11 208.29 61.25 0.18 Reach: 5100.00 PF6 500.00 -0.23 7.03 7.11 0.000553 2.36 237.34 61.25 0.19 Reach 5100.00 PF 6 600.00 -0.23 7.45 7.55 0.000603 2.59 263.351 61.25 6.20 Reach 5050.00 PF .1: 1 100.00 -0.161 4.41 4.43 0.000222 1.04 96.45 35.431 0.11 Reach < 5050.00 PF2 200.00 -0.16 5.30 5.34 0.000362 1.55 131.15 43.17 0.15 Reach 6050.00 PF 3 300.00 -0.16 5.97 1 6.03 0.000460 1.94 162.88 52.79 0.17 Reach 15050,00 PF4 400.00 -0.16 6.52 6.60 0.0005441 2.27 194.17 61.19 0.18 Reach 5050.00 PF 5 500.00 -0.16 6.98 7.08 0.000615 2.55 222.78 61.19 0.20 Reach 5050.00 PF .6- 600.00 -0.16 7.40 7.52 0.000678 2.80 248.41 61.19 0.21 Reach 5000.00 PF 1 100.00 -0.06 4.40 4.42 0.000220 1.03 j 96.97 35.72 0.111 Reach 5000,00 PF2 200.00 .0.061 5.28 5.32 0.000401 1.531 130.97 41.49 0.151 Reach 5000.00 PF3 1 300.00 -0.061 5.95 6.01 0.000497 1.88 160.46 47.13 0.171 Reach 5000.00 PF 4 400.00 -0.06 6.49 6.57 0.000569 2.18 187.35 53.48 0.19 Reach 15000.00 PF 5 500.00 -0.06 6.96 1 7.05 0.000633 2.45 214.19 61.60 0.20 Reach 5000.00 PF 6 600.00 -0.06 7.37 7.48 0.000687 2.69 239,86 61.60 0.21 Reach 4950.00 PF 1 100.00 0.04 4.39 4.41 0.000197 1.04 97.13 35.98 0.11 Reach 4950.00 PF2 200.00 0.04 5.26 5.30 0.000345 1.60 130.88 41.67 0.14 Reach 4950.00 PF 3'. 300.00 0.04 5.92 5.98 0.000463 2.04 159.70 45.98 0.17 Reach 4950.00 PF 4 1 400.00 0.041 6.45 6.54 0.000572 2.41 184.94 49.61 0.191 Reach 4950.00 PF 5' 500.00 0.04 6.90 7.02 0.000672 2.75 208.40 53.86 0.21 Reach 4950.00 PF6r 600.00 0.04 7.31 7.45 0.000766 3.05 231.16 59.58 0.22 Reach 4900.00 PF 1 100.00 0.14 4.38 4.40 0.000202 1.04 96.97 36.28 0.11 Reach 4900.00 PF 2: 200.00 0.14 5.24 5.28 0.000350 1.60 130.67 41.92 0.14 Reach 4900.00 PF 3 300.00 014 5.90 5.96 0.000469 2.041 159.38 46.18 0.17 Reach 4900.00 PF4f 400.00 0.14 6.42 6.51 0.000578 2.41 184.45 49.61 0.19 Reach 4900.00 PF -5 500.00 0.14 6.87 6.98 0.000679 2.74 207.36 52.541 0.21 Reach 1. 4900.00 PF6 600.00 0.14 7.27 7.411 0.000770 3.04 228.92 55.16 0.22 Reach 4866.00 PF 1 100.00 0.19 4.37 4.39 0.000243 1.06 96.30 43.42 0.12 Reach 4850.00 PF 2 ": 200.00 0.19 '2� 5.27 0.000367 1.58 134.50 45.78 0.15 Reach 4850.00 PF3 300.00 0.19 i 88 5.94 0.000459 1.98 164.89 48.61 0.17 Reach > > 4850.00 PF 4 400.00 0.19 6.401 6.48 0.000541 2.341 191.06 52.02 0.19 Reach 4850.00 PF 5 500.001 0.19 6.84 6.95 0.000615 2.65 214.89 54.94 0.21 Reach 4850.00 PF6 600.00 0.19 724 737 0.000681 2.93 237.27 57.54 0.22 Reach -' 4800.00 PF :1:. 100.00 0.24 4.36 4.38 0.000233 1.13 90.20 41.26 0.12 Reach 4800.00 PF2 200.00 0.24 5.20 5.25 0.000386 1.72 133.67 55.07 0.16 Reach 4800.00 PF 3: 300.00 0.24 5.84 5.91 0.000493 2.16 169.50 56.83 0.18 Reach 4800.00 PF4 400.00 0.24 6.36 6.45 0.000588 2.54 199.05 58.24 0.20 Reach 4800.00 PF 5 500.00 0.24 6.79 6.91 0.0006741 2.87 224.92 59.46 Reach 4800.00 PF6 600.00 0.241 7.19 7.33 0.000751 3.18 248.46 60.541 -0.22" 0.23 1 1 Reach 4750.00 PF 1 100.00 0.30 4.34 4.36 0.000271 1.20 84.03 34.22 0.12 Reach 14750.00 PF .2. 200.00 0.30 5.17 5.22 0.000454 1.84 124.52 63.08 0.17 Reach 4750.00 PF 3 300.00 0.30 5.81 5.88 0.000567 2.28 165.83 66.12 0.19 Reach 4750.00 PF4 400.00 0.30 6.32 6.42 0.000663 2.65 199.84 67.53 0.21 Reach 4750.00 PF 5 500.00 0.30 6.751 6.88 0.000746 2.981 229.5_0 68.12 0.23 Reach 4750.00 PF 6 600.001 0.30 7.14 7.29 0.000819 3.27 256.07 68.12 0.24 Reach 4700.00 PF '1. 100.00 0.35 4.32 4.35 0.000332 1.29 78.87 34.85 0.14 Reach 4700.00 PF2 200.00 0.35 5.14 5.20 0.000551 1.95 114.02 53.30 0.18 Reach, 4700.00 PF 3" 300.00 0.35 5.76 5.85 0.000693 2.44 152.34 69.91 0.21 Reach 4700.00 PF4 400.00 0.35 6.26 6.38 0.000796 2.82 187.50 70.03 0.23 Reach 4700.00 PF 5 500.00 0.35 6.70 6. �84 0.000884 3.15 217.64 70.03 0.25 Reach 4700.00 PF 6 600.00 0.35 7.08 1 7.25 0.0009621 3.45 244.58 70.03 0.26 Packet Page -754- 1/10/2012 Item 16.A.7. uor_oee oi�,.• r_...d,.., o.,e, o.n o�..e.• r_...d.... o.,e, oe�,.ti• oe�..�. ir..�x..��eni -Reach >.RiverSta :: :Profile" -:- QTotal.,.::_ Min ChEI':'W.S.Elev CrftW.S. "E.G.Elev-- E.G.Slope :.:Val Chnl. Flow Area Top Width Froude #Chi I (cf) (tt (ft) .:' (ft) : (ft) ! ':. Pit) . (fl/ c ( q tt) '. (ft) f Reach '` - 4650.00 PF:1: 100.00 0.39 4.30 4.33 0.000400 1.39 71.99 26.27 0.15 Reach : ' 4650.00 '. PF 2, : 200.00 0.39 5.10 5.17 0.000694 2.13 97.06 39.74 0.20 Reach -. ' 4650.00 �' PF 3. 300.00 0.39 5.70 5.81 0.000891 2.69 126.03 58.18 0.24 Reach.: : 4650.00' PF4 400.00 0.39 6.18 6.33 0.001044 3.14 158.12 71.40 0.26 Reach , ' 4650.00 , PF 5 500.00 0.39 6.60 6.78 0.001154 3.50 188.26 72.03 0.28 Reach :: ' 4650.00 - PF 6 1 600.00 0.391 6.98 7.19 0.001246 3.821 215.27 72.03 0.29 Reach'?' 4600.00 PF 1 100.00 0.44 427 4.31 0.000466 1.48 67.36 24.80 0.16 Reach" - 4600.00 ." PF.2 200.00 0.44 5.05 5.13 0.000855 2.29 88.52 33.88 0.22 Reach - 4600.00 :: PF 3 300.00 0.44 5.63 5.76 0.001098 2.89 114.70 55.64 0.26 Reach's; 4600.00 PF4 400.00 0.44 6.10 6.27 0.001285 3.37 144.70 70.71 0.28 Reach :' `4600.00" ': PF 5 500.00 0.44 6.51 6.72 0.001415 3.75 173.93 72.47 0.30 Reach '. 4600.00 -: PF 6 600.00 0.44 6.88 7.121 0.001519 4.09 200.79 74.02 0.32 Reach', : 4550.00 PF 1 100.00 0.491 4.24 4.28 0.0005291 1.57 63.83 23.75 0.17 Reach': 4550.00 -' PF2 200.00 0.49 4.99 5.08 0.001010 2.43 84.83 40.36 0.24 Reach`:' 4550.00 ' ` PF 3 300.00 0.49 5.56 5.70 0.001295 3.04 114.60 64.93 0.28 Reach'- ' 4550.00 :' PF 4 400.00 0.49 6.02 6.20 0.001468 3.49 145.95 69.06 0.30 Reach :. : 4550.00 >.. PF5 500.00 0.49 6.43 6.64 0.001599 3.87 174.23 71.59 0.32 Reach - 4550.00 ': PF6 600.00 0.49 6.79 7.04 0.001703 4.20 200.46 73.28 0.33 Reach 14500.00 PF 1 100.00 0.63 4.21 4.25 0.000610 1.61 67.97 52.68 0.18 Reach a :. 4500.00 PF 2 200.00 0.63 4.95 5.03 0.000980 2.331 112.62 64.46 0.24 Reach : :. 4500.00 5.. PF 3 300.00 0.63 5.52 5.63 0.001166 2.79 149.68 65.27 0.26 Reach: :: 4500.00 -- PF4. 400.00 0.63 5.98 6.121 0.001319 3.17 180.17 65.94 0.28 Reach - ::.4500.00 ' :. PF5 500.00 0.63 6.39 6.551 0.001448 3.49 206.911 69.11 0.30 Reach' -. 4500.00 :' PF 6 600.00 0.63 6.75 6.941 0.001528 3.79 232.34 71.38 0.31 Reach ° - 4450.00 PF .1 100.00 0.77 4.18 4.221 0.000714 1.67 76.62 55.24 0.19 Reach) - .4450.00 -' PF2 200.00 0.77 4.90 4.97 0.001074 2.34 121.38 64.69 0.24 Reach :- '4450.00 ': PF3 300.00 0.77 5.46 5.57 0.001251 2.77 158.25 65.89 0.27 Reach: : 4450.00 <, PF4 400.00 0.77 5.92 6.05 0.001395 3.13 188.68 66.69 0.29 Reach - 4450.00 : PF 5 500.00 0.77 6.32 6.47 0.001515 3.451 215.34 67.26 0.31 Reach - 4450.00 - PF 6'. ` 600.00 0.77 6.68 6.85 0.001619 3.73 239.59 67.78 0.32 Reach ". 4400.00 PF 1 100.00 0.91 4.14 4.18 0.000869 1.77 75.42 57.08 0.21 Reach: P' 4400.00 .: PF 2 200.00 0.91 4.84 4.921 0.001252 2.45 119.05 63.87 0.26 Reach:: :_: 4400.00 PF3 300.00 0.91 5.39 5.50 0.001436 2.89 154.81 65.04 0.29 Reach.. '- .4400.00 ,`- PF4 400.00 0.91 5.84 5.97 0.001597 3.26 184.31 66.00 0.31 Reach: 4400.00 ' PF 5 500.00 0.91 6.23 6.39 0.001735 3.58 210.28 66.82 0.33 Reach: - .4400.00' PF 6 600.00 0.91 6.59 6.77 0.001852 3.861 234.02 67.57 0.34 Reach 14350.00 ` PF1 100.00 0.96 4.091 4.14 0.000882 1.76 79.46 59.09 0.21 Reach - ` 4350.00 I. PF2 200.00 0.96 4.78 4.85 0.001267 2.44 122.20 63.751 0.26 Reach :' 4350.00. < PF 3.. 300.00 0.96 5.32 5.42 0.001459 2.88 157.28 64.91 0.29 Reach':: - 4350.00 :. PF4 400.00 0.96 5.76 5.89 0.001629 3.25 186.15 65.86 0.31 Reach' - '! 4350.00 : PF 5 500.00 0.96 6.15 6.30 0.001776 3.58 211.58 66.68 0.33 Reach - 4350.00 - PF 6. 600.00 0.96 6.49 6.67 0.001900 3.87 234.83 67.42 0.34 Reach 4300.00 PF .1 100.00 0.82 4.06 4.10 0.000673 1.58 86.38 61.31 0.19 Reach "4300.00 -.. PF2 200.00 0.82 4-731 4.79 0.001032 2.251 129.03_L__ 65.06 0.24 Reach; : 4300.00 :: PF3 300.00 0.82 5.26 5.35 0.001227 2.69 164.21 66.20 0.27 .Reach - 4300.00 :. PF 4 400.00 0.82 5.69 5.81 0.001398 3.07 193.11 67.10 0.29 Reach' :.'4300.00 PF5 500.00 0.82 6.07 6.21 0.001532 3.41 218.45 67.50 0.31 Reach >. 4300.00 PF 6 600.00 0.82 6.41 6.58 0.001649 3.70 241.49 67.86 0.32 Reach : : : 4250.00 PF 1 100.00 0.68 4.04 4.07 0.000494 1.44 91.54 62.54 0.16 Reach :' 4250.00 ! :. PF .2 200.00 0.68 4.68 4.74 0.000822 2.12 133.04 64.50 0.22 Reach:: ..':4250:00 : ;. PF.3 1 300.00 0.681 5.21 5.30 0.001026 2.60 167.03 65.05 0.25 Reach : - 4250.00 - PF4 400.00 0.68 5.63 5.75 0.0012061 3.01 194.65 65.49 0.27 Reach:: 4250.00 -' PF 5 500.00 0.68 6.00 6.14 0.001352 3.37 219.40 67.98 0.29 Reach :.- 4250.00 -: PF6 600.00 0.68 6.33 6.50 0.001471 3.70 241.91 67.98 0.31 Reach' 4200.00 PF 1 100.00 0.59 4.01 4.04 0.000482 1.46 81.84 58.46 0.16 Reach` :`4200.00' PF2 200.00 0.59 4.63 4.70 0.000871 2.22 121.00 63.28 0.22 Reach';: <.4200.00 PF3 300.00 0.59 5.14 5.24 0.001118 2.74 153.08 63.28 0.25 Reach - 4200.00 PF 4 400.001 02 5.54 5.681 0.001342 3.201 178.81 63.28 0.28 Reach ::. ": 4200.00. ':: PF 5. 500.001 0.59 5.90 6.07 0.001542 3.60 201.201 63.28 0.30 Reach :. 4200.00 PF 6.. 600.00 0.59 6.22 6.42 0.001724 3.96 221.34 63.28 0.32 Reach i 4150.00 PF 1' 100.00 0.66 3.97 4.01 0.000603 1.59 68.40 48.15 0.18 Reach. - - .4150.00 : PF2 200.00 0.66 4.56 4.65 0.001083 2.44 105.90 66.07 0.25 Reach- ' 4150.00 - PF 3 300.00 0.66 5.05 5.18 0.001354 3.01 138.01 66.07 0.28 Reach 14150.00 -- PF 4 400.00 0.66 5.44 5.61 0.001595 3.50 163.60 66.07 0.31 Reach ::4150.00 JPF 5 500.00 0.66 5.77 5.98 0.001804 3.94 185.82 66.07 0.34 Reach " 4150.-00 ' PF 6 600.00 0.66 6.07 6.32 0.001992 4.33 205.67 66.07 0.36 Packet Page -755- 1/10/2012 Item 16.A.7. tFC -RCR Pl- (:nrdnn River Fst Rivnc Gnrdnn River Reach[ Reach Reach . :River Sts . ;Profile . r =0 Total', -: Min Ch El <: W -S. Elev ' CrU W.S. E.G. Elev E.G Slope -'Val Chnl :Flow Area , ':. Top Width Froude # Chi - < (cf - <:, (ft ),; (ft), , r' „ (ft) (ft) `: '. (ftAt) = (it!) - ''( q ft) Reach s 4100.00 PF 1 ? 100.00 0.74 3.93 3.98 0.000758 1.72 59.02 36.09 0.20 Reach ;.:4100.00 PF 2`I 200.00 0.74 4.48 4.59 0.001389 2.67 93.70 67.33 0.28 Reach'? 4100.00 ' ` PF 3:`. 300.00 0.74 4.95 5.10 0.001720 3.28 125.47 68.86 0.32 Reach `- 4100.00 ' " PF 4:' 400.00 0.74 5.31 5.51 0.002008 3.81 150.81 68.86 0.35 Reach :` 4100.00 JPF5 -' 600.001 0.74 5.63 5.88 0.002255 4.261 172.75 68.86 0.38 Reach %( : 4100.00 PF 6 600.00 0.74 5.92 6.21 0.002475 4.68 192.40 68.86 0.40 Reach 4050.00 '. PF 1 100.00 0.82 3.88 3.94 0.000972 1.87 53.50 25.57 0.22 Reach ': : 4050.00.- PF .2 ' 200.00 0.82 4.38 4.51 0.001843 2.94 83.78 68.01 0.32 Reach 4050.00 PF 3i. 300.00 0.82 4.81 5.00 0.002267 3.61 114.09 71.59 0.36 Reach::' 4050.00 . PF 41 400.00 0.82 5.16 5.40 0.002625 4.17 138.731 71.66 0.40 Reach �' r 4050.00 " PF 5' 500.00 0.82 5.45 5.751 0.002928 4.65 160.10 71.66 0.43 Reach -' 4050.00 PF 6I: 600.00 0.82 5.72 6.06 0.003193 5.09 179.24 71.66 0.45 Reach ':- 4000.00 PF 1 100.00 0.76 3.83 3.89 0.000994 1.86 53.85 27.13 0.23 Reach ' -: '- 4000.00 PF 2;: 200.00 0.76 4.27 4.41 0.002045 2.99 79.64 68.96 0.34 Reach ': -- 4000.00 - PF 3? 300.00 0.76 4.68 4.88 0.002550 3.69 108.25 72.30 0.38 Reach. - - 4000.00 -- PF4'::. 400.00 0.76 5.00 5.26 0.002996 4.29 131.54 74.78 0.42 Reach' -: '- 4000.00 . -. PF5:. 500.00 0.761 5.27 5.59 0.003353 4.80 152.23 74.78 0.45 Reach 4000.00 PF:6 600.00 0.761 5.52 5.891 0.003663 5.25 170.81 74.78 0.48 Reach 13950.00 PF 1. 100.00 0.44 3.86 3.86 0.000066 0.58 194.31 85.86 0.06 Reach' - -. -: 3950.00 PF.2 200.00 0.44 4.34 4.35 0.000151 0.96 240.07 98.06 0.10 Reach 4. -'. 3950.00 PF 93: 300.00 0.44 4.78 4.80 0.000218 1.25 282.88 98.77 0.12 Reach:`: '- 3950.00 'PF4 400.00 0.44 5.12 5.15 0.000283 1.51 317.03 99.33 0.14 Reach. : 3950.00 PF5 500.00 0.44 5.42 5.47 0.000342 1.74 347.16 99.83 0.15 Reach" : 3950.00 PF 6 600.00 0.44 5.70 5.75 0.000396 1.95 374.47 100.00 0.16 Reach:' 3900.00 PF 1 100.00 o.911 3.84 3.86 0.000373 1.08 94.04 81.63 0.14 Reach J3900.00 :- PF 2 200.00 0.91 4.29 4.34 0.000731 1.69 131.97 84.55 0.20 Reach , 3900.00 - PF 3 - 300.00 0.91 4.71 4.77 0.000920 2.07 168.62 100.00 0.23 Reach. ' : 3900.00 - : : PF 4 400.00 0.91 5,041 5.12 0.001052 2.41 201.46 100.00 0.25 Reach : 3900.00 PF 5' 500.00 0.91 5.33 5.43 0.001160 2.69 230.24 100.00 0.27 Reach.: : 3900.00 PF 6" 600.00 0.91 5.59 5.71 0.001253 2.95 256.22 100.00 0.28 Reach - 3850.00 PF 1. 100.00 0.87 3.83 3.84 0.000135 0.78 139.291 64.17 0.09 Reach 3850.00 - PF 2. 200.00 0.87 4.28 4.311 0.000313 1.30 168.56 65.99 0.14 Reach 3850.00 ". PF 3 300.00 0.87 4.69 4.74 0.000448 1.70 196.88 73.49 0.17 Reach: : 3850.00 PF4' 400.00 0.871 5.01 5.08 0.000582 2.07 221.54 78.53 0.19 Reach 3850.00 PF 5:: 500.00 0.87 5.30 5.38 0.000697 2.38 243.64 78.53 0.21 Reach -: : 3850.00 - PF 6 600.00 0.87 5.55 5.66 0.000802 2.66 263.58 78.53 0.23 Reach 3800.00 PF 1 : 100.00 0.68 3.83 3.84 0.000129 0.81 138.21 80.40 0.09 Reach 5 3800.00 PF 2.- 200.00 0.68 4.27 4.29 0.000298 1.36 173.571 80.40 0.14 Reach`: - 3800.00 PF 3 300.00 0.68 4.67 4.71 0.000433 1.78 205.96 80.40 0.17 Reach:, 3800.00 PF4'. 400.00 0.68 4.98 5.05 0.000565 2.15 231.22 80.40 0.19 Reach -'. ': 3800.00 PF 5'. 500.00 0.68 5.26 5.35 0.000689 2.48 253.24 80.40 0.22 Reach :: : 3800.00 - PF 6' 600.00 0.68 5.50 5.61 0.000806 2.79 273.06 80.40 0.24 Reach : 3750.00 PF 1 ° 100.00 0.49 3.82 3.83 0.000150 0.90 128.08 80.07 0.09 Reach - . 3750.00 -.. PF 2 200.00 0.49 4.241 4.28 0.000356 1.52 163.02 82.27 0.15 Reach -.. = 3750.00 PF 3 300.00 0.49 4.631 4.69 0.000523 1.981 195.17 82.27 0.18 Reach 3750.00 : PF 4: 400.00 0.491 4.931 5.02 0.000689 2.401 220.01 82.27 0.21 Reach 3750.00 - - PF 5 500.00 0.491 5.20 5.31 0.000847 2.78 241.54 82.27 0.24 Reach 3750.00 PF6: 600.00 0.491 5.43 5.57 0.000996 3.12 260.85 82.27 0.26 Reach 3700.00 PF 1`: 100.00 0.311 3.80 3.82 0.000196 1.03 116.82 69.49 0.11 Reach 3700.00 PF 2:: 200.00 0.31 4.21 4.25 0.000478 1.76 146.97 79.03 0.17 Reach 3700.00 PF .3 300.00 0.31 4.58 4.66 0.000711 2.31 177.81 84.14 0.21 Reach 13700.00 PF4: 400.00 0.31 4.87 4.97 0.000945 2.80 201.65 84.14 0.25 Reach 13700.00 PF 5: 500.00 031 5.11 5.25 0.001169 3.24 222.13 8414 0.28 Reach: ; 3700.00 PF 6 f 600.00 0.31 5.33 5.50 0.001384 3.64 240.32 84.14 0.31 Reach 3650.00 PF 1 100.00 0.12 3.79 3.811 0.000256 0.95 106.01 58.981 0.12 Reach -- '- 3650.00 PF2: 200.00 0.1 2 4.19 4.23 0.000569 1.58 135.41 86.01 0.18 Reach : 3650.00 ': PF "3 -. 300.00 012 4.55 4.62 0.000788 2.04 166.86 86.01 0.21 .Reach : - _. 3650.00 PF4' 400.00 0.12 4.83 4.92 0.001007 2.44 190.66 86.01 0.24 Reach:' - ?3650.00 PF5' 500.00 0.12 5.07 5.18 0.0012121 2.80 211.10 86.01 0.27 Reach 3650.00 PF 6. 600.00 0.12 5.28 5.42 0.001405 3.14 229.30 86.01 0.29 Reach ::- 3600.00 PF 1 :: 100.00 -0.20 3.79 3.80 0.000109 0.68 147.35 83.04 0.08 Reach : 3600.00 PF2: 200.00 -0.20 4.18 4.20 0.000267 1.16 184.84 97.79 0.12 Reach 3600.00 PF :3; 300.00 -0.20 4.55 4.58 0.000397 1.51 220.86 99.72 0.15 Reach'` 3600.00 PF4I!. 400.00 -0.20 4.82 4.87 0.000519 1.82 248.52 100.00 0.18 Reach ', 3600.00 PF5: 500.00 -0.201 5.06 1 5.13 0.000634 2.11 272.361 100.00 0.20 Packet Page -756- 1/10/2012 Item 16.A.7. Hrr.-C?AQ PI.- r.nrrinn River PN r-- - ok- D.-H. O.-H fr-- ... Al Reach River Sta Profile; Q Total, Min Ch L_ W.S. Elev , Crit W.S. E.G. Eley E.G. Slope Val Chni FlowArea Top Width - Froude # Chi (d ) " 1: (ft) (ft) (ft) (ft) (furt) (it( q ft) 5 (ft) Reach 3600.00 .PF6, 600.00 -0.20 5.27 5.36 0.000742 2.37 293.63 100.00 0.22 Reach", 3550.00 PF 1 100.00 0.38 3.76 3.79 0.000612 1.23 81.24 49.04 0.17 Reach 3550.00, PF2• 200.00 0.38 4.11 4.17 0.001511 2.01 99.68 56.84 0.27 Reach 3550.00 PF3 300.00 0.38 4.44 4.541 0.002090 2.52 119.13 61.84 0.32 Reach 13550.00 PF 4, 1 400.00 0.381 4.68 4.81 0.002718 2.981 134.45 66.421 0.37 Reach 3550.00 PF5 500.00 0.38 4.88 5.06 0.003295 3.37 148.27 70.30 0.41 Reach 3550.00 PF6 600.00 0.38 5.06 5.27 0.003950 3.72 161.17 76.01 0.45 Reach,: 3371, PF '1 100.00 0.09 3.76 3.76 0.000032 0.30 326.76 287.47 0.04 Reach 3371, PF2 200.00 0.09 4.12 4.13 0.000058 0.42 433.32 304.94 0.06 Reach 3371 PF3 300.00 0.09 4.47 4.47 0.000067 0.49 541.76 317.00 0.07 Reach 3371 PF4 400.00 0.09 4.731 4.741 0.000076 0.57 624.08 317.00 0.07 Reach 13371, 500.00 0.09 4.95 4.96 0.000083 0.651 694.92 317.00 0.08 Reach, _PF5 33711 PF6 600.00 0.09 5.15 5.16 0.000091 0.721 757.89 317.00 0.08 Reach 3141 PF1 100.00 1.00 3.74 3.74 0.000494 0.89 217.67 285.55 0.16 Reach 3141 PF2 200.00 1.00 4.08 4.09 0.000726 1.29 319.07 303.48 0.21 Reach 3141 PF3 300,00 1.00 4.42 4.43 0.000685 1.43 423.88 309.98 0.211 Reach 3141 PF4 400.00 1.00 4.67, 4.69 0.000718 1.60 502.95 314.63 0.22 Reach 3141 PF5 500.00 1.00 4.89 4.91 0.000755 1.74 571.761 318.62 0.23 Reach 13141 PF6 600.00 1.00 5.08 5.11 0.000791 1.88 633.54 322.17 0.23 Reach 2825 PF1 100.00 0.55 3.66 3.66 0.000152 0.78 303.43 243.56 0.10 Reach 2825 PF2 200.00 0.55 3.91 3.93 0.000364 1.26 368.62 289.28 6.16 Reach 2825 PF3 300.00 0.55 4.20 4.23 0.000584 1.68 472.47 380.84 0.20 Reach 2825 PF4 400.00 0.55 4.44 4.47 0.000654 1.84 563.36 386.30 0.22 Reach 2826 PF5 500.00 0.55 4.64 4.67 0.000714 1.99 641.86 389.79 0.23 Reach 2825 PF6 600.00 0.55 4.82 4.85 0.000768 2.11 711.90 392.87 0.24 1 Reach 2509 PF •1 100.00 -0.01 156 3.59 0.000402 1.18 93.25 189.23 0.16 Reach 2509 PF2 200.00 -0.01 3.64 3.72 0.001389 2.23 111.10 266.46 0.30 Reach 2509 PF 3 300.00 -0.01 3.73 3.88 0.002586 3.10 138.85 339.17 0.41 Reach 2509 PF4 400.00 -0.01 3.85 4.05 0.003508 3.73 180.35 370.52 0.48 Reach 2509 PF5 500.00 -0.01 3.99 4.21 0.003915 4.09 232.03 374.02 0.521 Reach 2509 PF6 600.00 -0.01 4.14 4.371 0.003919 4.25 290.23 376.16 0.52 Reach 11807 PF1 1 100.00 -5.811 3.57 3.57 0.000003 0.211 565.66 352.11 0.02 Reach 1807 PF2 200.00 -5.81 3.67 3.67 0-000010 0.411 607.76 507.63 0.03 Reach 1807 PF3 300.00 -5.81 3.78 3.79 0.000020 0.601 673.93 657.06 0.04 Reach 1807 PF4 400.00 -5.81 3.90 3.91 0.000033 0.77 753.14 663.22 0.06 Reach 1807 PF5 500.00 -5.81 4.02 4.04 0.000048 0.93 835.301 668.34 0.07 Reach 1807 PF6 600.00 -5.81 4.15 4.17 0.000063 1.08 918.49 672.58 0.08 Reach 1105 PF1 100.00 -1.48 3.57 3.57 0.000046 0.46 674.40 829.74 0.06 Reach 1105 PF2 1 200.00 -1.48 3.651 3.65 0.000148 0.84 743.10 848.74 0.10 Reach 1105 PF3 300.00 -1.48 3.74 3.75 0.000262 1.14 821.99 870.06 0.14 Reach 1105 PF4 400.00 -1.48 3.84 3.85 0.000368 1.39 908.10 892.74 0.16 Reach 11105 PF5 500.00 -1.48 3.94 3.96 0.000456 1.591 999.61 916.23 0.18 Reach 11105 PF6 600.00 -1.48 4.04 4.06 0.000523 1.75 1095.41 936.62 0.20 Reach 889 PF1 100.00 -2.28 3.56 3.56 0.000028 0.38 908.46 962.27 0.04 Reach 889 PF2 200.00 -2.28 3.62 3.63 0.000093 0.70 971.69 965.35 0.08 Reach 889 PF3 300.00 -2.28 170 3.70 0.000174 0.98 1041.54 968.75 0.11 Reach 889 PF4 400.00 -2.28 3.78 3.78 0.000255 1.21 1117.81 972.44 0.14 Reach 889 PF5 500.00 -2.28 3.86 3.871 0.000328 1.41 1200.15 976.41 0.15 Reach 889 PF6 600.00 -2.28 3.95 3.96 0.000387 1.56 1288.13 980.64 0.17 Reach 503 PF 1 100.00 -6.13 3.561 3.56 0.000001 0.14 861.52 260.00 0.01 Reach 503 PF2 200.00 -6.13 3.621 3.62 0.000003 0.27 877.94 260.00 0.02 Reach 503 PF3 300.00 -6.13 3.691 3.69 0.000006 0.40 895.61 260.00 0.031 Reach 503 PF4 400.00 -6.13 3.761 3.77 0.000011 0.52 914.45 260.00 0.03 Reach 503 PF5 500.00 -6.13 3.84 3.84 0.000016 0.65 934.41 260.00 0.04 Reach 503 PF 6 600.00 -6.13 3.92 3.93 0.000023 0.77 955.42 260.00 0.05 Reach 170 PF 1 100.00 -6.13 3.56 -5.52 3.56 0,000001 0.14 727.68 99.26 0.01 Reach 170 PF2 200.00 -6.13 3.62 -5.20 3.62 0.000003 0.27 733.87 99.26 0.02 Reach 170 PF3 300.00 -6.13 3.69 -4.93 3.69 0.000007 0.41 740.49 99.27 0.03 Reach 170 PF4 400.00 -6.13 3.76 4.701 3.76 0.000011 0.54 747.52 99.28 0.03 Reach 170 PF5 500.00 -6.13 3.83 -4.49 3.84 0.000017 0.66 754.93 99.281 0.04 Reach 170 PF6 600.00 -6.13 3.91 4.30 3.92 0.000024 0.79 762.71 99.29 0.05 Reach 165 Cutvert I I Reach 115 PF1 100.00 -6.13 51 3.56 0.000001 0.14� 727.12 99.00 0.01 Reach' 115 PF2 200.00 -613 3�61 3.61 0.000003 0.271 732.63 99.00 0.02 Packet Page -757- 1/10/2012 Item 16.A.7. HEC-RAS Plan: Gordon River EM River: Gordon River Reach: Reach (Continued) Reach River Ste Proflle,51' Q Total, - r.Min Ch El W.S. Elev', I Crit W.S. E.G. Elev, E.G. Slope:: Val Chnf , Flow Area Top Wldth Froude#Chl (Cf (ft) (ft) '"d (ft) e I - '� I (ft) r� (ft/ftj q ft) (ft) Reach 'j: 16r PF 3 300.00 -6.13 3.67 3.67 0.000007 0.41 738.14 99.00 0.03 Reach 15 PF4, " 400.00 -6.13 3.72 3.73 0.000012 0.54 743.66 99.00 0.03 Reach 15 PF5' 500.00 -6.13 3.78 3.79 0.000018 0.67 749.18 99.00 0.04 Reach 15 PF6 600.00 -6.13 3.83 3.84 0.000025 0.80 754.70 99.00 0.05 Reach 0 PFJ 100.00 -6.13 3.56 -5.52 3.561 0.000006 0.14 727.12 99-00 0.01 Reach 0', PF2 '0 11 '-'1 -5.19 3.61 0.000025 0.27 732.62 9 9.00 .02 Reach PF3 -io' 300.00 .6! 3.67 -4.93 3.67 0.000056 0.41 738.12 99.00 0.03 Reach 0 PF4 400.00 -6.13 3.72 -4.70 3.73 0.000096 0.54 743.62 99.00 0.03 Reach 0 PF 5 500.00 -6.13 3.78 -4.49 3.78 0.000147 0.67 749.12 99.00 0.04 Reach 0 PF6 600.00 -6.131 3.83 4.30 3.84 0.000207 0.80 754.62 99.00 Packet Page -758- 1/10/2012 Item 16.A.7. Gordon River Extension Proposed Improvements HEGRAS Model Packet Page -759- 1/10/2012 Item 16.A.7. I RiF ,5.iro 5 1 � Mic R 0 I._ SMOG Ml Doz - M B99 Packet Page -760- 1/10/2012 Item 16.A.7. Packet Page -761- .a I c0 (0 I 17 I co M I N N I r �" C w p� ILL 1 a LL ILL a a LL ILL a a * LL ILL a a LL ILL a a LL ILL I LL LL LL LL LL LL LL C W I W 0) I U, I W (n U U U U U U U Packet Page -761- 1/10/2012 Item 16.A.7. !FC-RAS PL-r!: Gerd- Pi- FN Pi- r-M. River P..,.h- Reach Reach River Sta, Profile,,', =Q Total >Min Ch El W.S. Elev Grit W.S. E;G. Elev E.G. Slope,. Val Chni Flow Area Top Width Froude # Chi (cf,)' (ft) (ft) (ft Y': Ott), (ft/1"": q ft)' (ft) Reach 10484.16 PF 1, 100.00 0.00 5.36 5.36 0.000015 0.37 273.48 67.13 0.03 Reach 10484.16:' PF2, 200.00 0.00 6.59 6.59 0.000028 0.55 360.60 74.51 0.04 Reach 10484.16 PF3 300.00 0.00 7.49 7.50 0.000037 0.70 429.00 75.80 0.05 Reach.. 1048416 PF4 400.00 0.00 8.23 8.24 0.000045 0.82 4154.92 75.80 0.06 Reach 10484.16 PF5, 500.00 0.00 8.85 8.87 0.000053 0.94 532.28 75.80 0.06 Reach 10484.16 PF6 600.00 0.001 9.41 9.42 0.0000601 1.04 574.22 75.80 0.07 Reach,, 10435.89 PF1,, 100.00 0.00 5.35 5.36 0.000015 0.37 273.43 67.13 0.03 Reach 10435.89 PF2S 200.00 0.00 6.58 6.59 0.000028 0.56 358.76 71.28 0.04 Reach 10435.89 PF3 300.00 0.00 7.49 7.50 0.000038 0.71 424.51 74.00 0.05 Reach 10435.89 PF4 400.00 0.00 8.23 8.24 0.000047 0.83 479.88 76.21 0.06 Reach 10435.89, PF5 500.00 0.00 8.85 8.86 0.000056 0.96 528.06 78.08 0.06 Reach 10435.89 PF6 600.00 0.00 9.40 9.42 0.000063 1.051 571.42 78.441 0.07 Reach 10336.06 PF1 100.00 0.00 5.35 5.36 0.000015 0.37 273.33 67.12 0.03 Reach 10336.06 PF2 200.00 0.00 6.58 6.59 0.000028 0.56 358.90 71.60 0.04 Reach 10336.06 PF3 300.00 0.00 7.49 7.49 0.000037 0.71 424.25 72.38 0.05 Reach 10336.06 PF4 400.00 0.00 8.22 8.23 0.000046 0.84 477.54 72.38 0.06 Reach 10336.06 PF5 500.00 0.00 8.85 8.86 0.000054 0.96 522.66 72.38 0.06 Reach 10336.06 PF6 600.00 0.00 9.40 9.411 0.000062 1.07 562.61 72.38 0.07 Reach 10239.33 PF 1 100.00 0.001 5.35 5.35 0.000022 0.42 235.38 60.04 0.04 Reach 10239.33 PF2 200.00 0.00 6.58 6.58 0.000040 0.64 313.50 67.40 0.05 Reach < 10239.33 PF3 300.00 0.00 7.48 7.49 0.000053 0.80 382.51 95.64 0.06 Reach 10239.33 PF4 1 400.00 0.00 8.21 8.23 0.000063 0.92 458.42 109.58 0.07 Reach 10239.33 PF5 600.00 0.00 8.84 8.85 0.000071 1.03 528.04 113.08 0.07 Reach 110239.33 PF6 600.00 0.00 9.39 9.41 0.000077 1.13 590.43 113.08 0.08 1 Reach 10144.9 PF 1 100.00 0.00 5.35 5.35 0.000015 0.37 273.07 67.10 0.03 Reach 10144.9 = PF2 200.00 0.00 6.57 6.58 0.000028 0.56 359.77 74.45 0.04 Reach 10144.9 PF3' 300.00 0.00 7.48 7.48 0.000038 0.70 434.63 104.23 0.05 Reach 10144.9 PF4 400.00 0.00 8.21 8.22 0.000046 0.82 514.09 110.14 0.06 Reach 10144.9 PF5; 500.00 0.00 8.83 8.85 0.000053 0.92 584.56 116.74 0.06 Reach 10144.9 PF 6 600.00 0.00 9.38 9.40 0.000059 1.01 648.95 116.74 0.07 Reach 10111.83 PF 1'! 100.00 0.00 5.35 5.35 0.000015 0.37 273.04 67.09 0.03 Reach 10111.83 PF2 200.00 0.00 6.57 6.58 0.000028 0.56 359.70 74.44 0.04 Reach 10111.83 PF3 300.00 0.00 7.48 7.48 0.000038 0.70 430.90 84.30 0.05 Reach 10111.83 PF4 400.00 0.00 8.21 8.22 0.000045 0.82 496.52 96.18 0.06 Reach 10111.83 PF5 500.00 0.00 8.83 8.84 0.000051 0.93 558.30 102.50 0.06 Reach 10111.83 PF6 1 600.00 0.00 9.38 9.40 0.000057 1.03 616.31 108.26 0.07 Reach 10041.23 PF1I 100.00 0.001 5.35 5.35 0.0000151 0.37 272.961 67.09 0.031 Reach 10041.23 PF2 200.00 0.00 6.57 6.58 0.000029 0.56 359.55 74.43 0.04 Reach 10041.23 PF3 300.00 0.00 7.47 7.48 0.000038 0.70 428.70 79.39 0.05 Reach 10041.23 PF4'. 400.00 0.00 8.21 8.22 0.000045 0.82 489.04 85.07 0.06 Reach 10041.23 PF5 500.00 0.00 8.83 8.84 0.000052 0.94 543.38 89.87 0.06 1 Reach 10041.23 PF6 600.00 0.00 9.38 9.39 0.000058 1.04 594.02 94.13 0.07 Reach 9944.16 PF 1 100.00 0.00 5.35 5.351 0.000018 0.391 255.35 63.80 G.03 Reach 9944.16 PF 2 200.00 0.00 6.57 6,57 0.000033 0.59 337.80 71.14 0.05 Reach 9944.16 PF3 300.00 0.00 7.47 7.48 0.000044 0.74 404.23 76.75 0.06 Reach,:- -hh: 9944.16 PF 4= 400.00 0.00 8.20 8.21 0.000052 0.87 462.38 82.00 0.06 Reach 9944.16 PF 5 500.00 0.00 8.82 8.84 0.000059 0.99 521.37 112.02 0.07 Reach 9944.16 PF 6 600.00 0.00 9.37 9.39 0.000066 1.09 582.94 112.02 0.07 Reach 9850.81 PF 1 100.00 0.00 5.341 5.35 0.000022 0.43 233.67 59.76 0.04 Reach 9850.81 PF 2 200.00 0.00 6.56 6.57 0.000040 0.641 311.03 67.08 0.05 Reach 9850.81 PF 3 300.00 0.00 7.46 7.47 0.000054 0.80 380.54 107.11 0.06 Reach 9850.81 PF4 400.00 0.00 8.19 8.21 0.000062 0.93 459.49 108.10 M 7 Reach 19850.81 PF 5 500.00 0.00 8.81 8.831 0.000069 1.04� 526.48 108.10 0.07 Reach 9850.81 PF6 600.00 0.00 9.36 9.38 0.000075 1.14 585.82 108.10 0.08 Reach 9750.56 PF 1 100.00 0.001 5.34 5.34 0.000030 0.49 206.01 54.60 0.04 Reach 9750.56 PF2 200.00 0.00 6.56 6.56 0.000054 0.72 276.90 61.90 0.06 Reach 9750.56 PF3 300.00 0.00 7.45 7.47 0.000067 0.89 354.46 99.30 0.07 Reach 9750.56 PF 4 400.00 0.00 8.18 8.20 0.000077 1.03 426.97 99.30 0.07 Reach 9750.56 PF5 500.00 0.00 8.80 8.82 0.000685 1.16 488.35 99.30 0.08 Reach 9750.56 PF6 600.00 0.00 9.35 9.37 0.000094 1.27 542.72 99.30 0.08 Reach 9632.95 PF 1 100.00 0.00 5.34 5.34 0.000020 0.41 246.41 62.18 0.04 Reach 9632.95 PF2 200.00 0.00 6.55 6.56 0.000036 0.61 326.42 69.47 0.05 Reach 9632,95 PF 3 300.00 0.00 7.45 7.46 0.000046 0.77 413.55 108.29 0.06 Reach 9632.95 PF4 400.00 0.00 8.18 8.19 0.000053 0.89 492.58 108.29 0.06 Reach 9632.95 PF5 500.00 0.00 8.801 8.81 0.000060 1.01 559.491 108.291 0.07 Reach 9632.95 PF6 600.00 0.00 9.341 9.361 0.000067 1.11 618.74 108.291 0.07 Packet Page -762- 1/10/2012 Item 16.A.7. HFC -RAS Pi- r-rinn River Fvt River- r-rdnn River Rwach• Rwach lCnntin-ril Reach .- War Sta %profile I Q Total .: Min Ch El '.I : W.S. Bev -CrB W.S. 1 E.G. Elev '5 E.G. Slope "Val Chnl -_ Flow Area ' : Top. Width - Froude # Chl '. (cf) (ft) : (ft) ' -" (ft) -(ft). °:'(f� "' (fv )- ;: ( Qft) (ft) Reach,: 9550 - PF1 100.00 0.00 5.34 5.34 0.000016 0.37 272.23 67.02 0.03 Reach 9550'.- ' -:PF2 200.00 0.00 6.55 6.56 0.000027 0.56 364.03 87.40 0.04 Reach':' - 9550: PF:3 300.00 0.00 7.45 7.45 0.000036 0.71 454.67 109.62 0.05 Reach -: 9550 PF4 400.00 0.00 8.181 8.19 0.000043 0.84 534.63 109.62 0.06 Reach':: 19550 1! ;: -. PF 5 500.001 0.00 8.79 8.811 0.000050 0.951 602.31 109.62 0.06' Reach= .95505'" PF6 600.00 0.00 9.34 9.36 0.000056 1.05 662.25 109.62 0.07 Reach' :° :9500.00 " Y;r PF 1 100.00 0.00 5.34 5.34 0.000016 0.37 272.17 67.02 0.03 Reach - `9500.00- PF2 200.00 0.00 6.55 6.55 0.000028 0.56 356.30 71.15 0.04 Reach] :, 9500.00 PF 3 300.00 0.00 7.44 7.45 0.000038 0.71 429.49 101.55 0.05 Reach' "- ": 9500.00' -: PF4 400.00 0.00 8.17 8.18 0.000045 0.84 510.38 112.51 0.06 Reach..`. 9500.00. ' : PF 5 500.00 0.00 8.79 8.80 0.000052 0.95 579.801 112.51 0.06 Reach:` '. 9500.00 ". PF 6 600.00 0.00 9.34 9.35 0.000058 1.05 641.28 112.51 0.07 Reach . 9411.30 PF :1 100.00 0.00 5.33 5.34 0.000048 0.59 170.83 48.04 0.05 Reach. 9411.30 -' PF2 200.00 0.00 6.54 6.55 0.000082 0.86 233.28 55.29 0.07 Reach ` :9411.30 ' - PF 3 300.00 0.00 7.43 7.45 0.000107 1.05 287.17 69.58 0.09 Reach > :9411.30 -. PF4 400.00 0.00 8.15 8.18 0.000124 1.21 340.10 76.19 0.09 Reach : " 9411.30 r " PF 5 500.00 0.00 8.771 8.80 0.000139 1.341 392.31 95.83 0.10 Reach: ': 9411.30... -: " PF 6 600.00 0.00 9.31 9.341 0.000148 1.46 447.82 102.86 0.10 Reach'; .9320.97 ', PF 1 100.00 0.00 5.33 5.33 0.000016 0.37 271.78 66.98 0.03 Reach 19320.97 : PF 2 200.00 0.00 6.54 6.54 0.000029 0.56 357.16 74.12 0.04 Reach -.: : 9320.97 - PF .3 300.00 0.00 7.43 7.44 0.000039 0.71 424.34 76.79 0.05 Reach :" 9320.97 PF4 400.00 0.00 8.16 8.17 0.000048 0.83 480.87 79.14 0.06 Reach`: - :9320.97 '- PF5 500.00 0.00 8.77 8.78 0.000055 0.94 534.41 98.02 0.06 Reach l 9320.97 - - PF 6 600.00 0.00 9.31 9.33 0.000061 1.051 587.76 98.02 0.07 Reach 9218.86 PF 1 - 100.00 2.67 5.30 5.32 0.000543 1.36 73.78 36.62 0.17 Reach -: 9218.86 ,:.: PF2 200.00 2.671 6.49 6.53 0.000514 1.65 121.64 44.79 0.17 Reach'. ':: 9218.86 : PF3 300.00 2.67 7.37 7.42 0.000516 1.86 164.601 52.96 0.18 Reach r - 9218.86 :: PF4 400.00 2.67 8.09 8.15 0.000514 2.03 207.57 76.41 0.18 Reach; 1:'9218.86 PF .5 500.00 2.67 8.69 8.77 0.000494 2.17 261.08 100.00 0.18 Reach `' 9218.86 : -PF6 600.00 2.67 9.23 9.31 0.000468 2.28 315.10 100.00 0.18 Reach' :9120.98 PF1 100.00 2.70 5.24 5.27 0.000536 1.40 72.69 36.05 0.17 Reach - >: 9120.98 PF2 200.00 2.70 6.43 6.48 0.000534 1.75 120.34 43.90 0.18 Reach : 9120.98 -': PF 3 300.00 2.70 7.31 7.37 0.000555 2.00 161.27 49.68 0.18 Reach -. - 9120.98 :. - PF4 400.00 2.70 8.02 8.09 0.000586 2.23 199.24 6243 0.19 Reach. `..: 9120.98 :. PF 5 500.00 2.70 8.63 8.71 0.000570 2.39 244.46 86.46 0.19 Reach `: ' 9120.98 -.. PF 6 600.00 2.70 9.17 9.26 0.000550 2.53 297.76 100.00 0.19 Reach -< 9042.19 PF 1 100.00 2.17 5.23 5.24 0.000222 1.01 101.62 42.33 0.11 Reach -. 9042.19 PF2 200.00 2.17 6.42 6.45 0.000269 1.35 155.86 48.65 0.13 Reach 9D42.19 PF .3 300.00 2.17 7.29 7.33 0.000306 1.60 200.41 53.28 0.14 Reach.': 1'.9042.19 -- PF4 400.00 2.17 8.00 8.05 0.000337 1.81 239.64 59.59 0.15 Reach'- ' 9042.19 PF 5 500.00 2.17 8.61 8.67 0.000354 1.99 284.02 81.45 0.15 Reach ';:. 9042.19. :' PF 6 600.00 2.17 9.15 9.22 0.000356 2.14 335.49 100.00 0.16 Reach 9000.00 : PF 1 100.00 2.46 5.19 5.23 0.0005851 1.50 66.89 29.67 0.18 Reach': 9000.00 - PF2 200.00 2.46 6.37 6.43 0.000641 1.92 104.15 33.55 0.19 Reach:- 9000.00 PF3 300.00 2.46 7.23 7.31 0.000692 2.23 135.26 44.37 0.20 Reach- - ;9000.00 .'PF4 400.00 2.46 7.93 8.03 0.000720 2.47 175.59 71.37 0.21 Reach` -. -' 9000.00 -: PF 5 500.00 2.46 8.54 8.64 0.000713 2.651 219.03 72.30 0.21 Reach : 9000.00 PF 6 600.00 2.46 9.08 9.19 0.000705 2.79 258.58 80.70 0.22 Reach -. 8950.00 : PF 1 100.00 2.46 5.07 5.17 0.002017 2.48 40.24 20.53 0.31 Reach ' 8950.00 PF 2 200.00 2.46 6.22 6.37 0.001967 IN 65.74 23.87 0.32 Reach : 8950.00 : PF 3 300.00 2.46 7.06 7.24 0.002030 3.46 86.69 26.30 0.34 Reach -. 8950.00 PF4 400.00 2.46 7.73 7.96 0.002107 3.80 105.13 28.27 0.35 Reach - 8950.00 - - PF 5 500.00 2.46 8.31 8.57 0.002183 4.10 121.941 29.95 0.36 Reach= - 8950.00 PF6 600.00 2.46 8.82 9.12 0.002256 4.36 137.67 31.53 0.37 Reach' 8900.00 PF 1 100.00 2.26 5.10 5.12 0.000275 1.01 100.97 47.26 0.12 Reach': : - 8900.00 PF2 200.00 2.26 6.28 6.30 0.000276 1.28 158.98 51.48 0.13 Reach 1 8900.00 ' PF 3 300.00 2.26 7.13 7.17 0.000296 1.50 204.40 54.80 0.14 Reach': 8900.00 - PF4 400.00 2.26 7.83 1 7.87 0.000328 1.68 243.90 58.92 0.14 Reach: - 8900.00 :.PF .5 500.00 2.26 8.42 1 8.47 0.000355 1.83 279.89 62.13 0.15 Reach 8900.00 PF 6 600.00 2.261 8.95 1 9.01 0.000376 1.97 314.34 70.53 0.16 Reach ?: 8850.00 PF1 100.00 1.91 5.09 5.10 0.000155 0.85 117.62 45.781 0.09 Reach`, 8850.00 PF2 200.00 1.91 6.27 6.29 0.000194 1.15 174.30 50.771 0.11 Reach :'- 8850.00 PF:3 300.00 1.91 7.12 7.15 0.000223 1.37 219.28 54.41 0.12 Reach': - 8-850 -001 PF 4 400.00 1.91 7.82 7.85 0.000250 1.55 258.02 57.50 0.13 Reach J8850.00 JPF 5 500.00 1.91 6.41 8.45 0.000273 1.71 293.00 60.361 0.14 Packet Page -763- 1/10/2012 Item 16.A.7 W;:r.PAq PI.- r-d- Pi- rr Pi.- f'-1- Pi- P.-h- P ... h fr-fi-M) Reach;': Profile. „ 0 Total Min Ch El = G'W.S. Elev - r.Crit W.S. E.G. Elev E.G. Slope Val Cfinl .Flow Area Top Width Froude # Chi (cf '(ft) (It) (ft ) (ft) (ftltt) '.2 (fv) qft);,: (ft) Reach' 8850.00 ' PF 6` 600.00 1.91 8.94 8.99 0.000293 1.84 325.53 62.89 0.14 Reach, > 8827.73 PF 1 100.00 1.77 5.09 5.10 0.000132 0.80 124.44 46.85 0.09 Reach 8827.73 PF 2;:' -- 200.00 1.77 6.26 6.28 0.000171 1.10 182.33 51.80 0.10 Reach 9827.73 PF 3 300.00 1.77 7.12 7.15 0.000200 1.31 228.16 55.40 0.11, Reach - 18827.73 PF 4; 400.001 1.77 7.811 7.85 0.000225 1.60 267.551 58.32 0.121 Reach 8827.73 .. PF .5` 500.00 1.77 8.41 8.45 0.000247 1.65 302.89 60.82 0.13 ReacK,: 8827.73 PF 6; 600.00 1.77 8.93 8.98 0.000266 1.79 335.56 63.04 0.14 Reach 8800.00 PF1 100.00 1.81 5.09 5.10 0.000127 0.79 127.33 48.25 0.09 Reach 8800.00 PF 2, 200.00 1.81 6.26 6.28 0.000163 1.07 186.82 53.19 0.10 Reach 8800.00, PF 3 300.00 1.81 7.12 7.14 0.000191 1.28 233.81 56.78 0.11 Reach 8800.00 PF4 400.00 1.811 7.81 7.84 0.0002131 1.46 274.03 59.40 0.12 Reach 18800.00 PF .5. 1 500.00 1.81 8.401 8.44 0.000233 1.611 309.91 61.651 2 2 113 Reach 8800.00 PF 6 600.00 1.81 6.93 8.98 0.000251 1.751 342.94 64.391 Reach 8750.00 PF 1 100.00 1.89 5.08 5.09 0.000110 0.73 136.10 50.99 Reach 8750.00 PF 2, 200.00 1.89 6.25 6.27 0m0141 1.01 198.27 55.11 0.09 Reach 8750.00 PF 3' 300.00 1.89 7.11 7.13 0.000165 1.22 246.60 58.12 0.10 Reach 8750.00 PF 4 400.00 1.89, 7.80 7.83 0.000187 1.39 287.63 60.55 0.11 Reach 8750.00 PF 5 500.00 1.89 8.39 8.43 0.000206 1.54 324.10 62.63 0.12 Reach 8750.00 PF '6 600.00 1.89 8.92 8.96 0.000221 1.68 359.071 72.77 0.13 Reach 8734,67 PF 1 100.00 1.92 5.08 5.09 0.000106 0.73 137.86 51.37 0.08 Reach 8734.67 PF 2`. 200.00 1.92 6.25 6.27 0.000137 1.00 200.45 55.49 0.09 Reach 8734.67 PF 3 300.00 1.92 7.11 7.13 0.000161 1.20 249.07 58.49 0.10 Reach 8734.67 PF4 400.00 1.92 7.80 7.83 0.0001631 1.38 290.34 60.92 0.11 Reach 8734.67 PF 5 500.00 1.92 8.39 8.43 0.0002021 1.53 327.02 63.00 0.12 Reach 8734.67 PF6 600.00 1.92 8.92 8.96 0.000215 1.66 362.02 72.84 0.12 Reach 8700.00 PF 1 100.00 1.79 5.08 5.09 0.000097 0.70 142.92 52.67 0.07 Reach 8700.00 PF2 200.00 1.79 6.25 6.26 0.000127 0.97 207.21 56.96 0.09 Reach 8700.00 PF 3 300.00 1.79 7.10 7.12 0.000149 1.17 256.93 59.65 0.10 Reach 8700.00 PF4 400.00 1.79 7.79 7.82 0.000169 1.34 298.89 61.83 0.11 Reach 8700.00 PF 5 500.00 1.79 8.38 8.42 0.000187 1.49 336.01 63.70 0.11 Reach 8700.00 PF 6 600.00 1.79 8.91 8.95 0.000200 1.62 373.25 85.84 0.12 Reach 8650.00 PF 1- 100.00 1.55 5.07 5.08 0.000106 0.71 140.881 54.29 0.08 Reach 8650.00 PF 2 200.00 1.55 6.24 6.26 0.000132 0.97 207.181 59.02 0.09 Reach 8650.00 PF3 300.00 1.55 7.09 7.12 0.000153 1.16 258.77 62.11 0.10 Reach 8650.00 PF4 400.00 1.55 7.78 7.81 0.000171 1.32 302.49 64.60 0.11 Reach 8650.00 PF 5 500.00 1.65 8.38 8.41 0.000193 1.46 341.67 71.74 0.12 Reach 8650.00 PF 6 600.00 1.55 8.90 8.94 0.000203 1.59 380.69 77.24 0.12 Reach 8617 PF 1 100.00 1.55 5.06 2.90 5.08 0.000191 0.85 117.04 53.82 0.10 Reach 8617 PF2 200.00 1.55 6.23 3.36 6.25 0.000198 1.091 183.29 59.66 0.11 Reach 8617 PF 3 300.00 1.55 7.08 3.69 7.11 0.000212 1.27 235.89 63.89 0.12 Reach 8617 PF4r 400.00 1.55 7.77 3.98 7.80 0.000224 1.42 280.991 66.95 0.12 Reach 8617 PF6 500.00 1.55 8.361 4.19 8.40 0.000237 1.56 323.14 74.58 0.13 Reach 8617 PF 6 600.00 1.55 8.89 4.41 8.93 0.000248 1.67 363.22 77.91 0.13 Reach 8616 Bridge Reach 8550.00 PF 1 100.00 1.32 6.05 5.061 0,000087 0.68 147.79 52.72 0.07 Reach 8550.00 PF 2 1 200.00 1.32 6.22 6.23 0.000118 0.94 211.91 57.42 Reach 8560.00 PF .3: 300.00 1.32 7.07 7.09 0.000142 1.14 262.02 60.83 Reach 8560.00 PF4 400.00 1.32 7.75 7.78 0.000171 1.31 304.96 66.28 0.11 Reach 8550.00 PF5 500.00 1.32 8.34 8.37 0.000193 1.451 346.02 72.83 0.12 Reach 8550.00 PF 6- 600.00 1.32 8.86 6.90 0.000207 1.56 385.35 77.68 0.12' Reach 8504.14 PF 1 100.00 0.51 5.05 1 5.06 0.000072 0.66 150.68 47.45 0.07 Reach 8504.14 PF2 200.00 0.51 6.21 6.23 0.000110 0.96 208.30 52.98 0.08 Reach 8504.14 PF3 300.00 0.51 7.06 7.08 0.000135 1.19 259.01 67.25 0.10 Reach 8504.14 PF4 400.00 0.51 7.74 7.77 0.000156 1.37 310.12 83.35 0.10 Reach 8504.14 PF5 500.00 0.51 8.33 8.36 0.000174 1.53 362.01 94,13 0.11 Reach 8504.14 PF6 600.00 0.51 8.85 8.89 0.000186 1.671 412.83 99.13 0.12 Reach 8600.00 PF 1 100.00 0.40 5.051 5.06 0.000073 0.67 149.53 47.09 0.07 Reach 8500.00 PF2 200.00 0.40 6.21 6.231 0.000112 0.97 206.78 52.96 0.08 Reach 8500.00 PF 3 300.00 0.40 7.06 7,08 0.000138 1.19 257.45 67.32 0.10 Reach 8500.00 PF 4 < 400.00 0.40 7.74 7.77 0.000159 1.38 310.06 86.68 0.11 Reach 8500.00 PF 5 500.00 0.40 8.33 8.36 0.000176 1.54 363.88 97.11 0.11 Reach 8500.00 PF 6 600.00 0.40 8.85 8.89 0.000186 1.67 415.43 100.00 0.12 Reach 8450.00 PF 1 '20!20 -0 05 5.05 0.0000511 0.621 161.93 9 0.06 Reach 8450.00 PF 2 M6 06 :� 3� N N 6 1 6.22 0.0001011 0.941 iii i E5 4 0.08 Packet Page -764- 1/10/2012 Item 16.A.7. HFC -RAS Plan- Gnrdnn River FA River- Gnrdnn River Reach• Reach M- inundl . -Reach , <.RiverSta .:Profile QTotal !: Min Ch El 'W.S.Elev ':- CrftW.S. - E.G.Elev E.G. Slope ,'VolChnl ',' Flow Area "' - Top:Width Froude #Chl -: (cf) (ft ., (ft :' (ft) : (ft)' ";: (ftlft)" ..: (fU ., `= ( 9 ft) "" (ft) Reach` - " : 8450.00 PF�3 300.00 -0.93 7.05 7.07 0.000145 1.16 258.09 57.23 0.10 Reach:: " - 8450.00 :. PF4 " 400.00 -0.93 7.73 7.76 0.000166 1.34 303.98 68.62 0.10 Reach: ` 8450.00 PF 6, 500.00 -0.93 8.32 8.35 0.000180 1.50 352.06 100.00 0.11 Reach: '- 8450.00 :PF6 600.00 -0.93 8.84 8.88 0.000192 1.64 404.12 100.00 0.12 Reach 18400.00 PF c1 100.00 -0.771 5.04 5.05 0.000067 0.661 152.32 45.26 0.06 Reach' . ': 8400:00"" " PF2 200.00 -0.77 6.20 6.22 0.000115 0.97 206.69 50.47 0.08 Reach. 8400.0V:1' ` PF:3 300.00 -0.77 7.04. 7.06 0.000170 1.18 253.58 63.20 0.10 Reach' -` 8400.00 ' PF4 400.00 -0.77 7.73 7.75 0.000200 1.33 306.50 82.23 0.11 Reach':: °. 8400.00' - -- -: PF .5 500.00 -0.77 8.31 8.34 0.000207 1.46 360.04 100.00 0.12 Reach`- ' :: 8400.00 3, PF6 600.00 -0.77 8.83 8.87 0.000208 1.57 412.16 100.00 0.12 Reach': 8350.00 (: PF1 100.00 1.60 5.04 5.051 0.000110 0.76 132.01 46.97 0.08 Reach 18350.00 `. PF2 200.00 1.60 6.19 6.21 0.000167 1.041 192.99 58.79 0.10 Reach ' " ` 8350.00 ". F PF 3 " 300.00 1.60 7.03 7.06 0.000195 1.22 245.78 65.58 0.11 Reach'' - 8350.00 : PF 4: 400.00 1.60 7.71 7.74 0.000227 1.37 296.06 82.69 0.12 .Reach'. `: 8350.00 - PF 5 . 500.00 1.60 8.30 8.33 0.000232 1.48 350.42 100.00 0.12 Reach' „8350.00 " PF6 600.00 1.60 8.82 8.86 0.000227 1.58 402.59 100.00 0.13 Reach': 8300.00 PF 1 100.00 0.76 5.03 5.04 0.000081 0.67 149.69 51.27 0.07 Reach's :' 8300.00 :. PF2 200.00 0.761 6.19 6.20 0.000113 0.95 210.35 56.62 0.08 Reach - 8300.00 -: PF 3 1 300.00 0.761 7.03 7.05 0.000135 1.17 266.79 78.91 0.10 Reach :.: 8300.00 `- PF4 400.00 0.761 7.70 7.73 0.000150 1.35 322.71 85.78 0.10 Reach i -' 8300.00 , PF5 500.00 0.76 8.29 8.32 0.000164 1.51 376.20 100.00 0.11 Reach: ": 8300:00 PF 6 600.00 0.76 8.81 8.85 0.000174 1.65 428.18 100.00 0.11 Reach' 8250.00 PF 1 100.00 0.80 5.001 5.03 0.000471 1.49 66.91 23.44 0.16 Reach < - :8250.00 PF2 200.00 0.80 6.11 6.181 0.000697 2.12 94.44 25.78 0.19 Reach 8250.00 -' PF 3 300.00 0.80 6.92 7.02 0.000877 2.59 115.89 27.48 0.22 Reach. : 8250.00: PF4 400.00 0.80 7.57 7.71 0.000984 2.931 154.50 68.78 0.24 Reach 8250.00 - PF 5 500.00 0.80 8.14 8.29 0.001029 3.17 194.40 78.01 0.25 Reach: - -. 8250.00 - PF6 600.00 0.80 8.66 8.82 0.001047 3.33 243.22 100.00 0.25 Reach` '.: 8200.00 PF 1 1 100.00 1.64 4.98 5.01 0.000362 1.28 78.20 30.08 0.14 Reach ' 8200.00 ` PF 2 200.00 1.64 6.10 6.15 0.000480 1.77 113.33 34.19 0.17 Reach : 8200.00 PF 3 300.00 1.64 6.91 6.981 0.000579 2.13 144.14 42.07 0.19 Reach 18200.00 PF4 400.00 1.64 7.56 7.65 0.000642 2.42 181.04 74.15 0.20 Reach:: -> 8200.00 ''- PF 5 500.00 1.64 8.14 8.24 0.000645 2.62 235.99 100.00 0.20 Reach. 8200.00 : PF 6 600.00 1.64 8.65 8.76 0.000636 2.77 287.48 100.00 0.21 Reach:. 8150.00 PF :1 100.00 1.94 4.96 4.99 0.000418 1.211 83.01 43.66 0.15 Reach l `: 8150.00 PF2 1 200.00 1.94 6.09 6.12 0.000402 1.48 148.54 68.74 0.15 Reach: '. 8150.00 PF 3 300.00 1.94 6.90 6.95 0.000385 1.69 205.53 72.16 0.16 Reach -: 8150.00 PF 4 .. 400.00 1.94 7.57 7.62 0.000374 1.86 267.40 100.001 0.16 Reach. 8150.00 PF5 500.00 1.94 8.14 8.20 0.000367 2.00 324.98 100.00 0.16 Reach -, :81 WOO `. PF6 600.00 1.94 8.661 8.721 0.000363 2.13 376.69 100.00 0.16 Reach` 8100.00 PF :1 100.00 1.79 4.95 4.97 0.000276 1.00 99.77 47.92 0.12 Reach" - 8100.00 :: PF2 200.00 1.79 6.08 6.10 0.000262 1.29 166.74 72.69 0.13 Reach -: 8100.00 ". -.' PF 3 .. 300.00 1.79 6.89 6.93 0.000264 1.50 233.73 100.00 0.13 Reach: :'8100.00 ,...PF4 400.00 1.79 7.56 7.60 0.000266 1.67 300.16 100.00 0.14 Reach `: 8100.00 >: PF5 500.00 1.79 8.14 8.18 0.000270 1.82 357.761 100.00 0.14 Reach' °.8100.00 PF6 600.00 1.79 8.65 8.71 0.000274 1.95 409.48 100.00 0.14 Reach :. 8050.00..... PF '1 100.00 1.51 4.94 4.95 0.000217 0.88 113.59 54.85 0.11 Reach' : 8050.00 - PF2 200.00 1.51 6.07 6.09 0.000228 1.09 188.80 80.10 0.12 Reach:. '8050.00 PF3 300.00 1.51 6.891 6.91 0.000213 1.23 265.88 100.00 0.12 Reach` . 8050.00 : PF4 400.00 1,51 7.561 7.58 0.000205 1.36 332.50 100.00 0.12 Reach 8050.00 PF 5 500.00 1.51 8.13 8.17 0.000202 1.471 390.23 100.00 0.12 Reach - '' 8050.00 PF6 600.00 1.51 8.65 8.69 0.000203 1.58 442.06 100,001 0.12 Reach- 8000.00 PF 1 100.00 1.23 4.94 4.95 0.000134 0.71 140.33 65.05 0.09 Reach 8000.00 PF2 200.001 1.23 6.07 6.08 0.000147 0.90 225.28 93.35 0.09 Reach -: 8000.00 PF 3 300.001 1.23 6.89 6.90 0.000140 1.03 305.86 100.00 0.10 Reach ` 8000.00 PF -4 400MI 1.23 7.55 7.57 0.000140 1.16 372.54 100.00 0.10 Reach: 8000.00 PF 5 500.00 1.23 8.13 8.16 0.000142 1.27 430.31 100.00 0.10 Reach'. - 8000.00 PF6 600.00 1.23 8.65 8.68 0.000145 1.371 482.17 100.00 0.10 Reach- 7950.00 PF -:1 100.00 0.94 4.93 4.94 0.000073 0.56 179.93 76.77 0.06 Reach' : 7950.00 : PF2 200.00 0.94 6.06 6.07 0.000086 0.73 274.82 91.06 0.07 Reach:' :795000 PF 3 300.00 0.94 6.88 6.90 0.000089 0.86 353.71 100.00 0.08 Reach '.7950.00 PF4 400.00 0.94 7.55 7.57 0.000095 0.98 420.41 100.00 0.08 Reach- :: 7950.00 PF 5 500.00 0.941 8.13 8.15 0.000100 1.09 478.21 1()0.1)01 0.08 Reach - `7950.00 PF6 600.00 0.94 8.65 8.67 0.000105 1.18 530.09 100.00 0.09 Reach 7900.00 PF .1 100.00 0.731 4.93 4.94 0.000050 0.49 203.01 78. 65 0.05 Packet Page -765- 1/10/2012 Item 16.A.7. ArC.RAS Plan- Gordon River Ext River, Gordon River Reach: Reach (Continued) Reach River Ste Profile 0 Total Min Ch El W.S. Eleev� Crit W.S :E:G. Eliev: E.G. Slope,': VelChni -: -Flow Area Top Width Frouds # Chi (cf (ft)"", '(ft) (ft) (ftfft) -(ft/ qft a: (ft) Reach 7900.00 PF2-,;, 200.00 0.73 6.06 6.07 0.000065 0.67 297.87 88.55 0.06 Reach: 7900.00 PF 3'. 300.00 0.73 6.88 6.89 0.000071 0.81 374.40 96.17 0.07 Reach 7900.00 PF 4, 400.00 0.73 7.55 7.56 0.000077 0.93 438.53 96.17 0.07 Reach 7960.00 PF 5 500.00 0.73 8.13 8.14 0.000083 1.04 494.08 96.17 0.08 Reach 7900.00 PF 6 600.00 0.73 8.64 8.66 0.000088 1.14 543.96 96.17 0.08 Reach 7850.00: PF 1 100.00 0.96 4.93 4.93 0.000065 0.59 169.96 60.69 0.06 Reach t 7850.00!-,- PF2 200.00 0.96 6.05 6.06 0.000091 0.82 256.54 86.46 0.08 Reach 7850.00 PF 3 "` 300.00 0.96 6.87 6.89 0.000106 0.98 330.46 91.92 0.08 Reach 7850.00 PF 4t 400.00 0.96 7.54 7.56 0.000113 1.12 391.62 91.92 0.09 Reach 7850.00 - PF 5'r_ 500.00 0.96 8.11 8.14 0.000120 1.24 444.59 91.92 0.09 Reach 7850.00 PF6 600.00 0.96 8.63 8.66 0.000127 1.36 492.12 91.92 0.10 Reach 7800.00 Pic 1 100.00 0.95 4.921 4.931 0.000128 0.791 126.64 50.06 0.09 Reach 7800.00 PF 2 200.00 0.95 6.04 6.06 0.000172 1.06 207.53 85.41 .10 Reach 7800.00 PF 3 300.00 0.95 6.86 6.88 0.000181 1.25 278.98 87.86 Reach 7800.00 PF4 400.00 0.95 7.52 7.55 0.000188 1.41 337.24 87.86 0.11 Reach 7800.00, PF 5 500.00 0.95 8.09 8.13 0.000196 1.55 387.69 87.86 0.12 Reach 7800.00 PF 6 600.00 0.95 8.61 8.65 0.006204 1.68 432.94 87.86 0.12 Reach 7750.00 PF 1 100.00 0.66 4.91 4.92 0.0001221 0.76 130.80 50.13 Reach 7750.00 PF 2 200.00 0.661 6.03 6.05 0.000159 1.031 208.08 84.28 0.10 Rekh 7750.00 PF 3: 300.00 0.661 6.-85 6.87 0.000167 1.22 276.84 84.28 0.11 Reach 7750.00 PF4 400.00 0.66 7.51 7.54 0.000176 1.38 332.68 84.28 0.11 Reach 7750.00 PF 5S 500.00 0.66 8.08 8.12 0.000186 1.53 381.02 84.28 0.12 Reach 7750.00 PF 6. 600.00 0.66 8.60 8.64 0.000195 1.67 424.38 84.28 0.12 Reach 17700.00 PF 1 100.00 0.37 4.91 4.92 0.000112 0.74 136.00 51.97 0.08 Reach 7700.00 PF 2 200.00 0.37 6.03 6.04 0.000145 1.00 210.44 80.71 0.09 Reach 7700.00 PF .3- 300.00 0.37 6.84 6.86 0.000159 1.19 276.23 80.71 0.10 Reach 7700.00 PF4 400.00 0.37 7.50 7.53 0.000173 1.36 329.66 80.71 0.11 Reach 7700.00 PF 5: 500.00 0.37 8.08 8.11 0.000186 1.51 375.90 80.71 0.11 Reach 7700.00 PF 6' 600.00 0.37 8.59 8.63 0.000198 1.641 417.38 80.71 0.12 Reach 7650.00 PF 1 100.00 0.29 4.90 4.91 0.000147 0.82 121.73 47.30 0.09 Reach 17650.00 PF2 200.00 0.29 6.01 6.03 0.000192 1.10 194.14 84.69 0.11 Reach 7650.00 PF 3 300.00 0.29 6.83 6.851 0.000201 1.29 263.10 84.69 0.11 Reach 7650.00 PF4 400.00 0.29 7.49 7.52 0.000213 1.45 319.09 84.69 0.12 Reach 7650.00 PF 5: 500.00 0.29 8.06 8.10 0.000225 1.60 367.55 84.69 0.12 Reach 7650.00 PF .6 600.00 0.29 8.57 8.62 0.000237 1.74 411.02 84.69 0.13 Reach 7600.00 PF 1: 100.00 0.39 4.88 4.90 0.000217 1.08 109.81 57.50 0.11 Reach 7600.00 PF 2 200.00 0.391 5.99 6.02 0.000267 1.44 192.28 95.57 0.13 Reach 17600.00 PF3 300.00 0.39 6.80 6.84 0.000282 1.68 269.86 95.57 0.14 Reach 7600.00 PF4 400.00 0.39 7.46 7.51 0.000298 1.89 332.81 95.57 0.14 Reach 7600.00 PF5 500.00 0.39 8.03 8.08 0.000314 2.07 387.27 95.57 0.15 Reach 7600.00 PF6 600.00 0.39 8.54 8.60 0.000328 2.23 436.11 95.57 0.16 Reach 7550.00 PF 1 100.00 0.51 4.87 4.89 0.000256 1.16 12..02 103.08 59.16 0.12 Reach 7550.00 PF2 200.00 0.51 5.97 6.00 0.000314 1.66 179.39 100.00 0.14 Reach 7550.00 PF 3 -' 300.00 0.51 6.78 6.82 0.000331 1.81 260.42 100.00 0.15 Reach 7550.00 PF 4 -- 400.00 0.51 7.44 7.49 0.000346 326.21 100.00 0.1 Reach 7550.00 PF5 500.00 0.511 8.01 8.07 0.000360 220 383.131 100.00 0.16 Reach 7550.00 PF 6 600.00 0.51 8.52 8.59 0.000374 2.36 434.191 100.00 0.16 Reach 7500.00 PF 1 100.00 0.63 4.85 4.88 0.000249 1.16 98.44 57.91 0.12 Reach 7500.00 PF2 200.00 0.63 5.95 6.99 0.000323 1.57 168.16 74.28 0.14 Reach 7500.00 PF 3:. 300.00 0.63 6.76 6.81 0.000349 1.85 245.71 100.00 0.15 Reach 7500.00 PF 4 400.00 0.63 7.42 7.47 0.000366 2.06 311.36 100.00 2 Reach 7500.00 PF 5 <. 500.00 0.63 7.99 8.05 0.000381 2.24 368.18 100.00 Ei: Reach 7500.00 PF6 600.00 0.631 8.50 8.57 0.000394 2.41 419.14 100.00 0.17 Reach 7450.00 PF 1 100.00 0.75 4.84 4.86 0.000239 1.15 93.61 56.71 0.11 Reach 7450.00 PF 2 -` 200.00 0.75 5.94 5.97 0.000328 1.59 161.68 63.57 0.14 Reach 7450.00 PF3 300.00 0.75 6.74 6.79 0,000365 1.88 230.99 100.00 0.15 Reach 7450.00 PF4 400.00 0.75 7.39 7.45 0.000385 2.10 296.47 100.00 0.16 Reach 7450.00 PF 5 1 500.00 0.75 7.96 8.03 0.000401 2.291 353.16 100.00 0.16 Reach 7450:00 PF 6 600.00 0.75 8.47 8.55 0.000415 2.46 404.02 100.00 0.17 Reach 7400.00 PF 1 100.00 0.87 4.83 4.85 0.000227 1.13 89.75 42.67 0.11 Reach 7400.00 PF2 200.00 0.87 5.92 5.96 0.000330 1.59 157.73 72.72 0.14 Reach 7400.00 PF 3 300.00 0.87 6.72 6.77 0.000373 1.89 227.06 100.00 0.15 Reach 7400.00 PF4 400.00 0.87 7.37 7.43 0.000394 2.11 292.43 100.00 0.16 Reach - i `: 7400.00 PF 5 500.00 0.87 7.94 8.011 0.000411 2.30 349.04 100.00 0.16 lReach 17400.00 PF .6 600.00 0.87 8.45 8.521 0.0004251 2.47 399.82 100.00 0.17 Packet Page -766- 1/10/2012 Item 16.A.7. wrr.-RAC Pl- r-,I" M- ry P' - ('-A- Pf ., P-h- 0... h lr-fin ... AN Reach River Sta Profile' 0 Total' Min Ch El W.S. Elev Crit W.S., E:G. Elev E.G. Slope Val Chn] FiDwAreal Top Width Froude#Chl (d (ft ) (ft) (ft) (ft) (ft/ft): (fU (q ft)" (ft)::, 7350.00,:,��:, PF1 100.00 0.98 4.82 4.84 0.000218 1.11 90.00 29.87 0.11 Reach- 7350.00,, PF2 � 200.00 0.98 5.90 5.94 0.000325 1.59 162.65 86.53 Reecho; 7350.00 PF3 300.00 0.98 6.70 6.75 0.000369 1.87 238.15 100.00 -014 0.15 Reach 7350.00' PF4� 400.00 0.98 7.36 7.41 0.000387 2.08 303.49 100.00 0.15 Reach 7350.00 PF5 500.00 0.98 7.92 7.99 0.000403 2.26 360.051 100.00 0.16 Reach_;- 17350.00 PF 6- 600.00 0.981 8.43 8.50 0.0004171 2.42 410.79 100.00 0.17 Reach 7300.00 PF 1 100.00 0.72 4.81 4.83 0.000223 1.12 99.40 50.37 0.11 Reach 7300.00 PF2 200.00 0.72 5.89 5.92 0.000318 1.54 181.08 100.00 0.14 Reach 7300.00, PF 3 300.00 0.72 6.69 6.73 0.000334 1.79 261.17 100.00 0.14 Reach; 7360.00 PF4 400.00 0.72 7.34 7.39 0.000350 1.99 326.48 100.00 0.15 Reach 7300.00 PF5 500.00 0.72 7.91 7.97 0.000365 2.17 382.99 100.00 0.16 Reach 7300.00 " "PF6 600.00 0.72 8.41 8.48 0.000379 2.331 433.68 100.00 0.16 Reach 7250.00 PF 1 100.00 0.45 4.80 4.82 0.000161 0.99 126.52 63.41 0.10 Reach 7250.00 PF2 200.00 0.45 6.88 5.911 0.000228 1.38 199.92 91.77 0.12 Reach 7250.00 PF3 300.00 0.45 6.68 6.72 0.000257 1.64 279.36 100.001 0.13 Reach 7256.00 PF4 400.00 0.45 7.33 7.38 0.000278 1.85 344.56 100.00 0.14 Reach 7250.00 PF5 500.00 0.45 7.901 7.95 0.000296 2.03 400.96 100.00 0.14 Reachr 7250.00 PF 6 600.00 0.45 8.40 8.46 0.000313 2.20 451.56 100.00 0.15 Reach 17200.00 PF I 1 100.00 0.04 4.79 4.81 0.000164 1.02 121.22 61.23 0.10 Reach c. 7200.00 PF2 200.00 0.04 5.67 5.89 0.000240 1.44 191.91 85.94 0.121 Reach 7200.00 PF3 300.00 0.04 6.66 6.701 0.000276 1.71 269.99 100.00 0.13 Reach 7200.00 PF 4 400.00 0.04 7.31 7.36 0.000299 1.93 335.00 100.00 0.14 Reach 7200.00 PF 5 500.00 0.04 7.88 7.93 0.000320 2.13 391.27 100.00 0.15 Reach 7200.00 PF6 600.00 0.04 8.381 8.44 0.000337 2.30 441.75 100.00 0.16 Reach 7150.00 PF 1 100.00 -0.42 4.79 4.80 0.000118 0.89 133.85 61.84 0.08 Reach 17150.00 PF2 200.00 -0.42 5.86 5.88 0.000183 1.29 205.21 88.04 0.11 Reach 7150.00 PF3 300.00 -0.42 6.65 6.69 0.000217 1.561 283.59 100.001 0.12 Reach 7150.00 PF4 400.00 -0.42 7.30 7.34 0.000242 1.78 348.50 100.00 0.13 Reach 7150.00 PF 5 500.00 -0.42 7.87 7.91 0,000262 1.96 404.69 100.00 0.14 Reach 7150.00 PF 6 600.00 -0.42 8.37 8.43 0.000280 2.14 455.09 100.00 0.14 Reach MOM PF 1 100.00 -0.87 4.79 4.80 0.000083 0.78 148.85 62.44 0.07 Reach 7100.00 PF2 200.00 -0.87 5.85 5.87 0.000137 1.15 220.30 90.26 6.-09 Reach 17100.00 PF 3 300.00 -0.87 6.65 6.68 0.000169 1.41 298.95 100.00 0.11 Reach 17100.00 PF4 400.00 -0.87 7.30 7.33 0.000193 1.63 363.78 100.00 0.12 Reach 7100.00 PF5 500.00 -0.87 7.86 7.90 0.000213 1.81 419.89 100.00 0.12 Reach 7100.00 PF6 600.00 -0.87 8.36 8.41 0.000230 1.98 470.23 100.00 0.13" Reach. 7050.00 PF 1 100.00 -1.33 4.78 4.79 0.000058 0.68 165.11 61.13 0.06 Reach 7050.00 PF2 200.00 -1.33 5.85 5.87 0.000103 1.03 234.02 90.65 OM Reach' 7050.00 'PF :3 300.00 -1.33 6.64 6.67 0.000131 1.29 311.35 98.07 0.091 Reach 17050.00 PF4.. 400.00 -1.33 7.29 7.32 0.000154 1.491 374.84 98.07 0.10 Reach 7050.00 PF 5 500.00 -1.33 7.851 7.89 0.000173 1.68 429.79 98.07 0.11 Reach 7050.00 PF6 600.00 -1.33 8.35 8.401 0.000190 1.84 479.09 98.07 0.12 Reach 7000.00 PF 1 100.00 -1.78 438 4.79 0.000041 0.59 180.43 55.36 0.05 Reach 7000.00 PF2 200.00 -1.78 5.85 5.86 0.000077 0.93 241.72 86.65 0.07 Reach 7000.00 PF3 300.00 -1.78 6.64 6.66 0.000104 1.18 314.121 91.69 0.09 Reach 7000.00 PF4 400.00 -1.78 7.29 7.31 0.000125 1.39 373.38 91.69 0.10 Reach 17000.00 PF 5 500.00 -1.78 7.85 7.88 0.000144 1-57 424.67 91.69--- 0.10 Reach 7000.00 PF 6 600.00 -1.78 8.35 8.39 0.000161 1.74 470.68 91.69 0.11 Reach 6950.00 PF 1 100.00 -2.24 4.78 4.79 0.000029 0.52 197.66 49.70 0.04 Reach 6950.00 PF2 200.00 -2.24 5.85 5.86 0.000058 0.64 251.30 60.44 0.06 Reach 6950.00 PF .3 300.00 -2.24 6.64 6.66 0.000081 1.08 318.25 85.31 0.08 Reach < 6950.00 PF4 400.00 -2.24 7.28 7.31 0.000101 1.29 373.32 85.31 0.091 Reach 6950.00 PF 5 500.00---- -2.24 7.84 7.87 0.000118 1.471 420.97 85.31 0.09 Reach PF 6 600.00 -2.24 8.34 8.38 0.000134 1.63 463.72 85.31 0.10 Reach 6900.00 PF 1 100.00 -1.80 4.78 4.78 0.000045 0.60 170.33 52.92 0.05 Reach 6900.00 PF .2 200.00 -1.80 5.84 5.85 0.000083 0.94 227.42 62.13 0.07 Reach 6900.00 PF 3 300.00 -1.80 6.631 6.65 0.000110 1.19 294.59 87.62 0.09 Reach 6900.00 PF4 400.00 -1.80 7.271 7.30 0.000132 1.40 351.00 87.62 0.10 Reach, 6900.00 PF 5 500.00 -1.801 7.83 7.87 0.000151 1.58 399.81 87.62 0.11 Reach 6900.00 PF6 600.00 -1.80 8.33 8.37 0.000168 1.751 443.60 87.62 0.11 Reach. 6850.00 PF 1 100.00 0.01 4.76 4.78 0.000215 1.11 90.30 29.00 0.11 Reach 6850.00 PF2 200.00 0.01 5.80 5.94 0.000364 1.62 135.07 74.86 0.15 Reach 6850.00 PF3 300.00 0.01 6.59 6.64 0.000421 1.88 209.49 97.49 0.16 Reach 6850.00 PF4 400.00 0.011 7.23 7.29 0.000424 2.07 272.02 OV Reach 6850.LO PFF 7.78 785 0.000429 2.25 16 326�2 �7�49 491 0171 Reach 6850 .0. i5 666 6 'ON N! 6 11 Ili: 8.36 0.000436 2.40 374.741 97.491 0.18 Packet Page -767- 1/10/2012 Item 16.A.7. IPr-RAC Plan rnrrinn Pi- Fvt Rivar rnrrinn Rivar Raanh- Raarh Reach '- River Sta- ':Profile', '':Q Total Min Ch El 'W.S.Elev .-` -,Crft W.S E.G'Elev� E.G. Slope Vel Chn1- Flow Area "z. Top Width.:'. Froucle. #.Chi l: ..:(cf) .. (ft (fth - (ft) ': - (ft) z.(fUR) (ft! .' ":( 9ft (ft) Reach 6800.00 PF 1 ;. ' 100.00 -0.05 4.76 4.77 0.000067 0.67 148.38 42.49 0.06 Reach - 6800.00 PF 2 200.00 -0.05 5.81 5.83 0.000119 1.02 210.56 84.56 0.09 Reach,•::. 6800.00' - PF3': 300.00 -0.06 6.59 6.62 0.000144 1.25 285.48 96.43 0.10 Reach :" 6800.00' . PF4::: 400.00 -0.05 7.24 7.27 0.000163 1.45 347.34 96.43 0.11 Reach - - ':6800.00 PF 5'i 500.00 -0.051 7.79 7.831 0.000180 1.61 400.91 96.43 0.11 Reach ' ; 6800.00 - PF 6:: -: i 600.00 -0.051 8.29 8.33 0.000194 1.77 448.98 96.43 0.12 Reach 6750.00 ": PF 1:� 100.00 -0.06 4.76 4.77 0.000047 0.57 175.84 50.23 0.05 Reach : -- i 6750.00 PF 2S: 200.00 -0.06 5.81 5.82 0.000081 0.86 246.70 80.95 0.07 Reach `" `.:6750.00 PF3 300.00 -0.06 6.59 6.61 0.000104 1.08 310.36 81.27 0.08 Reach.:'- P 6750.00 PF4: 400.00 -0.06 7.23 7.26 0.000123 1.26 362.47 81.27 0.09 Reach '` ` 675000 PF 5 "' 500.00 -0.06 7.79 7.82 0.000140 1.42 407.58 81.27 0.10 Reach : . 6750.00 PF 6 ` 600.00 -0.06 8.29 8.321 0.000156 1.57 448.07 81.27 0.11 Reach ', 6700.00 PF1 - -. 100.00 0.01 4.76 4.76 0.000063 0.65 152.69 43.77 0.06 Reach "- 6700.00 PF 2' 200.00 0.01 5.80 5.82 0.000108 0.98 225.17 77.85 0.08 Reach ':- ': 6700.00 PF3 300.00 0.01 6.58 6.60 0.000137 1.22 286.41 78.55 0.10 Reach : :: 6700.00 : PF 4 >: 400.00 0.01 7.22 7.25 0.000161 1.42 336.58 78.55 0.11 Reach - -: ': 6700.00 PF5- 500.00 0.01 7.77 7.81 0.000182 1.601 380.01 78.55 0.11 6700.00 PF 6::' 600.00 0.01 8.27 8.31 0.000201 1.76 418.97 78.55 0.12 Reach - 6650.00 PF 1 100.00 0.07 4.75 4.76 0.000092 0.78 130.44 58.15 0.07 Reach::- 6650.00 PF 2 = 200.00 0.07 5.79 5.81 0.000152 1.15 205.58 74.71 0.10 Reach -: - 6650.00 PF 3! 300.00 0.07 6.57 6.59 0.000191 1.41 264.27 75.82 0.11 Reach " " 6650.00 PF4' 400.00 0.07 7.20 7.24 0.000220 1.63 312.48 75.82 0.12 Reach ::. 6650.00 PF 5':. 500.00 0.07 7.75 7.80 0.000247 1.82 354.18 75.82 0.13 Reach 6650.00 :. PF6. 600.00 0.07 8.25 8.30 0.000272 2.00 391.59 75.82 0.14 Reach 6600.00 PF 1 100.00 0.14 4.74 4.751 0.000151 0.97 114.67 69.11 0.09 Reach :'. :6600.00 PF2 ` 200.00 0.14 5.77 5.80 0.000234 1.38 187.24 71.591 0.12 Reach :: 6600.00 PF3" 300.00 0.141 6.54 6.58 0.000286 1.67 243.29 73.10 0.14 Reach 6600.00 :PF4. 400.00 0.14 7.18 7.23 0.000323 1.90 289.51 73.10 0.15 Reach -: : :- 6600.00 - PF 5 500.00 0.14 7.72 7.78 0.000357 2.11 329.49 73.10 0.15 Reach "' 6600.00 PF 6 600.00 0.14 8.21 8.28 0.000388 2.31 365.33 73.10 0.16 Reach -' 6550.00 PF 1 ' 100.00 0.21 4.72 4.74 0.000296 1.29 100.23 65.98 0.13 Reach : 6550.00, PF2`: 200.00 0.21 5.74 5.78 0.000413 1.73 169.04 68.44 0.16 Reach " `. 6550.00 PF 3 ; 300.00 0.21 6.51 6.56 0.000481 2.02 222.38 70.29 0.17 Reach " 6550.00 ' PF 4 -' 400.00 0.211 7.14 7.20 0.000523 2.28 266.63 70.38 0.18 Reach ": 6550.00 - PF 5 ': 500.00 0.21 7.68 7.76 0.000563 2.50 304.88 70.38 0.19 Reach : ': 6550.00 - PF 6 600.00 0.21 8.17 8.26 0.000600 2.71 339.16 70.38 0.20 Reach 6500.00 PF .1 - -. t00 A0 0.24 4.71 4.73 0.000178 1.00 115.12 70.89 0.10 Reach ` - 6500.00 : PF.25 200.00 0.24 5.74 5.76 0.000257 1.38 189.32 74.23 0.13 Reach' ..'.6500.00 PF3'. 300.00 0.24 6.50 6.54 0.000292 1.64 252.72 94.03 0.14 Reach':- - 6500.00 PF4,' 400.00 0.24 7.13 7.18 0.000311 1.85 315.35 100.00 0.15 Reach ;" 6500.00 PF5 500.00 0.24 7.68 7.73 0.000326 2.03 369.87 100.00 0.15 Reach. :., 6500.00 PF6'. 600.00 0.24 8.17 8.23 0.000340 2.20 418.77 100.00 0.16 Reach : 6450.00 PF 1 100.00 0.25 4.70 4.72 0.000204 1.04 107.96 71.18 0.11 Reach -: '. 6450:00 : PF 2 200.00 0.25 5.72 5.75 0.000270 1.41 191.02 95.39 0.13 Reach 'S 6450.00 PF 3 = 300.00 0.25 6.49 6.53 0.000288 1.65 267.15 100.00 0.14 Reach - 6450.00 PF4'' 400.00 0.25 7.12 7.16 0.000303 1.85 330.16 100.00 0.14. Reach : 6450.00 PF `5. 500.00 0.25 7.66 7.72 0.000318 2.03 384.63 100.00 Reach' 6450.00 PF 6 600.00 0.251 8.15 8.21 0.000332 2.19 433.48 100.00 0.16 Reach : 6400.00 PF 1 100.00 0.59 4.70 4.711 0.000149 0.86 130.33 75.39 0.09. Reach :. 6400.00 PF:2 200.00 0.59 5.72 5.74 0.000185 1.18 216.331 89.26 0.11 Reach -. '- 6400.00 : PF 3: 300.00 0.59 6.48 6.51 0.000205 1.41 291.481 100.00 0.12 Reach : : - 6400.00 PF4 - 400.00 0.59 7.11 7.15 0.000222 1.60 354.45 100.00 0.131 Reach 6400.00 PF5 500.00 0.59 7.66 7.70 0.000236 1.77 408.90 100.00 0.131 Reach '.' '. 6400.00 - PF 6.- 600.00 0.59 8.15 8.19 0.000250 1.93 457.73 100.00 0.14' Reach : 6350.00 PF 1 100.00 0.75 4.69 4.70 0.000181 0.93 123.62 73.57 0.10 Reach 16350.00 PF2: 200.00 0.75 5.70 5.73 0.000227 1.25 205.71 94.98 0.121 Reach '' -' 6350.00 PF3. 300.00 0.75 6.47 6.50 0.000240 1.47 282.13 100.00 0.13 Reach': -: "- .6350.00 PF4.: 400.00 0.75 7.10 7.14 0.000253 1.65 345.04 100.00 0.13 Reach ;: . ': 6350.00 PF 5 = 500.00 0.75 7.64 7.69 0.000265 1.82 399.42 100.00 0.14 Reach -:- ::: 6350.00 PF6i: 600.00 0.75 8.13 8.18 0.000277 1.97 448.18 100.00 0.14 Reach 6300.00 PF 1 = 100.00 0.67 4.67 4.69 0.000220 1.00 118.29 72.02 0.11 Reach 6300.00 PF 2' - -: 200.00 0.67 5.69 5.711 0.000251 1.33 206.32 100.00 0.13 Reach': .`6300.00 PF3. 300.00 0.67 6.46 6.49 0.000263 1.55 283.03 100.00 0.13 Reach` -: - 6300:00 PF4 <:. 400.00 0.67 7.08 7.12 0.000276 1.75 345.84 100.00 0.14'. Reach - 6300.00 PF 5;: 500.00 0.67 7.63 7.67 0.000290 1.92 400.12 100.001 0.141 Packet Page -768- 1/10/2012 Item 16.A.7. HEC -RAS Plan: Gordon River EM River: Gordon River Reach: Reach (Continued) ' Reach: -River Sta - - (Profile - 0 Total `- Min Ch El W.S.:Elev ,CrH W.S. E.G. Elev - E.G. Slope ': Val Chn( -' Flow Area Top Width; , Froude:# Chi ' ?. (cf ).:: -. (ft) ." ' (ft) (ft) }, (ft) ' ; (fVft) ,: (fV) q ft ) (ft);:. Reach . 6300:00 : PF 6 600.00 0.67 8.11 8.17 0.000303 2.08 448.78 100.00 0.15 Reach P 6250.00 PF 1 - 100.00 0.58 4.66 4.68 0.000230 1.06 117.02 79.33 0.11 Reach r 6250.00 - PF2, 200.00 0.58 5.67 5.70 0.000260 1.39 211.93 100.00 0.13. Reach -': :' 6250.00-. PF .3 ', 300.00 0.58 6.44 6.47 0.000275 1.63 288.56 100.00 0.14'. Reach 16250.00 ' PF 4,11 400.001 0.58 7.07 7.11 0.0002911 1.83 351.26 100.00 0.14 Reach > '6250.00 '.!: PF6 '. 500.00 0.58 7.61 7.66 0.000307 2.01 405.43 100.00 0.15 Reach -: -. '= 6250.00 PF6 600.00 0.58 8.09 8.15 0.000322 2.18 453.99 100.00 0.16 Reach' -: 6200.00 PF1 100.00 0.64 4.65 4.67 0.000199 1.03 132.20 98.26 0.11 Reach -:.: = 6200.00. PF2 200.00 0.64 5.66 5.69 0.000229 1.35 233.30 100.00 0.12 Reach' -' 6200.00 '- PF 3 300.00 0.64 6.431 6.46 0.000249 1.59 309.85 100.00 0.13 Reach `, 6200.00 " -. PF -4 400.00 0.64 7.061 7.09 0.000268 1.80 372.48 100.001 0.14 Reach 16200.00 -.:' PFb 1 500.00 0.64 7.60 7.641 0.000287 1.99 426.56 100.00 0.15 Reach:` x:6200.00 ' PF 6' 600.00 0.64 8.08 8.13 0.000304 2.161 475.05 100.00 0.15 Reach': 6150.00, PF 1 100.00 0.80 4.64 4.66 0.000169 0.96 152.69 100.00 0.10 Reach' -' 6150.00 ` PF2 200.00 0.80 5.66 5.68 0.000198 1.27 253.73 100.00 0.11 Reach'. : 6150.00' PF .:3 300.00 0.80 6.42 6.45 0.000220 1.51 330.22 100.00 0.12 Reach G> "' 6150.00 :. PF4 400.00 0.80 7.05 7.08 0.000240 1.72 392.761 100.00 0.13 Reach'. :° 6150.00 -: - PF 5 500.00 0.80 7.591 7.63 0.000259 1.90 446.78 100.00 0.14 Reach 16150.00 PF 6 1 600.00 0.80 8.07 8.121 0.000277 2.08 495.19 100.00 0.15 Reach''. :6100.00 PF -1 100.00 0.78 4.63 4.65 0.000217 1.01 140.65 82.03 0.11 Reach : 6100.00 : PF2 200.00 0.78 5.64 5.66 0.000266 1.32 226.82 88.94 0.13 Reach -: 6100.00 - PF 3 300.00 0.78 6.41 6.44 0.000295 1.53 296.75 94.18 0.14 Reach 6100.00 PF4 400.00 0.78 7.03 7.07 0.000320 1.71 356.95 98.44 0.15 Reach - " 6100.00 PF 5 500.00 0.78 7.57 7.61 0.000333 1.87 410.78 100.00 0.15 Reach 6100.00 PF 6 600.00 0.78 8.06 8.10 0.000341 2.02 459.18 100.00 0.16 Reach': .6050.00 PF 1 100.00 0.70 4.62 4.641 0.000253 1.09 124.92 67.26 0.12 Reach ` 6050.00 PF2 200.00 0.70 5.62 5.65 0.000320 1.44 194.00 70.58 0.14 Reach - :: 6050.00 : PF 3 300.00 0.70 6.38 6.421 0.000363 1.69 248.53 73.09 0.15 Reach °: 6050.00 - PF4 400.00 0.70 7.00 7.05 0.000400 1.90 294.55 75.15 0.16 Reach' > 6050.00 PF 5 500.00 0.70 7.54 7.59 0.000432 2.08 335.35 76.92 0.17 Reach` -. -- 6050.00 :. PF -6 600.00 0.70 8.021 8.08 0.000459 2.23 372.76 78.51 0.18 Reach J6000.00 PF -1 100.00 0.47 4.60 4.62 0.000350 1.28 96.32 59.18 0.14 Reach' `- :6000.00 :.f PF2 200.00 0.47 5.59 5.63 0.000451 1.70 156.53 62.22 0.17 Reach :. - 6000.00 PF 3 300.00 0.47 6.34 6.39 0.000509 1.99 204.21 64.54 0.18 Reach - -' 6000.00 : PF4 400.00 0.47 6.95 7.02 0.000558 2.22 244.46 66.42 0.19 Reach- 6000.00 > PF5 500.00 0.47 7.49 7.56 0.000600 2.42 280.18 68.16 0.20 Reach -: : 6000.00 ' PF .6 600.00 0.47 7.96 8.05 0.000635 2.60 313.35 71.08 0.21 Reach ° 5950.00 PF 1 100.00 0.20 4.581 4.60 0.000377 1.071 93.48 50.13 0.14 Reach 15950.00 PF2 200.00 0.20 5.571 5.60 0.000390 1.38 144.71 53.17 0.15 Reach; x'.5950.00 PF3 300.00 0.20 6.33 6.37 0.000412 1.62 185.54 55.48 0.16 Reach.` - 5950,00 PF4 400.00 0.20 6.94 6.99 0.000439 1.82 220.72 59.16 0.16 Reach `: 5950.00 : PF5 500.00 0.20 7.47 7.53 0.000457 1.99 252.751 61.471 0.17 Reach - 5950.00 PF 6 600.00 0.20 7.95 8.02 0.000475 2.15 282.47 63.45 0.17 Reach' 5900.00 '.PF1 100.00 -0.06 4.57 4.59 0.000215 1.10 94.52 39.37 0.11 Reach - 5900.00 PF2 200.00 -0.06 5.54 5.58 0.000344 1.63 133.65 41.39 0.15 Reach 15900.00 : PF 3 300.00 -0.06 6.281 6.34 0.000441 2.03 165.29 44.46 0.17 Reach 5900.00 -. PF4 400.00 -0.06 6.88 6.961 0.000525 2.36 192.68 46.96 0.19 Reach ' 5900.00 - PF5 500.00 -0.06 7.40 7.50 0.000591 2.66 218.63 56.96 0.20 Reach : 5900.00 PF 6 600.00 -0.06 7.86 7.99 0.000641 2.93 248.25 71.13 0.21 Reach - 5850.00 PF 1 100.00 -0.25 4.56 4.58 0.000207 1.13 88.41 26.22 0.11 Reach 5850.00 PF2 200.00 -0.25 5.52 5.57 0.000397 1.76 115.92 34.03 0.15 Reach 5850.00 PF 3 300.00 -0.25 6.24 6.32 0.000534 2.23 147.41 52.99 0.18 Reach 15850.00 '` PF4 400.00 -0.25 6.831 6.93 0.000645 2.61 182.57 62.67 0.20 Reach : 5650.00 PF5 500.00 -0.25 7.341 7.471 0.000733 2.92 214.59 62.67 0.21 Reach : 5850.00 ' - PF6 600.00 -0.25 7.801 7.95 0.000810 3.19 243.33 62.67 0.22 Reach - 5800.00 PF '1 100.00 0.08 4.55 4.56 0.000162 0.951 118.68 54.78 0.10 Reach 5800.00 `.- PF2 200.00 0.081 5.52 5.54 0.000251 1.40 179.68 65.52 0.12 Reach - : 5800.00 PF 3 300.00 0.081 6.24 6.29 0.000312 1.72 227.50 65.52 0.14 Reach:' ':. 5800.00 - PF4 400.00 0.081 6.84 6.89 0.000366 1.99 266.46 65.52 0.15 Reach >:: 5800.00 ... ; PF 5. - - 500.00 0.08 7.35 7.42 0.000415 2.24 300.17 65.52 0.16 Reach ': . ' 5800.00 3 PF 6 600.00 0.08 7.82 7.90 0.000460 2.46 330.45 65.52 0.17 Reach' `5750.00 PF .1: 100.00 0.42 4.55 4.56 0.000101 0.79 148.94 68.37 0.08 .Reach:. ' 5750.00 r PF2 200.00 0.42 5.51 5.53 0.000153 1.16 214.88 68.37 0.10 Reach: 5750.00 -[PF.3 300.00 0.42 6.24 6.27 0.000192 1.44 264.76 68.371 0.12 Reach'- : 5750.00 PF4 400.00 0.42 6.841 1 6.881 0.0002261 1.691 305.401 68.37 0.13 Packet Page -769- 1/10/2012 Item 16.A.7. 4FC-RAS Plan- Gordon River Ext River: Gordon River Reach: Reach (Continued) Reach River Sta .Profile ' Q Total Min Ch Ef W.S. EW CrI11W.S.", E.G:: Elev E.G. Slope Val Chni FlawArea: TopWidth' Froude # Chi cf (H) "'(ft) MY (ft) (ftmt), (ft/) qft) Reach 5750.00 PFSI- ' 500.00 0.42 7.35 7.40 0.000256 1.91 340.58 68.37 0.14 Reach 5750.00 PF 6: 600.00 0.42 7.81 7.87 0.600284 2.12 372.16 68.37 0.15 Reach 5700.00 PF 1 100.00 0.47 4.54 4.55 0.000132 0.88 129.66 66.98 0.09 Reach 5700.00 PF 2 200= 0.47 5.50 5.52 0.000194 1.28 193.92 66.98 0.11 Reach 15700.00 ,,- PF 3: 1 300.00 0.471 6.22 6.26 0.000238 1.581 242.52 66.98 0.13 Reach 5700.00 PF 4 ^. 400.00 0.47 6.81 6.86 0.000277 1.84 282.111 66.98 0.14 Reach, 5700.00 PF5 500.00 0.47 7.33 7.39 0.600312 2.08 316.34 66.98 0.15 Reach 5700.00,:; PF 6 600.00 0.47 7.78 7.86 0.600343 2.29 347.08 66.98 0.16 Reach 5650.00, PF,1 100.00 0.51 4.53 4.54 0.000174 0.97 114.65 65.59 0.10 Reach 5650.00: PF2 200.00 0.51 5.48 5.51 0.000246 1.40 177.21 65.59 0.13 Reach 5650.00 PF3 300.00 0.51 6.20 6.25 0.000295 1.72 224.54 65.69 0.14 Reach 5650.00 PF 4 1 400.00 0.511 6.79 6.85 0.000339 1.991 263.05 66.591 0.15 Reach 5650.00, PF 5 500.00 0.51 7.30 7.37 0.000377 2.24 296.36 65.59 0.17 Reach 5650.00 PF 6:: 600.00 0.51 7.75 7.84 0.000412 2.46 326.24 65.59 0.18 Reach 5600.00 PF 1 100.00 0.56 4.51 4.53 0.000269 1.07 103.87 64.19 0.12 Reach 5600.00 PF2 200.00 0.56 5.46 5.50 0.000335 1.46 164.88 64.19 0.14 Reach 5600.00 PF 3'- 300.00 0.56 6.18 6.23 0.000383 1.76 211.06 64.19 0.15 Reach 15600.00 PF4 400.00 0.56 6.77 6.83 0.000430 2.02 248.64 64.19j 0.16 Reach 5600.00 PF6 500.00 0.56 7.28 7.35 0.000473 2.25 281.13 64.19 0.17 Reach 5600.00 PF6 600.00 0.56 7.73 7.81 0.000513 2.461 310.30 64.19 0.18 Reach 5550.00, PF 1 100.00 0.51 4.50 4.52 0.000259 1.12 103.76 63.45 0.12 Reach 5550.00 PF2 200.00 0.51 5.44 5.48 0.000353 1.57 163.64 63.45 0.15 Reach 5550.00 PF3 300.00 0.51 6.16 6.21 0.000420 1.91 208.97 63.45 0.16 Reach 5550.00 PF 4: 400.00 0.51 6.74 6.80 0.000481 2.19 245.82 63.45 0.17 Reach 15550.00 PF 5 500.00 0.51 7.24 7.32 0.000537 2.45 277.66 63.45 0.18 Reach 5550.00, PF 6 600.00 0.51 7.69 7.79 0.000589 2.68 306.21 63.45 0.19 Reach 5500.00 PF 1 100.00 0.34 4.49 4.51 0.000217 1.06 110.82 63.46 0.11 Reach 5500.00 PF 2 200.00 0.34 5.43 5.46 0.000311 1.51 170.45 63.46 0.14 Reach 5500.00 PF3 300.00 0.34 6.14 6.19 0.000379 1.85 215.59 63.46 0.15 Reach 5500.00 PF 4: 400.00 0.34 6.72 6.78 0.000441 2.13 252.26 63.46 0.17 Reach 5500.00 PF5 500.00 0.34 7.22 7.29 0.000498 2.39 283.94 63.46 0.18 Reach 15500.00 PF 6 600.00 0.34 7.66 7.76 0.000550 2.62 312.34 63.46 0.19 Reach 5450.00 PF 1 100.00 0.181 4.48 4.50 0.000181 1.00 117.66 63.47 0.10 Reach 5450.00 PF 2 200.00 0.18 5.42 5.45 0.000274 1.45 177.02 63.47 0.13 Reach 5450.00 PF '3 300.00 0.18 6.12 6.17 0.000342 1.79 221.97 63.47 0.15 Reach 5450.00 PF 4: 400.00 0.18 6.70 6.76 0.000404 2.08 258.46 63.47 0.16 Reach 5450.00 PF 5 500.00 0.18 7.20 7.27 0.000461 2.33 289.98 63.47 0.17 Reach 5450.00 PF 6 600.00 0.18 7.64 7.73 0.000513 2.57 318.23 63.47 0.18 Reach 5400.00 PF 1 > 100.00 0.02 4.47 4.49 0.000152 0.951 124.52 63.48 0.09 Reach 5400.00 PF2 200.00 0.02 5.40 5.43 0.000241 1.39 183.63 63.48 0.12 Reach 5400.00 PF3 300.00 0.02 6.11 6.15 0.000308 1.73 228.39 63.48 0.14 Reach 5400.00 PF4 400.00 0.02 6.68 6.74 0.000369 2.02 264.71 63.48 0.15 Reach 5400.00 PF5 500.00 0.02 7.18 7.25 0.000426 2.28 296.06 63.48 0.17 Reach 5400.00 PF6 600.00 0.02 7.62 7.70 0.000477 2.51 324.16 63.48 0.18 Reach 5350.00 PF 1 100.00 -0.05 4.47 4.48 0.000140 0.92 128.55 63.50 0.09 Reach 5350.00 PF 2 200.00 -0.05 5.39 5.42 0000228 1.37 167.42 63.50 0.12 Reach 5350.00 PF 3 300.00 -0.051 6.10 6.14 0.000295 1.71 231.99 63.50 0.14 Reach 5350.00, PF 4 400.00 -0.05 6.66 6.72 0.000356 2.00 268.13 63.50 0.15 Reach 5350.00 PF 5 500.00 -0.05 7.16 7.22 0.000412 2.25 299.31 63.50 0.16 Reach 5350.00 PF .6 600.00 -0.05 7.60 7.68 0.000464 2.49 327.26 63.50 0.17 Reach 5300.00 PF 1 100.00 -0.11 4.46 4.471 0.000132 0.91 130.33 :�I�53� 0.09 Reach 5300.00 PF2 200.00 -0 .11 5.38 5.41 0.000219 1.35 188.96 53 0.12 Reach 15300.00 PF 3 300.00 -0.11 6.08 6.12 0.060287 1.69 233.33 63.53 0.13 Reach 5300.00 PF4 400.001 -0.11 6.65 6.70 0.000348 1.98 269.30 63.53 0.15 Reach 5300.00 PF5< 500.00 -0.11 7.14 7.20 0.000405 2.241 300.321 63.53 0.16 Reach 5300.00 PF6 600.00 -0.11 7.57 7.66 0.000457 2.48 328.12 63.53 0.17 Reach 5250.00 PF 1 100.00 -0.18 4.451 4.47 0.000129 0.91 126.19 60.47 0.09 Reach 5250.00 PF 2 200.00 5.40 0.000219 1.36 184.25 61551 0.12 Reach 5250.00 PF 3': 300.00 -0.18 6.071 6.11 0.000289 1.70 228.39 63.551 0.13 Reach 5250.00 PF47 400.00 -0.181 6.63 6.68 0.000352 2.00 264.14 63.55 0.15 Reach 5250.00 PF 5 500.00 -0.18 7.11 7.18 0.000410 2.26 294.96 63.55 0.16 Reach 5250.00 PF6 600.00 -0.18 7.55 7.63 0.000463 2.50 322.57 63.55 0.17 Reach 5200.00 PF 1 100.00 -0.25 4.45 4.46 0.000129 0.90 118.98 51.20 0.09 Reach 5200.02 200.00 -0.25 5.36 5.39 0.000226 1.38 172.76 63.58 0.12 Reach 5200. 1�ff� F 3 300.00 -0.25 6.05 6.09 0.000299 1.73 216.63 63.68 0.141 Packet Page -770- 1/10/2012 Item 16.A.7. HFr. -RAR Plan• rinrrinn Rivw FY Rivnr• r-rd- Pi- Raanh- RParh fr-fi -,rh ..: Reach- - River Sta - :Profile a Total =l . Min Ch El W.S. Elev - Crft W.S.- E.G. Elea "` E.G. Slope . Val Chnl ':FlowArea Top Width °: :Froude # Chi (cf) (ft) (ft) (ft): `.(ft) : >(ftrtt) :`(fU) . -:., qft)' :. (ft) Reach':: 5200:00', PF4 400.00 -0.25 6.61 6.67 0.000364 2.03 252.14 63.58 0.15 Reach [ 5200:00; : PF5 500.00 -0.25 7.09 7.16 0.000424 2.29 282.74 63.58 0.17 Reach -< ' ` 5200.00 . PF 6 600.00 -0.25 7.52 7.61 0.000479 2.53 310.14 63.58 0.18 Reach 5150.00. PF .1 100.00 -0.24 4.44 4.45 0.000166 0.94 107.47 42.03 0.10 Reach %: 5150.00.. .:- PF 2" 1 200.00 -0.24 5.34 5.37 0.0002721 1.41 153.03 58.65 0.13 Reach -': ; 5150.00.. S PF3 300.00 -0.24 6.03 6.08 0.000347 1.76 195.42 62.45 0.15 Reach:.- !'.5150.00 ` : PF4 400.00 -0.24 6.58 6.65 0.000412 2.06 230.04 62.45 0.16 Reach.'' -. 5150.00 PF 5` 500.00 -0.24 7.06 7.14 0.000471 2.32 259.87 62.45 0.17 Reach -> - 5150.00 " PF 6 600.00 -0.24 7.49 7.58 0.000525 2.56 286.57 62.45 0.18 Reach, 5100.00 PF -1 - 100.00 -0.23 4.43 4.44 0.000218 1.01 98.65 37.10 0.11 Reach?' 5100.00.. : PF2 200.00 -0.23 5.321 5.36 0.000363 1.481 136.63 49.54 0.14 Reach -: - ' -: = 5100.00 PF 3 300.00 -0.23 6.00 6.06 0.000436 1.83 174.57 61.25 0.16 Reach + 5100.00 '. PF4 400.00 -0.23 6.55 6.62 0.000498 2.11 208.29 61.25 0.18 Reach : " ' : 5100.00 - PF 5 - 500.00 -0.23 7.03 7.11 0.000553 2.36 237.34 61.25 0.19 Reach -: - :5100.00 PF6... 600.00 -0.23 7.45 7.55 0.000603 2.59 263.35 61.25 0.20 Reach : 5050.00 PF'1. 100.00 -0.16 4.41 4.43 0.000222 1.04 96.45 35.431 0.11 Reach 5050.00 ' PF2 200.00 -0.16 5.30 5.34 0.000362 1.55 131.15 43.171 0.15 Reach - -: :.' 5050.00 PF3 300.00 -0.16 5.971 6.03 0.000460 1.941 162.88 52.791 0.17 Reach -. ' 5050.00 S PF4 400.00 , -0.16 6.52 6.60 0.000544 2.27 194.17 61.19 0.18 Reach' < 5050.00 PF 5 500.00 -0.16 6.98 7.08 0.000615 2.55 222.78 61.19 0.20 Reach "= ` 5050.00 PF :6 600.00 -0.16 7.40 7.52 0.000678 2.80 248.41 61.19 0.21 Reach.' 5000.00 -PF 1 100.00 -0.06 4.40 4.42 0.000220 1.03 96.97 35.72 0.11 Reach:" 5000.00. ':. PF2 200.00 -0.06 5.28 5.32 0.000401 1.53 130.97 41.49 0.15 Reach 5000.00 PF .3 300.00 -0.06 5.95 6.01 0.000497 1.88 160.461 47.13 0.17 Reach 15000.00 PF4 400.00 -0.06 6.49 6.57 0.000569 2.18 187.35 53.48 0.19 Reach'. '5000.00 ''. PF5 500.00 -0.06 6.96 7.05 0.000633 2.45 214.19 61.60 0.20 Reach > ! 5000.00 :- PF 6 600.00 -0.06 7.37 7.48 0.000687 2.69 239.86 61.60 0.21 Reach'- 4950.00 PF 1 100.00 0.04 4.39 4.41 0.000197 1.04 97.13 35.98 0.11 Reach : 4950.00 PF 2 200.00 0.04 5.26 5.30 0.000345 1.60 130.88 41.67 0.14 Reach - 4950.00 PF3 300.00 0.04 5.92 5.98 0.000463 2.04 159.70 45.98 0.17 Reach: 4950.00 :.: PF 4 400.00 0.04 6.45 6.54 0.000572 2.411 184.94 49.61 0.19 Reach 14950.00 PF 5 500.00 0.04 6.90 7.02 0.000672 2.75 208.40 53.86 0.21 Reach- :'. 4950.00 : PF6 600.00 0.04 7.31 7.45 0.000766 3.05 231.16 59.58 0.22 Reach:: 4900.00 PF1 100.00 0.14 4.38 4.40 0.000202 1.04 96.97 36.28 0.11 Reach. 4900.00 PF2 200.00 0.14 5.24 5.28 0.000350 1.60 130.67 41.92 0.14 Reach 4900.00 PF3 300.00 0.14 5.90 5.96 0.000469 2.04 159.38 46.18 0.17 Reach :: 4900.00 -' PF 4 400.00 0.14 6.42 6.51 0.000578 2.41 184.45 49.61 0.19 Reach:'. : 4900.00 PF 5 500.00 0.14 6.87 6.98 0.000679 2.741 207.36 52.54 0.21 Reach <: "` 4900.00 PF6 600.00 0.14 7.27 7.41 0.000770 3.04 228.92 55.16 0.22 Reach ` 4850.00 PF 1 100.00 0.19 4,371 4.39 0.000243 1.06 96.30 43.42 0.12 Reach ' :- 4850.00 : PF 2 200.00 0.19 5.23 5.27 0.000367 1.58 134.50 45.78 0.15 Reach -: '. 4850.00 PF3 300.00 0.19 5.88 5.94 0.000459 1.98 164.89 48.61 - 0.17 Reach -" : "4850.00 PF4 400.00 0.19 6.40 6.48 0.000541 2.34 191.06 52.02 0.19 Reach :' < 4850.00 PF 5 500.00 0.19 6.84 6.95 0.000615 2.65 214.89 54.94 0.21 Reach -- °_4850.00 PF 6 600.001 0.19 7.24 7.37 0.000681 2.931 237.27 57.54 0.22 Reach - 4800.00 PF1 100.00 0.241 4.36 4.38 0.000233 1.13 90.20 41.26 0.12 Reach - :- 4800.00 PF .2 200.00 0.24 5.201 5.251 0.000386 1.72 133.67 55.07 0.16 Reach : 4800.00 PF 3 300.00 0.24 5.84 5.91 0.000493 2.16 169.50 56.83 0.18 Reach: : " 4800.00 - PF 4 400.00 0.24 6.36 6.45 0.000588 2.54 199.05 58.24 0.20 Reach -, :. 4600.00 PF 5 500.00 0.24 6.79 6.91 0.000674 2.87 224.92 59.46 0.22 Reach 4800.00 - PF6 600.00 0.24 7.19 7.33 0.000751 3.18 248.45 60.54 0.23 Reach' 14750.00 PF1 100.00 0.30 4.34 4.36 0.000271 1.20 84.03 34.22 0.12 Reach - 4750.00 - PF2 200.00 0.301 5.17 5.22 0.000454 1.84 124.52 63.08 0.17 Reach,: `- 4750.00 : PF :3 300.00 0.30 5.81 5.88 0.000567 2.26 165.83 66.12 0.19 Reach -- 4750.00 PF4 400.00 0.30 6.32 6.42 0.000663 2.65 199.64 67.531 0.21 Reach : 4750.00 ( PF 5: 500.00 0.30 6.75 6.88 0.000746 2.98 229.50 68.12 0.23 Reach -< '- 4750.00 PF 6 600.00 0.30 7.14 7.29 0.000819 3.27 256.07 68.12 0.24 Reach 4700.00 PF 1' 100.00 0.35 4.32 4.35 0.000332 1.29 78.87 34.85 0.14 Reach ` :`:4700.00 PF2 200.00 0.35 5.14 5.20 0.000551 1.95 114.02 53.30 0.18 Reach:` '4700.00 PF3. 300.00 0.35 5.76 5.85 0.000693 2.44 152.34 69.91 0.21 Reach :. - 4700.00 PF4. 400.00 0.35 6.26 6.38 0.000796 2.82 187.50 70.03 0.23 Reach' - - :4700.00 PF:5 500.00 0.35 6.70 6.84 0.000884 3.15 217.641 70.031 0.25 Reach -< ` 4700.00 PF 6 600.00 0.35 7.08 7.25 0.000962 3.45 244.58 70.03 0.26 Reach ^ - 4650:00 IPF Y 1 100.00 0.39 4.30 4.33 0.000400 1.39 71.99 26.27 0.15 Reach ` 4650.00 PF2 200.00 0.39 5.10 5.17 0.000694 2.13 97.06 39.741 0.20 Packet Page -771- 1/10/2012 Item 16.A.7 WP(: -PAC PI.- r-H- Pw- rN Pi-- r�',d- Pi- P-h• R-h tr-fin-ril Reach River Ste :,Profile. Q Total Min Ch El W.S. Ele-v > W.S EG. Bov E.G. Slope Vol Chni "' -Flow Area Top Width , 'Frouda#Chl -,--Crft Reach"'`' - 4650.00 PF 3 300.00 0.39 5.70 5.81 0.000891 2.69 126.03 58.18 0.24 Reach 4650.00 PF 4': 400.00 0.39 6.18 6.33 0.001044 3.14 158.12 71.40 0.26 Reach, 4650.00 PF5 500.00 0.39 6.60 6.78 0.001154 3.50 188.26 72.03 0.28 Reach 4650.00' PF 6- 600.00 0.39 6.98 7.19 0.001246 3.82 215.27 72.03 0.29 j Reach 4600.00 PF I j 100.00 0.441 4.27 4.31 0.000466 1.481 67.36 24.80 0.16 Reach 4600.00 PF2 200.00 0.44 5.05 5.13 0.000855 2.291 88.62 33.88 0.22 Reach 4600.00 PF 3 300.00 0.44 5.63 5.76 0.001098 2.891 114.70 65.64 0.26 Reach 4600.00, PF4 400.00 0.44 6.10 6.27 0.001285 3.37 144.70 70.71 0.28 Reach 4600.00 Pr 5 500.00 0.44 6.51 6.72 0.001415 3.75 173.93 72.47 0.30 Reach 4600.00 PF 6' 600.00 0.44 6.88 7.12 0.001519 4.09 200.79 74.02 0.32 Reach 4550.00 PF 1 100.00 0.49 4.24 4.28 0.000529 1.57 63.83 23.751 0.17 Reach 4550.00 PF2p j 200.00 0.491 4.99 5.08 0.001010 2.43 84.83 40.36 0.24 Reach 4550.00 PF 3' 300.00 0.49 5.56 5.70 0.001295 3.04 114.60 64.93 0.28 Reach 4550.00 PF 4 400.00 0.49 6.02 6.20 0.0014681 3.49 145.95 69.06 0.30 Reach 4550.00 PF 5 500.00 0.49 6.43 6.64 0.001599 3.87 174.23 71.59 0.32 Reach 4550.00 PF 6' 600,00 0.49 6.79 7.04 0.001703 4.20 200.46 73.28 0.33 Reach 14500.00 PF 1 100.00 0.63 4.21 4.25 0.000610 1.61 67.971 52.68 0.18 Reach 4500.00 < PF 2 200.00 0.63 4.95 5.03 0.000980 2.33 112.62 64.461 0.24 Reach 4500.00 PF 3 300.00 0.63 5.52 5.63 0.001166 2.79 149.66 65.271 0.26 Reach 4500.00 PF4 400.00 0.63 5.98 6.12 0.001319 3.17 180.17 65.94 0.28 Reach 4500.00 PF5 500.00 0.63 6.39 6.55 0.001448 3.49 206.91 69.11 0.30 Reach 4500.00 PF 6 600.00 0.63 6.75 6.94 0.001528 3.79 232.34 71.38 0.31 Reach 4450.00 PF 1 100.00 0.77 4.18 4.22 0.000714 1.67 76.62 55.24 0.19 Reach 14450.00 PF .2 0.77 4.90 4.97 0.001074 2.34 121.38 64.69 0.24 Reach 4450.00 PF .3- _200.00 300,00 0.77 5.461 5.57 0.0012511 2.77 158.251 65.89 0.27 Reach 4450.00 PF4 400.00 0.77 5.92 6.05 0.001395 3.13 188.68 66.69 0.29 Reach 4450.00 PF 5' 500.00 0.77 6.32 6.47 0.001515 3.45 215.34 67.26 0.31 Reach 4450.00 PF6 600.00 0.77 6.68 6.85 0.001619 3.73 239.59 67.78 0.32 Reach 4400.00 PF 1 100.00 0.91 4.14 4.-1-8 0.000869 1.77 75.42 57.08 0.21 Reach 4400.00 PF 2 200.00 0.91 4.84 4.92 0.001252 2.45 119.05 63.87 0.26 Reach 14400.00 PF 3 300.00 0.911 5.39 5.501 0.001436 2.89 154.81 65.04 0.29 Reach 4400.00 PF 4 400.00 0.91 5.84 5.97 0.0015971 3.26 184.31 66.00 0.31 Reach 4400.00 PF 5 500.00 0.91 6.23 6.39 0.001735 3.58 210.28 66.82 0.33 Reach 4400.00 PF6 600.00 0.91 6.59 6.77 0.001852 3.86 234.02 67.57 0.34 Reach 4350.00 PF 1 100.00 0.96 4.09 4.14 0.000882 1.76 79.46 59.09 0.21 Reach 4360.00 PF 2 200.00 0.96 4.78 4.85 0.001267 2.44 122.20 63.75 0.26 Reach 4350.00 PF 3 300.00 0.96 5.32 5.42 0.001459 2.881 157.28 64.911 0.29 Reach 14350.00 PF 4 400.00 0.961 5.76 6.89 0.001629 3.25 186.15 65.861 0.31 Reach 4350.00 PF :5 500.00 0.96 6.15 6.30 0.001776 3.58 211.58 66.68 0.33 Reach 4350.00 PF 6 600.00 0.96 6.49 6.67 0,001900 3.87 234.83 67.42 0.34 Reach 4300.00 PF 1 100.00 0.82 4.06 4.10 0.000673 1.58 86.38 61.31 0.19 Reach 4300.00 PF 2 200.00 0.82 4.73 4.79 0.001032 2.25 129.03 65.06 0.241 Reach 4300.00 PF 3 300.00 0.82 5.26 5.35 0.001227 2.69 164.21 66.20 0.27 Reach 4300.00 PF4 r 400.00 0.82 5.69 5.811 0.001398 3.071 193.11 67.10 0.29 Reach 4300.00 PF 5:- 500.00 0.82 6.07 6.21 0.001532 3.41 51 :77�126 0.31 Reach 4300.00 PF 6- 600.00 0.82 6.41 6.58 0.001649 3.70 241.49 0.32 Reach 4250.00 PF 1 100.00 0.68 4.04 4.07 0.000494 1.44 91.54 62.54 0.16 Reach 4250.00 PF 2 200.00 0.68 4.68 4.74 0.000822 2.12 133.04 64.50 0.22 Reach 4250.00 PF 3 300.00 0.68 5.21 5.30 0.001026 2.60 167.03 65.05 0.25 Reach 4250.00 PF 4' 400.00 0.68 5.63 5.75 0.001208 3.01 194.65 65.49 0.27 Reach 4250.00 PF 5 500.00 0.68 6.00 6.141 0.001352 3.371 219.40 67.98 0.29 Reach 4250.00 PF .6 600.00 0.68 6.33 6.50 0.001471 3.70 241.91 67.98 0.31 Reach 14200.00 PF 1 100.00 0.591 4.01 4.04 0.000482 1.46 81.84 58.46 0.16 Reach 4200.00 PF2 200.00 0.591 4.63 4.70 0.000871 2.22 121.00 63.28 0.22 Reach 4200.00 PF .3`. 300.00 0.591 5.14 5.24 0.001118 2.74 153.08 63.28 0.25 Reach 4200.00 PF4 400.00 0.59 5.54 5.68 0.001342 3.20 178.81 63.28 0.28 Reach 4200.00 PF 5 500.00 0.59 5.90 6.07 0.001542 3.60 201.20 63.28� 0.30 Reach 4200.00 PF 6 600.00 0.59 6.22 6.42 0.0017241 3.96 221.34 63.281 0.32 1 1 Reach 4150.00 PF 1 100.00 0.66 3.97 4.01 0.000603 1.59 68.40 48.151 0.18 Reach 4150.00 PF 2 200.00 0.66 4.56 4.65 0.001083 2.44 105.90 66.07 0.25 Reach 4150.00 PF 3 300.00 0.66 5.05 5.18 0.001354 3.01 138.01 66.07 0.28 Reach 4150.00 PF 4, 400.00 0.66 5.44 5.61 0.001595 3.50 163.60 66.07 0.31 Reach 4150.00 PF 5 500.00 0.66 5.77 5.98 0.001804 3.94 185.82 66.07 0.34 Reach 4150.00 PF 6 600.00 0.66 6.07._ 6.32 0.001992 4.33 205.67 66.07 0.36 Reach 4100.00 PF 1 100.00 0.74 3.93 198 0.000758 1.72 59.02 38.09 0.20 Packet Page -772- 1/10/2012 Item 16.A.7. HrC-RAA PL- rnrdnn River ro River rnrrinn River Rparh- Reach Irnnfin-ril Reach:., , River Sts Profile, , C Total , Min Ch FJ,:j W.S. Elev : -Crit W.S. E.G. Elev E.G. Slope r Val Chni FlawArea Top Width Frouds # Chi • (cf ) (ft) 1 �1 (ft) (ft) (ft) (ft/ft) (fit (-qft). (ft) Reach < 4100.00 PF2;' 200.00 0.74 4.48 4.59 0.001389 2.67 93.70 67.33 0.28 Reach'.-., 4100.00 PF 3 300.00 0.74 4.95 5.10 0.001720 3.28 125.47 68.86 0.32 Reach', -' 4100.00 PF4 400.00 0.74 5.31 5.51 0.002008 3.81 150.81 68.86 0.35 Reach 4100.00' PF5 500.00 0.74 5.63 5.88 0.002255 4.26 172.75 68.86 0.38 Reach 4100.00 PF6 600.00 0.74 5.92, 6.21 0.002475 4.68 192.40 68.86 0.40 Reach '4050.00 PF -'1 160.00 0.82 3.88 3.94 0.000972 1.871 53.50 25.571 0.22 Reach,L, f 4050.00 PF ;2 200.00 0.82 4.38 4.51 0.001843 2.94 83.78 68.01 0.32 Reach 7.. 4050.00: PF 3 300.00 0.82 4.81 5.00 0.002267 3.61 114.09 71.59 0.36 Reach 4050.00 ., PF4 400.00 0.82 5.16 5.40 0.002625 4.17 138.73 71.66 0.40 Reach 4050.00 PF I5 500.00 0.82 5.45 5.75 0.002928 4.65 160.10 71.66 0.43 Reach 4050.00 PF6 600.00 0.82 5.72 6.06 0.003193 5.09 179.24 71.66 0.451 Reach 14000.00 PF :1 0.76 3.83 3.89 0.000994 1.86 53.85 27.13 0.23 Reach 4000.00 PF :2 _100.00 200.00 0.76 4.27 4.41 0.002045 2.991 79.64 68.96 0.34 Reach 40VOWOMMOV, PF 3 300.00 0.76 4.68 4.88 0.002550 3.69 108.25 72.30 0.38 Reach 4000.00 PF4 400.00 0.76 5.00 5.26 0.002996 4.29 131.54 74.78 0.42 Reach 4000.00' PF5 500.00 0.76 5.27 5.59 0.003353 4.80 152.23 74.78 0.45 Reach 4000.00 PF6 K 600.00 0.761 5.52 5.89 0.003663 5.25 170.81 74.78 0.48 Reach 3950.00 PF 1 100.00 0.44 3.86 3.86 0.000066 0.58 194.31 85.86 0.06 Reach 13950.00 PF2 200.00 0.44 4.34 4.35 0.000151 0.96 240,07 98.06 0.10 Reach 3950.00 PF3 300.00 0.44 4.781 4.80 0.000218 1.25 282.88 98.77 0.12 Reach 3950.00 PF4 400.00 0.44 5.12 5.15 0.000283 1.51 317.03 99.33 0.14 Reach 3950.00 PF 5 500.00 0.44 5.42 5.47 0.000342 1.74 347.16 99.83 0.15 Reach 3950.00 PF6 600.00 0.44 5.70 5.75 0.000396 1.95 374.47 100.00 0.16 Reach 3900.00 PF 1 100.00 0.91 3.84 3.86 0.000373 1.08 94.04 81.63 0.14 Reach 3900.00 PF 2 200.00 0.91 4.29 4.34 0.000731 1.69 131.97 84.55 0.20 Reach 13900.00 PF3 300.00 0.91 4.71 4.77 0.000920 2.07 168.62 100.00 0.23 Reach 3900.00 PF 4 400.00 0.91 5.04 5.12 0.0010521 2.41 201.46 100.00 0.25 Reach 3900.00 PF 5 500.00 0.91 5.33 5.43 0.001160 2.69 230.24 100.00 0.27 Reach 3900.00 PF6 600.00 0.91 5.59 5.71 0.001253 2.95 256.22 100.00 0.28 Reach 3850.00 PF 1 100.00 0.87 3.83 3.84 0.000135 0.781 139.29 64.17 0.09 Reach 3850.00 PF2 200.00 0.87 4.28 4.31 0.000313 1.30 168.56 65.991 0.14 Reach > '3850:00 PF 3. 300.00 0.87 4.69 4.74 0.000448 1.70 196.88 34 9 73.491 0.17 Reach 3850,00 PF4 400.00 0.87 5.01 5.08 0.000562 2.07 221.54 78.53 ' 53 0.19 Reach 3850.00 PF .5 500.00 0.87 5.30 5.38 0.000697 2.38 243.64 78.53 0.21 Reach 3850.00 PF6 600.00 0.87 5.55 5.66 0.000802 2.66 263.58 M7853 7853 78.53 0.23 Reach 13800.00 PF .1 100.00 0.68 3.83 3.841 0.000129 0.81 138.21 80 40 80.40 0.09 Reach 3800.00 PF2 200.00 0.68 4.27 4.29 0.000298 1.36 173.57 �O 4. 80.40 0.14 Reach 3800.00 PF 3 300.00 0.68 4.67 4.71 0.000433 1.78 205.96 80.40 0.17 Reach 3800.00 PF4 400.00 0.681 4.98 5.05 0.000565 2.15 231.22 80.401 0.19 Reach 3800.00 PF 5 500.00 0.68 5.26 5.35 0.000689 2.48 253.24 80.40 0.22 Reach 3800.00 PF6 600.00 0.68 5.50 5.61 0.000806 2.79 273.06 80.40 0.24 Reach 3750.00 PF 1 100.00 0.49 3.821 3.83 0.000150 0.90 128.08 80.07 0.09 Reach 3750.00 PF2 200.00 0.49 21 4.28 0.000356 1.521 163.02 82.27 0.151 Reach 13750.00 PF 3 300.00 0.49 11!63 4.69 0.000523 1.98 195.17 82.27 0.18 Reach 3750.00 PF4 400.00 0.49 4.931 5.02 0.006689 2.40 220.01 82.27 0.21 Reach 3750.00 PF 5 500.00 0.49 5.201 5.31 0.000847 2.78 241.54 82.27 0.24 Reach 3750.00 PF 6 600.00 0.49 5.431 5.57 0.000996 3.12 260.85 82.27 0.26 R each 3700.00 PF 1 100.00 0.31 3.80 3.82 0.000196 1.03 116.82 69.49 0.11 Reach 3700.00 PF2 200.00 0.31 4.21 4.25 0.000478 1.76 146.97 79.03 0.17 Reach 3700.00 PF 3 300.00 0.31 4.58 4.66 0.000711 2.31 177.81 84.141 0.21 Reach 3700.00 PF 4 400.00 0.31 4.87 4.97 0.000945 2.80 201.65 84.14 0.25 Reach 13700.00 PF .5 500.00 0.31 5.11 5.25 0.001169 3.241 222.13 84.14 0.28 Reach 3700.00 PF6 600.00 0.31 5.33 5.50 0.001384 3.64 240.32 84.14 0.31 Reach 3650.00 PF 1 100.00 0.12 3.79 3.81 0.000256 0.95 106.01 58.98 0.12 Reach 3650.00 PF2 200.00 0.12 4.191 4.23 0.000569 1.58 135.41 86.01 0.18 Reach 3650.00 PF3 300.00 0.12 4.55 4.621 0.000788 2.04 166.86 86.01 0.21 Reach 3650.00 PF4 400.00 0.12 4.83 4.92 0.001007 2.44 190.66 86.011 0.24 Reach 3650.00 PF 5 500.00 0.12 5.07 5.18 0.001212 2.80 211.10 86.01 0.27 Reach '13650.00 PF6 600.00 0.12 5.28 5.42 0.001405 3.14 229.30 86.01 0.29 Reach 3600.00 PF '1 100.00 -0.20 3.79 3.80 0.000109 0.68 147.35 83.04 0.08 Reach 3600.00 PF2 200.00 -0.20 4.18 4.20 0.000267 1.16 184.84 97.79 0.12 Reach 3600.00 PF3 300.00 -0.201 4.55 4.58 0.000397 1.51 220.66 99.72 0.15 Reach 3600.00 PF4 400.00 -0.201 4.821 4.871 0.000519 1.082 248.52 100.00 0.18 Reach 3600.00 PF :5 500.00 -0.2 6� 5.13 0.000634 2.11 272.36 100.00 0.20 Reach 3600 .00 PF6 600.00 �..21 E27 5.361 0.�000742 2.37 293.63 100.00 0.22 1 Packet Page -773- 1/10/2012 Item 16.A.7. - - ..- I-- Rive. - On.nr M-A- Ph- Q ... h. P..,h Ir-fi--h Reach River Sta Profile, Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chn] Flow Area Top Width Froude # Chi (cf (ft) (fttft) (fl/ q ft) (ft) Reach 3550.00 PF I , 100.00 0.38 3.76 3.79 0.000612 1.23 81.24 49.04 0.17 Reach 3550.00 N�' PF2�,�� 200.00 0.38 4.11 4.17 0.001511 2.01 99.68 56.84 0.27 Reach' 355O.Do P, PF 3' 300.00 0.38 4.44 4.54 0.002090 2.52 119.13 61.84 0.32 Reach 3550.00 PF4 400.00 0.38 4.68 4.81 0.002718 2.98 134.45 66.42 0.37 Reach 3550.00- PF5� 500.00 0.38 4.88 5.06 0.003295 3.37 148.27 70.30 0.41 Reach 3550.00 PF 6, 1 600.00 0.381 5.06 5.271 0.003950 3.72 161.17 76.01 0.451 Reach',.`` -, 3371 PF 1,:' 100.00 0.09 3.76 3.761 0.000032 0.30 326.76 287.47 0.04 Reach 3371 PF 2, 200.00 0.09 4.12 4.13 0.000058 0.42 433.32 304.94 0.06 Reach 3371 PF 3' , 300.00 0.09 4.47 4.47 0.000067 0.49 541.76 317.00 0.07 Reach 3371 PF4 400.00 0.09 4.73 4.74 0.000076 0.57 624.08 317.00 0.07 Reach 3371 PF5 500.00 0.09 4.95 4.96 0.000083 0.65 694.92 317.00 0.08 Reach 3371 pF6 600.00 0.09 5.15 5.16 0.000091 0.72 757.89 317.00 0.08 Reach 3141 PF 1. 100.00 1.001 3.74 3.74 0.0004941 0.89 217.67 285.55 0.16 Reach 3141 PF2; 200.00 1.00 4.08 4.09 0.000726 1.29 319.07 303.48 0.21 Reach 3141 PF 3' 300.00 1.00 4.42 4.43 0.000685 1.43 423.88 309.98 0.21 Reach 3141 PF4 1.00 4.67 4.69 0.000718 1.60 502.95 314.63 0.22 Reach 3141 PF5 _400.00 500.00 1.00 4.89 4.91 0.000755 1.74 571.76 318.62 0.23 Reach 3141 PF6 600.00 1.00 5.081 5.11 0.000791 1.88 633.54 322.17 0.23 Reach 12825 PF1 100.00 0.55 3.66 3.661 0.000152 0.781 303.43 243.56 0.10 Reach 2825 PF2 200.001 0.55 3.91 3.93 0.000364 1.26 368.62 289.28 0.16 Reach 2825 PF 3: 300.00 0.55 4.20 4.23 0.000584 1.68 472.47 380.84 0.20 Reach 2825 PF4 400.00 0.55 4.44 4.47 0.000654 1.84 563.36 386.30 0.22 Reach 2825 PF5 500.00 0.55 4.64 4.67 0.000714 1.99 641.86 389.79 0.23 Reach 2825 PF6 • 600.00 0.551 4.82 4.85 0.000768 2.11 711.90 392.87 0.24 Reach 2509 PF 1 100.00 -0.01 3.56 3.59 0.000402 1.18 93.25 189.23 0.16 Reach 12509 PF2 1 200.00 -0.01 3.64 3.72 0.001389 2.231 111.10 266.46 0.30 Reach 2509 PF3 300.00 -0.01 3.73 3.88 0.002586 3.10 138.85 339.171 0.41 Reach 2509 PF4 400.00 -0.01 3.85 4.05 0.003508 3.73 180.35 370.521 0.48 Reach 2509 PF 5 500.00 -0.01 3.99 4.21 0.003915 4.09 232.03 374.02 0.52 Reach 2509 PF 6 600.00 -0.01 4.14 4.37 0.003919 4.25 290.23 376.16 0.52 Reach 1807 PF 1. 100.00 -5.81 3.57 3.57 0.000003 0.21 565.66 352.11 0.02 Reach 1807 PF2 200.00 -5.81 3.67 3.671 0.000010 0.41 607.76 507.63 0.03 Reach 11807 PF3 300.00 -5.81 3.78 3.791 0,000020 0.601 673.93 657.06 0.04 Reach 1807 PF4 f 400.00 -5.81 3.90 3.91 0.000033 0.77 753.14 663.22 0.06 Reach 1807 PF5 500.00 -5.81 4.02 4.04 0.000048 0.93 835.30 668.34 0.07 Reach 1807 PF6 600.00 -5.81 4.15 4.17 0.000063 1.08 918.49 672.58 0.08 Reach 1105 PF 1 I 100.00 -1.48 3.57 3.57 0.000046 0.46 674.40 829.74 0.06 Reach 1105, PF2 200.00 -1.48 3.65 3.65 0.000148 0.84 743.10 848.74 0.10 Reach 1105 PF 3 300.00 -1.48 3.74 3.75 0.000262 114 821.99 870.061 0.14 Reach )1105 PF4 400.00 -1.48 3.84 3.851 0.000368 1.39 908.10 892.74 0.16 Reach 1105 PF5 500.00 -1.48 3.94 3.96 0.000456 1.59 999.61 916.23 0.18 Reach 1105 PF 6 600.00 -1.481 4.04 4.06 0.000523 1.751 1095.41 936.62 0.20 Reach 889 PF 1 100.00 -2.28 3.56 3.56 0.000028 0.38 908.46 962.27 0.04 Reach 889 PF2 200.00 -2.28 3.62 3.63 0.000093 0.70 971.69 965.35 0.08 Reach 889 PF3 300.00 -2.28 3.70 3.70 0.000174 0.98 1041.54 968.75 0.11 Reach 889 PF4 400.00 -2.28 3.78 3.78 0.000255 1.21 1117.81 972.441 0.14 Reach 1889 PF 5° 500.00 -2.28 3.86 3.87 0.000328 1.41 1200.15 976.41 0.15 Reach 889 PF6 600.00 -2.28 3.95 3.96 0.000387 1.56 1288.13 980.64 0.17 Reach 503 PF 1 100.00 -6.13 3.56 3.56 0.000001 0.14 861.52 260.00 0.01 Reach 503 PF2 200.00 -6.13 3.62 3.62 0.000003 0.27 877.94 260.00 0.02 Reach 503 PF3 300.00 -6.13 3.69 3.69 0.0000061 0.40 895.61 260.00 0.03 Reach 503 PF4 400.00 -6.13 3.76 3.77 0.000011 0.52 91445 26000 0.031 Reach 503 PF5 500.00 -6.13 3.84 3.94 0.000016 0.65 934�41 260�00 0.04 Reach 1503 PF6 600.00 -6.131 3.92 3.93 0.000023 0.771 955.421 260.00 0.05 1 Reach 170 PF 1 100.00 -613 3.56 -5.52 3.561 0.000001 0.14 727.68 99.26 0.01 Reach 170 PF2 200.00 -6.13 3.62 -5.20 3.621 0.000003 0.27 733.87 99.26 0.02 Reach 170 PF3 300.00 -6.13 3.69 -4.93 3.69 0.000007 0.41 740.49 99.27 0.03 Reach 170 PF4 400.00 -6.13 3.76 -4.70 3.76 0.000011 0.54 747.52 99.28 0.03 Reach 170 PF5 500.00 -6.13 3.831 4.49 3.84 0.000017 0.66 754.93 99.28 0.04 Reach 170 PF6 600.00 -6.13 3.911 4.30 3.92 0.0000241 0.79 762.71 99.29 0.05 Reach 165 Culvert Reach 15 PF1i 100.00 -6.13 3.56 3.56 0.000001 0.14 727.12 99.00 0.01 Reach 15 PF2 200.00 -6.13 3.61 3.61 0.000003 0.27 732.63 99.00 0.02 Reach 15 PF3 300.00 -6.13 3.67 3.67 0.000007 0.41 738.14 99.00 0.03 Reach 15 PF4 400.00 -6.131 3.72 3:73 0.000012 0.54 74366 99.001 0.031 Packet Page -774- 1/10/2012 Item 16.A.7. -1- 1-. R Reach -.- -.1 River Ste: - -.1; Profile ul... -1 Q Total' .... s -.G. Min Ch El µ,orumeu) W.S. Eiev Crit W.S. E.G. Elev E.G. Slope Val ChLl Flow kea Top Width Froude # Chi (Cf (ft) (ft) (it) (ft) - (fit q ft), (ft) Reach -: Reach 15 �':, PF5 500.00 -6.13 3.78 3.79 0.000018 0.67 749.18 99.00 0.04 Reach. - ge 15 PF 6 600.00 -6.13 3.83 3.84 0.000025 0.80 754.70 99.00 0.05 Reach:�, O,e��.,:, PFA 100.00 -6.13 3.56 -5.52 3.56 0.000006 0.14 727.12 99.00 0.01 Reach'�`, 02, PF2 200.00 -6.13 3.61 -5.19 3.61, 0.000025 0.27 732.62 99.00 0. Reach 0 PF3 1 300.00 -6.131 3.67 -4.93 3.67 0.0000561 0.411 738.121 99.00 0.03 Reach 0 PF 400.00 -6.13 372 -4.70 3.73 0.000096 0.541 3�6 .00 99.& 000') 0.03 Reach 0 IF1 500.00 -6.131 3.78 -4.49 3.78 0.000147 0.67 7�4 21 0.04 AO.05 Reach 0 PF6 1 600.00 -6.131 3.83 -4.30 3.84 0.000207� 0.801 754.621 99.00 Packet Page -775- w WE 14 W U z z W H z z 0 z W W x hW I z O O z U z O a O 0 0 a N =� s N L'b'9� Wall ZLOVOM I Q s 0 w a � x 0 0 EVE a PO W U z z W I� z z 0 z W H W x W z 0 0 z U z 0 a 0 bb +S6 II�IIIHDLdNT -LLL- aSed M:)ed N w' W _ W x y +w +w a oil 11 '1'b'9 L wall Z L OZ /O L/ L s a s 0 8 s 0 � z AOMW 1/10/2012 Item 16.A.7. DRAINAGE, ACCESS AND MAINTENANCE EASEMENT THIS EASEMENT, made and entered into this day of ,20 , by ROYAL POINCIANA GOLF CLUB, INC., a Florida non - profit corporation, whose mailing address is 1600 Solana Road, Naples, Florida 34105 (hereinafter referred to as "Grantor"), to COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3301 Tamiami Trail East, Naples, Florida 34112 (hereinafter referred to as "Grantee "). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors and assigns. Grantor and Grantee are used for singular or plural, as the context requires_) WITNESSETH: Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, a perpetual, non - exclusive drainage, access and maintenance easement over, under, upon and across the following described lands located in Collier County, Florida, to wit: See attached Exhibit "A" which is incorporated herein by reference. Subject to easements, restrictions, and reservations of record. THIS IS NOT HOMESTEAD PROPERTY TO HAVE AND TO HOLD the same unto the County together with the right to enter upon said land and to place and/or excavate materials for the purpose of constructing, operating, and maintaining drainage structures and facilities, including but not limited to ponds, canals, ditches, swales, earthen berms, rip -rap and retaining wall systems, underground pipes, and various types of water control structures within the easement area. This Easement includes the right to remove and use any and all excavated material. The Easement granted herein shall constitute easements running with the land and shall burden the lands described above. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. ROYAL POINCIANA GOLF L , INC a FI non -profit rpor i n (Sign re)' / tSGv w � �e fiJ (Print Full Name (Print Corporate Title) w 6K"', Packet Page -779 / C is /�� 1/10/2012 Item 16.A.7. STATE OF !A(6L COUNTY OF The foregoing Drainage, Access and Mpintenance Easement was acknowledged before me this _ ` - day of X)&YMAZA. 20�, by I' roe HH, 0.0 4 as D i rtdfo r of Royal Poinciana Golf Club, Inc., a Florida non -profit corporation, on behalf of said corporation, who: is personally known to me OR produced identity. (affix notarial seal) Last Revisad: 2/01/07 proof of (Signature of No Public) (Print Name of Notary Public) AA Serial / Commission # (if any): v - / 7 My Commission Expires: fJ /3 Packet Page -780- LINDA J. HAMMER = `•: MY COMMISSION If DD OW17 EXPIRES: October 7, 2013 ^ kf tA• Boded TMe Notary Pd ft UndeaAM Last Revisad: 2/01/07 proof of (Signature of No Public) (Print Name of Notary Public) AA Serial / Commission # (if any): v - / 7 My Commission Expires: fJ /3 Packet Page -780- 1/10/2012 Item 16.A.7. 1, MATCH LINE SIiET -2 r ! MATCH LINE SNEfT -1 Ll IN N SOUTH LINE LOT 33 NAPLES IMPROVEMENT COMPANIES u LITTLE FARMS ( P.B. 2. PG. 2) r w }. N r w rn w� SCALE: 1' = 100' r w m M r L42 r u ROYAL POINCIANA GOLF CLUB ° PARCEL %( 20767010407 WEST LINE OF SECTION 23 Z TOWNSHIP 49 SOUTH, RANGE 25 EAST O r3, HOLE IN THE WALL GOLF CLUB (O.R. 63, PG. 683) P.O.B. DRAINAGE EASEMENT 'A" o � A O � O� E L47 m A� rn m w+i r ,p DRAINAGE EASEMENT 'A" �y m w�z WIDTH VARIES v 0 n • ■� ■ ■ ■ ■ ■• T o 155 mass `D �y m w�z N.. SEts IZ O y ZLn9 O t" toy C4 U) [� sgb, IC z n z N O E o -I> z OS >Z. O C H S9 ^ C� c0 Z .0 a u r rjj --3 Co V Ci ez�z CC7 P.O.C. o y Z WEST 1/4 CORNER n m a SECTION 23. TOWNSHIP 49 SOUTH o 0o n .�1 RANGE 25 EAST, COLLIER COUNTY O m M y Cj7 FLORIDA z y a 0 f OYAL POINCIANA GOLF CLUB \dwa \GORDON RIVER DRAINAGE EASEMENl110643- SD- A.dwa. 10/11/20119:10:13 AM, v.aanoli. 1:100 Packet Page -781- 1/10/2012 Item 16.A.7. ��111 MATCH LIME SHEET -3 MATCH ONE SHEET -2 irn N Z n COUNTY CLUB OF NAPLES N JI O.R. 228, PGS. 789 -798) N O.R. 1371, PG. 2363) U SCALE: 1' = 100' WEST LINE OF SECTION 14 + TOWNSHIP 49 SOUTH, RANGE 25 EAST NORTHWEST CORNER SECTION 23 SOUTHEAST CORNER SECTION 15 J TOWNSHIP 49 SOUTH, RANGE 25 EAST J 15 4 14 N 22 23 NORTH LINE LOT 34 NAPLES IMPROVEMENT COMPANIES w J DRAINAGE EASEMENT "A" LITTLE FARMS WIDTH VARIES ( P.B 2, PG. 2) I LOT 34 I N N� ROYAL POINCIANA GOLF CLUB I PARCEL # 20767010407 ROYAL POINCIANA GOLF CLUB PARCEL N 20767010407 N WEST LINE OF SECTION 23 TOWNSHIP 49 SOUTH, RANGE 25 EAST I r I N e ••yroy oouu■ T � .I °. b N O C o ■�� mom N 6E�:tl � G z zta °M r�. CP 5 .ono y LOT 33 poY $4 U) �yy ggyh7 oomx 7•. JI y t=1xa 0 0 I �v Zo . z �-3 zs"rt°a y ` i i yy � i MATCH ONE SHEET -2 - S ago x 0 z TI 'r MATCH LINE SHEET -1 P a 0 N a 0 ° 10 c "'M G. wy .j L7 o a m C N f N -_ SOUTH LINE LOT 33 NAPLES IMPROVEMENT COMPANIES w LITTLE FARMS u P.B. 2. PG, 2) OYAL POINCIANA GOLF CLUB \dwq \GORDON RIVER DRAINAGE EASEMENT110643- SD- A.dwq, 10/11/20119:11:11 AM. v,aonoli, 1:100 Packet Page ••782- vE� P � utn s A din 80 ro �e 4 - n C R• �o a u P •• c z �a Bel COUNTY CLUB OF NAPLES (O.R. 228. PGS. 789 -798) (O.R. 1371, PG, 2363) R* Ii O v I m WEST LINE OF SECTION 14 --� TOWNSHIP 49 SOUTH, RANGE 25 EAST o ACS N N Z n 2M O H En X Er7 tv OQM= 2 � z C) "3 o�>v C: Cb'vZ a Z& -3 R -3 0 .4 O C v o Z n� to y L1] Nq --3 � z j O MATCH LINE SHEET -3 MATCH LINE SHEET -2 1/10/2012 Item 16.A.7. FOREST LAKES HOMES III 1 Jf N Ir SCALE1 1' = 100' DRAINAGE EASEMENT "A' WIDTH VARIES I� (o ROYAL POINCIANA GOLF CLUB PARCEL # 20767010407 I I I� n I- � I A O A 1v f tT OYAL POINCIANA GOLF CLUB \dwo \GORDON RIVER DRAINAGE EASEMENT \10643 -SD- A.dwo. 10/11/20119:12:05 AM, vzonoli. 1:100 Packet Page -783- 1/10/2012 Item 16.A.7. C r7 A O ONO��r� o O; D w r. t z E r ro Cp r n Z .ZC7 c$wa W(p 7C i17 oC< OOL] z «gC tea 'Z'�y 0 0 d > m OT;O "'3 ri gxR Za�tf y � x o A u G] 1° �r7 o' n y °kaz Ci7 "C ti A ov m O Z S •`• x a N z L, CA p N !sl O i die m a < o a o n CD > > a I ?Q a r_ rrrrrrrrl— rrrrrrrrrrrrrrr_rrrrrrrrrrrrrr W W W W W W W W W W N N N N N N N N N N^ r •D m V P UI A W N .-. O 1D m V P U a W N r O 10 m V P U A W N .`.. O 10 m V P U a W N ... r _ mr N W N J a ry N N U P P N U V V P m W U m� W J N {./1 N n Z W V W ID 10 W Op a a 0 0 N a N p a s V7 r U� f1 O �D tJ V°� LA �O 117 UI �I C jf � V, tJ m iV IV IJ O� �O LA lJl wp� O W �D m o U o = � � N o a P N �0 .D P= W �° W P P o U W W m a a �° ... W P P N ZO N P a o P o D to � N N H Z Z Z m D OO O� 0 000 NO OO p ° � pO0 N ryNOO U OlbOC1 O �O A W PNNOD W UU A °N� W G W m`p W Ur W PPP V Noo NN N tb �O p �' NNN a No W U p 1.3 r r U U U a r r U U W N r r U U O r r a a N W r r a a J P r r a a U a r r a a W N r r a a .- O r N N ry N ..., N Z V a pP W ND J W P aNNOPNr - I a W U W G 10 N J 10 VI P P ' V N N 10 m N J a y a m A a W V OD a v D r N �+ O N O y N L� 0 N OD a W p� ° N U W J a O p 0 N a W.: N N U v V p; N U ry N W W U W N N U ry• U U a V1 a J a Ucl1 a U I,ja CA LA I,j oo�jN W a N o P U V"� W N� U £ I'1 fn t•1 � 1'1 f'i � £ f'1 f1 £ t1 f1 m � PNpD mpg o o aU °UI U).iU U W UINANNUi L7UUO�DONO: pIJN UN V UoNON2 UANa aL, N J m N W oN�O? �CDN W Ri a? U U O J P P W N A p p p W r1 t r7 ri £ ri rn m r7 t C r+i ri rn £ £ £ rl £ ri r1 ri ri £ ri E £ C r7 A O ONO��r� o O; D w r. t z E r ro Cp r n Z .ZC7 c$wa W(p 7C i17 oC< OOL] z «gC tea 'Z'�y 0 0 d > m OT;O "'3 ri gxR Za�tf y � x o A u G] 1° �r7 o' n y °kaz Ci7 "C ti A ov m O Z S •`• x a N z L, CA p N !sl O i die m a < o a o n CD > > a I ?Q a r_ rrrrrrrrl— rrrrrrrrrrrrrrr_rrrrrrrrrrrrrr W W W W W W W W W W N N N N N N N N N N^ r •D m V P UI A W N .-. O 1D m V P U a W N r O 10 m V P U A W N .`.. O 10 m V P U a W N ... r _ mr N W N J a ry N N U P P N U V V P m W U m� W J N {./1 N n Z W V W ID 10 W Op a a 0 0 N a N p a s V7 r U� f1 O �D tJ V°� LA �O 117 UI �I C jf � V, tJ m iV IV IJ O� �O LA lJl wp� O W �D m o U o = � � N o a P N �0 .D P= W �° W P P o U W W m a a �° ... W P P N ZO N P a o P o D to � N N H Z Z Z m D OO O� 0 000 NO OO p ° � pO0 N ryNOO U OlbOC1 O �O A W PNNOD W UU A °N� W G W m`p W Ur W PPP V Noo NN N tb �O p �' NNN a No W U p 1.3 r r U U U a r r U U W N r r U U O r r a a N W r r a a J P r r a a U a r r a a W N r r a a .- O r N N ry N ..., N Z V a pP W ND J W P aNNOPNr - I a W U W G 10 N J 10 VI P P ' V N N 10 m N J a y a m A a W V OD a v D r N �+ O N O y N L� 0 N OD a W p� ° N U W J a O p 0 N a W.: N N U v V p; N U ry N W W U W N N U ry• U U a V1 a J a Ucl1 a U I,ja CA LA I,j oo�jN W a N o P U V"� W N� U £ I'1 fn t•1 � 1'1 f'i � £ f'1 f1 £ t1 f1 m � Packet Page -784- s C G 0 YR� F s p 0 N O H W 3 N 1G 0 O 8 1/10/2012 Item 16.A.7. �^ >> lii Ill Ilk, llll2llX2lxWxl ,'2 A °z zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzAZZZZZZZ >z oz mmmmmmmmmmmrrnmmmmnmmmmm rnirOnrnnmrnnrimmrnnmmmmmm�mr��n�ir�nrO.�, ;z. ac>> ^NO NO ONNmp` neg�gggggc�cg�cg�gg�gccggccg >$n >z$ >o$-z'� D> C� y y y y y IC y y y 2 y y y $ y $ y y y$ y S 2 N xxSSxxxx�x�4a�xx� sx�x~x�x xxx�CZxxxzx my O m m m m UNNp4p NNO�UNI�I A N (.� W W N W N� O UO �� NOOO�N NNN(4ANN O Nbm >Z A �pIN C? NA ND a?OON fW0 OOON NO V: V!NUb C V 40pW N pNOtup O�`!GN+O p-`�D OD�NoO A r my mC0 OWCib vm �Op�NN04± P �O �bNN O A O U m V P N 000 � �tpn�a �z <m N��yp Z 2py t�• `y .Njtiy -1 yN1yNi- NjN.l -yl ti.N -1yH y�tiyy Nl .N- 1- NIyN�y �- (/layN"�Ntiy Vli ZA =1�/7y ID/1S Vfmy� �Z DM w,pNIN V a D P v� bNCt7DN+OU� JN�N Pu j m 4N �' 00.°oy N S x DOr pr m�mn mA J m O b J P p 2Z A JtpN A NIDNP r U� pI OI pN W Um A N-. UP ANN W P OA mZT� QOO pp NZ 10 T T l0 W PN�Or D CY T r" A m 9 p y m m m m y m y m m m m m y m y m m m m m m m y m m m ym_I m m M m m MM m r n D 0 S S D m A m n •yyyN.. y.. .'�. ytim�H.. y.. yyy yy yy.. y m :a -- 1y�Iyz�ZNm mDmO O rA '^ OMxxr�uzrr m ny p>p D_>=loo m-C > N AN Z p A Z r[ S L S D D O 02 -OM CnQ`' yy OCDOy Zmr Zr1P.1 m oAy NO rS�12 fm'1= Qm X,mm 11 rxl5 rxl5m DANA Om OT m Am0 p �> N 0 2 yZZ ZZ ZZ Z ZZZ Z ZZ OA QjSQIZ Z m �pNN Z (] 0 0 f'I 00 A f7 n n n f7 z I "'� N N D Z D ACD O CI O m m m m m m m m m m m m m O A b 2> D N N w N on A Dm VxSm M. TVINpNNNNNNNNN VIN IZ COm DpOe D Z ry mA NrACO tilt my CCCC CC C CCCCyC D=CU}n�r_or yA yy Am L)R. -C-yiyN ;D =S S SZx 22S~SxxSS 47D TAp =�p�O Y�OS Z AN IZ.1W ?"'O ZA =mA OJ ��P�NW �IOi� Z mVi2 Z Wrl' WO m Cn �Z ZAO VpNp OVVNUm4l/WNNNNA - ZIyDAWDyDA 0;, ,:Z .9D m�y Z�1 OOD aN�PN Va10 (.i nWj�U m� 'aD >C�n0p,, _ +)N_ -M N ,-m Or y -> m mmyc m N >�DyNy 1 OA Z_ Nn mZ M�jD > �D DI.}f+{D j D C Z N -D - D O A �� DO 0; D- I- 1-yyyy yyy - IHym G7ZZmmm U OD N D m m y O f JPi N Z N N- V Ip (D .A N fD N r'1 O O O P O fat N m Z po Z N W N V P P N N N V A - A V O T N O N > lD O N p y T T T m m m T m T T T m m N O z N D N N m 0 Z m T mmm mmm mm m -'O O D Or xmm ml^mmm�mm mmm u4 AOZ OT y Z Z Tm my yti�H�I:yy H -lyti;i P °� m G]N N 0 N A m Z A T y� Z1 T m y C m AN my D A �A m/.1 m y r i2 A Z m-' ZO y pA M.y ,�yy O OA < ^QZ! SO fOn �O Z L I�t ti Q m Oyy O m tA0 _ CA wD T > �N N O F A rNf (� <p Z Z N m -iC u° O fmn � Z> A Z C o n_ N A A D --i z D � a 2 M N A 2 m I m OM o 0 .490Z 0 O N N Z y y A n N yo HOO l z > Am n •un��u A m m I Z= Z Qi mi D r Noun mil! A C m P S p m m y > 2 O EN M NY "� N ND rnA� ■ 1AO o Z Or 1A . Z 80'7 ��v1 Ci7 r-i OOM A Oa xn° I -0 -m Z v Z Z Z D m t n ° Orzz _ m r p A N �< m Z r y w 9 O'0 p Z Z I Z ° lA N qR X�� > yo Z W poZ Z T se m A mm O D�SZG O C A I LAx o z P.- y LsJ Z y 0 i m ' 1 0 0 Z 0 � 7rZ 0 ' _ Ss 0 0 iz I Z Om m D N 0 > C1 O CA n O Z m z D C O A pp T ; ^ A ce' o o m O1 J •f�n�c�i _i m Packet Page -785- O A O O A D C) N m z N m C z a 1110/2012 Item 16.A.7. I k!� w i Nr ��741 SCALE: I' = 100' I �� r i m I 0 \. V 2 ' O m 9 �U z rn = D N p I C5 f D f C' z �. 0 c <a � n N r C3 i W a D_ N) D 00 A m m m r OO utM 04, N wpm m +c y 9�Z �w Q 'd ■ ■ ■ ■ ■ ■ ■ ■■ w A� A ■N■■■N■ ■■■■■■�■■ C) O =F / w W I n N 4 P ow r I y? -- t.8. yG ��y R D lQ ADo gz g�_t�1 f$. ciy ;u I oZn rOn a mm �� r IC Zisi= 0 � 00tiy .� I.1 �- D T ~O mN�> 0 Om0_. D ,� A ! Qy its 6g s SP7Z "� DNZA m O r Ol NZ LL++ n'7Zd C+ V' A On Y Q Z fp np .-j N < tU Ui -i0a m �pp A OD o n 00 X• a rM 00 Z CCi r� A V'1 n s° Z n m c r m EA n9� z r y ( i i I "w54'01'E 195.00' ss o a 0 E OYAL POINCIANA GOLF CLUB\dwq \CORDON RIVER DRAINAGE EASEMEN RIO643- SD- B.dwq, 10/11/20119:15.10 AM, vzondi. 1:100 Packet Page -786- Z ET n O W O D 'O 0 nZn Zn A 0 A C W O 0 A v O Z X A pO D M M M 3 A 0 V1 O IA Q 10 O r O Ol V a 3 0 O O O 1/10/2012 Item 16.A.7. D� OMO DO> 2 x2xS 22��7i >� S xx7iS SS>' S7�2 S>��21'�x S 2 SS �>iS>i >!1?x X12 m��OR mmmmm mmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmm m1t m nS� 00 000nnnnnn norm n onn nnnnnn nnonnnn ZnnnnOn�ny ZM n Ct> m m m mm mmm m m m mm m m m m m m mm m m mm m m m m m mmmt•Oi mmmmmm!om OmZ SAm N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 2 N N N N N N r V() >>> O r10 CRRCCCCC222gCC8CCCC @CCgCC�g�g�CC��g�CCC >�gmQr1' pN> - ONAU1m Of �O ' O W OPN W O Or N01 b1010 ^4 V 010)�0401ANO �m mZ�m/Sil 0m I m 'IJ1vN V WOf �tD O� V NN W1D CCU ±0��0 O ATD: W 10'(�U Wm (COI Ol 10N V1 n -O Z n p W N^ 4 0 -' ' N A' 0 0 Wy�1O� O U p 4 U N N W P U N O P O A O" O P D Z Z m >° F m A I S A O rNO1� V W'AQ ��; W W-It 0J O1(f V C) O W P W RNS 100?OJ � � VNA O OOpZmfil mD I AUo�O L. WAO"^W,M0" 200,*0-P'w0AW WORN +" j0 m0� >m1 OZ<° �O�N S�O1A01 z�NN •tO /CIO VOt; 10m�W ��WO1W10 W10 i?NVi i 1 �m�G]m Dm I ° ^1m mmmf$� mmmmmmmgm mmrS�f mmmmmm mmml pnt°.+��C ANA Z. >yI1CA � 1 y1 y1/11>/1O 00 LA u>iNUmi t>/1'� VINNN NNNNN�> 1>/INr m�'mO � �NZ j 0 I-� (°IOTC z -Ma i O NW4 m'N'1p W �tpN'NN U'm' WN-. yya1W a�±NANW �lO'lp' O-' m NA A N 01014 JON UNUAmO)O V Ubmm�N V V OpND•. f.+� ppOiU j 10 O1 i0 pNp N m�2 A-1 I D pt+lONp vOf Ola W tON NNUNIOP 014 W NO' mf NNNivO'1VD 0)N V�pC ~ l.i� OZ ( Z N .V O 10OMU 00 M-' NNUA W 5 > mmmmm mmmrm�l^mr.'immmmrmlmmmmmmm m'�rmimmrmimlmmmrm�" Mmlmx N OZmm oD I m ~� ti� �.ma by ~-1 W > �fOnyp .T1A I > 00 0 I (7 p m2 po ON i M> zwM LA n I OZ R G> m N ~ M O -,9 1 ZI m° >iiA FRy il i1� >>1 ° Q" °i- mx'� i m vmi= MF CZi �z mziz W. mwm� y I O nm p m $p p� D m W y p O N N N N N rn ~ z N N Z DAA D m m. Z A f� ? .L m Nam �D+ mCc o m m C, m� m !7R SO> m> II I2 m 01Ap, m0 I�1 m m r;i A ' � > O V m n m 1 Mp NNo Z mW --1r O "M C-) I NZ ti2Z NN mbiW -� :C0 Z <m ° 1 O p D 20y� 2 G/r,2 m0 �n 2 off' O ;054 A NZO Z 2 Z W$ N o A m O m x U O 00 _1C m~ -1 ~ N F r tip pN+O 1! ZZ �m P VN r im 20 rn�a pA'1 Or mmm C Om mN O C Z O _ 0 G m N A $xx z N Q O 0. M m ( n ~ _ > x z N m Z O Z ...�� N � 0 : en �� @ d a ox s t W a � N y O ,z co,°, D. wMa Cl] $bow o�r'n� z o rnC C) O 57sr xmmM -3 $$z$0 6u OSZ Q C Y; �st00 C C+7 s z tr7 `C 0 �M '0 0 0 o m,� N� C� O $„ O O M .3 o� C • s '° °o N w v O s < o n a a n m F? m x rrr�rrrrrr N �O m V 01 UI d 1J -r fU ... o h m V P N a W N Z m N N A W N N r m r N v:l... o wowm��tNa�ruw N r NA 1.n 01UI}0�0�O�NW OW. �(JP aoiiz --am 0 N 0 NNUTA oW in s W NfU v is a iv V o y v 1DmNClIOA a iv b. `0 `0 - .-cno (J v V m NmP �U a V N UI W 10 om t11 r N^ N D m D m O N .- O 0� OS W�� W N N W m N W P P UI IU 02 ... A m A V O W a UI N O J NN .p N� d ffiCn AOplajm 6 L:) IJ A m N EC CCCr�riCriririrlriritriririri£ o o D`Nv N fu N a N a a A W a y N .. a W O �D W W m V W W 01 UI W W a W W W N .. W N p iD N N m V IV N 0� UI N N A W N N r NA OU1 (11 OW. �(JP ,(WJ1OR o V IJI C9mmN fZ'1 a D` �1 N V N m m o o. `0 `0 - .-cno (J v V m NmP �U a V N UI W 10 om t11 r N^ H {/1 mPgel m J NN ffiCn AOplajm 6 A A W N o o D`Nv N fu N m m C£C E E r- ir+il*irinir+i£r� Packet Page -787- � c a :CCD000:: 'S ■SON c � y' iii�, �j e' .. Y 2 � O A eg9� ivy Pa � y a o � > E. 0 ®°z7a c�n N d x, o n W i i•6 f o v A m z z O lm// in O A n V r v C D] �e n z ymN � °zzz c� z o,oz� � •-3 y m 31 a zm r�-rei Ci � 0 0 C z O tj MM i N U Ell t z N 2 u pANt O r a M 0 M 02yCa ONo� D N Z .9 mw�m O N o l DJ zm Z r� A� nN O z 22 -1 = 27 1/10/2012 Item 16.A.7. �- PATCH UNE SHEET-9 PATCH UNE SLEET -B �r A LL47 r A �A9 � N Ir N L Ir 7 SCALE; 1' = 100' a�0 Ir N X54 !f O� U 1 D (S� nO =z mr r pm xp M N Z N N O n I v D 0 z p D 0 Or- v c Co v 23 28 OYAL POINCIANA GOLF CLUB \dwa \GORDON RIVER DRAINAGE EASEMENT110643- SD- CAM. 10/11120119:17:43 AM, v.aandi, 1:100 Packet Page -788- n g 'o ■��I E 3 ■onn a ° son xp u 91��1 0 6 0 ■ss"M tj 1z "S19 a SB�v� y O q �B k ®e 6 `a 'e9 00 Z O _ r DO y O _ { r m n j �Ni O r Co r = ° n C7 u O Nm O 1;0 Z 0 <0 U C Co O� mZ n A g� N 0 uy i tp MATCH UNE SHEET -10 MATCH UNE SHMT -9 N r N r N 4 = N CS r P N N N � r OIJ.i N SCALEt 1' = 100' r u 0 a �r J L C' �v D r z> o r m'n N z r" D �z O D A �o Z I, C 00: m -9 a zyym-° _C to �i PA � O a cry C M 5 �a C1 o z= v or O to M / r P, CrJ A n y � r P � Z C r HD . j z O m � n n N m O N N W tp MATCH UNE SHEET -10 MATCH UNE SHMT -9 N r N r N 4 = N CS r P N N N � r OIJ.i N SCALEt 1' = 100' r u 0 a �r J L C' D r < rn Fni r m'n N x 0 N D �z O D A �o O �n I, C i m �r W Ir - MATCH UNE SHEET -9 MATCH UNE SHEET -a 1/10/2012 Item 16.A.7. OYAL POINCIANA GOLF CLUB \dwo \CORDON RIVER DRAINAGE EASEMEN1110643- SD -C.dm. 10/11/20119:18:34 AM, v.agnoli, 1:100 Packet Page -789- AOk 2 O r orn � z rn X w rn v � D O r Co O 0 n C Co 1/10/2012 Item 16.A.7. i N SCALE: 1' = 100' I 0L4 I 0 L4 Z m> n N A W y O� z O O ;a r LA Z ~ 0 MEN mC f I j I D A I. N D lk O N F vn z a ° v u G7 SF O O C4 v D o 0zA e� n Z men O`5v' o0 � y Y� 7 0 r Z Y C yCA`jey CIO m QYy '�Cy•O (.7 r l <� sl N o n o n � �J Im N - J MATCH LINE SHEET -9 No e m o e 1/10/2012 Item 16.A.7. i N SCALE: 1' = 100' I 0L4 I 0 L4 Z m> n N A W y O� z O O ;a r LA Z ~ m A mC f I j I D A I. A N z O O W OYAL POINCIANA GOLF CLUB \dwo \CORDON RIVER DRAINAGE EASEMENT \10643- 5D- C.dwo, 10/11/20119:19:29 AM, v.aanoli, 1:100 Packet Page -790- v v i'\ =z no D a^ > A D zm �r N D lk O N F vn z v D o n �10 o0 � o 0 r C m r l <� sl N m r_ �J Im MATCH UNE SHEET -10 - J MATCH LINE SHEET -9 OYAL POINCIANA GOLF CLUB \dwo \CORDON RIVER DRAINAGE EASEMENT \10643- 5D- C.dwo, 10/11/20119:19:29 AM, v.aanoli, 1:100 Packet Page -790- O �o O r D 3 to 7 O 8 1/10/2012 Item 16.A.7. r r Q %D r r W J r r 0N UI r r A W r r- N u r r o �D r r m v r r T U r r a fNi1 r r N✓ O '0 m V O, U A W N .+ O .0 m J O, UI A W N S r i m r W N W N W �„� N N N . W r '^ r o � N W U W U ... N N W •- P� N N � U N to N N W a 0 W W Co kp N W m a A U (J W N N- - W m U N G1 Z t1 .J JONN...Om �O W IJ {.7 A o oN... jU W W AU�00� NmU��D O v� a U �0mja NOS.- o a aT�O 0 o W OD 07 �p� �Oo UI NU V fJ CONO... 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PROJECT: Gordon River Extension Maintenance FOLIO No(s): 61941800007 AGREEMENT THIS AGREEMENT Ttf day of AJ referred EO\as the 0111, by and)between THE entered into on this Z day of COUNTRY CLUB OF NAPLES, INC., a Florida non -profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, Florida, 34105 (hereinafter referred to as "Owner"), and COLLIER COUNTY, a political subdivislon of the State of Florida, whose mailing address is 3301 Tamiami Trail East, Naples, Florida 34112 (hereinafter referred to as "County"). WITNESSETH: WHEREAS, County has requested that Owner convey to the County a perpetual, non -exclusive drainage, access and maintenance easement over, under, upon and across the lands described in Exhibit "A" (the lands hereinafter sometimes referred to as the "Easement," 'easement area" or "the Property," which Exhibit 'A" is attached hereto and by reference made a part hereof), as is reasonably needed for the drainage structures and facilities to be constricted on property owned by others located adjacent to the Easement area. This easement does not include the right to construct, operate or maintain drainage structures and facilities including but not limited to canals, ditches, swales, earthen berms, rip-rap and retaining wall systems, underground pipes, and various types of water control structures within the easement area; and WHEREAS, Owner recognizes the benefit to Owner and desires to convey the Easement to the County for the stated purposes, on the terms and conditions set forth herein, said terms including that no compensation shall be due and payable for the Property requested by County. NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed by and between the parties as follows: 1. All of the above RECITALS are true and correct and are hereby expressly incorporated herein by reference as if set forth fully below, and all Exhibits referenced herein are made a part of this Agreement 2. Owner shall convey the Easement to County, in acceptable form prepared by County and at no cost to the County, subject to the reasonable approval of Owner. Said conveyance (Owner's delivery to County of a property executed easement instrument) is hereinafter referred to as the "Closing." 3. Prior to Closing, Owner shall obtain from the holders of any liens, exceptions and/or qualifications encumbering the Easement property, the execution of such instruments which will remove, release or subordinate such encumbrances from the Easement upon their recording in the public records of Collier County, Florida. County shall pay all expenses to obtain said releases, and all recording expenses. At or prior to Closing, Owner shall provide Purchaser with a copy of any existing prior title insurance policies. County shall obtain, at its own expense, any updated title search as may be needed, and shall provide a copy of all updated No reports to Owner. Owner shall provide such instruments, properly executed, to County on or before the date of Closing. 4. This Agreement shall be null and void, and of no further force or effect, unless Closing shall occur within sixty (60) days from the date County executes this Agreement; provided; however, that County shall have the unilateral right to extend the term of this Agreement pending receipt of such instruments, properly executed, which either remove, release or subordinate any and all such liens, encumbrances or qualifications affecting County's enjoyment of the Easement. LsA RwuW: 70107106 Packet Page -793- 1/10/2012 Item 16.A.7. 5. County shall pay all fees to record any curative instruments required to dear tide, all Easement recording fees, and any and all costs and/or fees associated with securing and recording a Release or Subordination of any mortgage, lien or other encumbrance recorded against the property underlying the Easement. 6. This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is executed by both parties and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, executors, personal representatives , successors, successor trustees, and/or assignees, whenever the context so requires or admits. 7. County shall provide Owner at least thirty (30) days written notice prior to conducting work within the easement granted herein. Such notification shall include a work plan outlining the work scope, areas, and dates the work is scheduled to be performed. County shall provide Owner with at least twenty-four (24) hours notice, if possible, either written or verbal, for emergency repairs that are necessary to maintain proper operation of the drainage system. 8. County shall make every effort to conduct work within the easement between April and October, with the exception of emergency repairs. County shall provide Owner with at least 24 hours notice, if possible, either written or verbal, for emergency repairs that are necessary within the Easement area. All routine maintenance or other scheduled work conducted within the easement between November and March shall be authorized in writing by Owner. 9. Any work within easement areas shall be scheduled and implemented so not to impede the continuous operation of Owner's golf course during the entire work period, unless such work is authorized in writing by Owner. At no time shall County store heavy equipment in the Easement area. All material excavated from the Easement area shall be removed by County. 10. The property upon which work is to be performed is within a golf course; therefore, the physical appearance of the drainage structures and facilities affects the aesthetics of the golf course. Prior to any construction on adjacent property County shall obtain written approval from Owner of the aesthetic design of the proposed drainage structures or facilities. Owner shall not require an aesthetic design that will add unreasonable costs to a particular structure or facility, and shall not unreasonably withhold approval of the aesthetic design. County shall perform any follow -up work required to ensure that the work, as constructed, conforms to the approved aesthetic design. This paragraph shall not apply to routine maintenance activities. 11. It is agreed and understood that if at any time County does any work in the easement area which removes, reduces, or otherwise affects the current visual screening of Owner's golf course from the neighboring property, County will replace such screening with materials, plants and trees reasonably acceptable to Owner. County shall be responsible for landscape maintenance of all easement areas granted herein so as to properly maintain drainage flows. County shall remove any chemical pollutants brought to the Easement area, either during or after construction, caused by flooding or stone. If the channel becomes plugged or changes its course as a result of storm or flooding, all work to repair it, including repairs needed within the Easement area shall be paid for by County. Owner shall not make any modifications within the Easement area that could affect the drainage system without written approval from County. 12. Each party shall be liable for its own aeons and negligence and, to the extent permitted by law, County shall indemnify, defend and hold harmless Owner against any actions, claims and damages arising from environmental contamination caused by County in connection with its construction of proposed improvements to the Gordon River Extension pertaining to this Agreement, and Owner shall indemnify, defend and hold harmless County against any actions, claims and damages arising out of the Owner's negligence in connection with this Last Revised. 10107!09 Packet Page -794- 1/10/2012 Item 16.A.7. Agreement. The foregoing indemnification shall not constitute a waiver of County's sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28, nor shall the same be construed to constitute agreement by either party to indemnify the other party for such other party's negligent acts or omissions. 13. Conveyance of the Easement by Owner is contingent upon no other provisions, conditions, or premises other than those so stated above; and this written Agreement, including all exhibits attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained herein. 14. This Agreement is governed and construed in accordance with the laws of the State of Florida. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date first above written. AS TO COUNTY: DATED: JA, j . 10 ;4-x-6 l 2 ATTEST: DWIGHT E. BROCK, Clerk Deputy Clerk AS TO OWNER: DATED: c 12%17 Witness (Signature) ame (Print or Type) iN ass (Signature) Name (Print or Type) Approved as to form and legal st iciency: ° r A �F _ si nt County Attorney Last Reused: 10107/09 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: Fred W. Coyle, Chairman THE COUNTRY CLUB OF NAPLES, INC. a Florida non -profit corporation (Signature) (Print Full Name) P`' ,7- sr (Print Corporate Title) Packet Page -795- r Q '//4 1/10/2012 Item /16.A.7. pale 1 0 T' -3 I I I I I I I I clN N Cli IO m co IN J COUNTRY CLUB OF NAPLES ^'I (O.R. 228, PGS. 789 -798) I (O.R. 1371, PG. 2363) N87'01'55`E 15.00' MATCH LINE SHEET -2 MATCH UNE SHEET -1 4 b SCALEi I' = 60' --- EAST LINE OF SECTION 15, Z TOWNSHIP 49 SOUTH, RANGE 25 EAST 0 N UN m D w f ROYAL POINCIANA GOLF CLUB PARCEL # 20767010407 �o � N f� LA 0 I >= W N LA P. 0. C. 15' WIDE DRAINAGE EASEMENT SOUTHEAST CORNER SECTION 15 TOWNSHIP 49 SOUTH. RANGE 25 EAST 15 14 22 23 i NOT A SURVEY NR GNOLI ..n iii. ER k iiii EMXMNMETIRUNDAGE. PrWofoael aKro..n, pLoenw t Iced s-v"— es tw.p� o,n.r ow.gc src. wR n.rc rne. ■..u� MAra R wtw Pal -ors& corer. w nu.n.rc.. ■a u sw r w ww 15' WIDE DRAINAGE EASEMENT 1� P.O.B. 15' WIDE DRAINAGE EASEMENT LEGAL DESCRIPTION AND SKETCH SHEET 1 OF 3 ICLILNI - COLLIER COUNTY GOVERNMENT I BY- WAYNE D. AUNOLI, R.S.M. NO. 5335 SCALE, 1' = 60' DATE+ 6 nCT. 2011 DRAWN BY- VA PROJECT NO.: 11 -0094 ACAD N0: 10642 -SD FILE NO, 10642 9 ROYAL POINCIANA GOLF CLUB\dwq \GORDON RIVER DRAINAGE EASEMEN1110642- SD.dwo, 10/11/20119:OS:00 AM, vaonoli, 1:60 Packet Page -796- 8xH /8t7- 'W' FOREST LAKE 587'01'55 "W 15.00' { HOMES 1/10/2012 Item 16.A.7. pa ye Z °tc -5 THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY: DESCRIPTIONS GORDON RIVER DRAINAGE EASEMENT sso CLIENT: COLLIER COUNTY GOVERNMENT �a� Nou iii HR k BY: :: a NDAGEs WAYNE D. AGNOLI, R.S.M. NO. 5335 r.a v. +arm"— n. tgl.war SCALE: I' = 60' DATE+ 6 OCT. 2011 cam. a—b: ow r. +we rrr n.a.aN+... R MIM Is�r�tll DRAWN BY: VA PROJECT NO.: 11 -0094 c.wft ft—or Irauaa�rs I ACAD ND: 10642 -SD FILE NO: 10642 9 ROYAL POINCIANA GOLF CLUB\dwa \GORDON RIVER DRAINAGE EASEMENT\10642- SD.dwo. 10/11/20119:06:58 AM, v.aonoli, 1:60 Packet Page -797- ' I N I I I SCALE, 1' = 60' 1 1 ROYAL POINCIANA GOLF CLUB l �l PARCEL # 20767010407 _ 1 15' WIDE DRAINAGE IEASEMENT I EAST LINE OF SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST COUNTRY CLUB OF NAPLES I (O.R. 228, PGS. 789 -798) o z (O.R. 1371, PG. 2363) N cn O ^' �, � I o m to N (o J 10 N N J � I I I N I 1 MATCH LINE SHEET -2 MATCH LINE SHEET -1 NOT A SURVEY LEGAL DESCRIPTION AND SKETCH SHEET 2 OF 3 THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY: DESCRIPTIONS GORDON RIVER DRAINAGE EASEMENT sso CLIENT: COLLIER COUNTY GOVERNMENT �a� Nou iii HR k BY: :: a NDAGEs WAYNE D. AGNOLI, R.S.M. NO. 5335 r.a v. +arm"— n. tgl.war SCALE: I' = 60' DATE+ 6 OCT. 2011 cam. a—b: ow r. +we rrr n.a.aN+... R MIM Is�r�tll DRAWN BY: VA PROJECT NO.: 11 -0094 c.wft ft—or Irauaa�rs I ACAD ND: 10642 -SD FILE NO: 10642 9 ROYAL POINCIANA GOLF CLUB\dwa \GORDON RIVER DRAINAGE EASEMENT\10642- SD.dwo. 10/11/20119:06:58 AM, v.aonoli, 1:60 Packet Page -797- ,4�X N i 3 iT "A DESCRIPTION OF DRAINAGE EASEMENT 1/10/2012 Item 16.A.7. Pale 3 °� 3 A 15' WIDE DRAINAGE EASEMENT OVER, UNDER AND ACROSS ALL THAT PART OF SECTION 15, TOWNSHIP 49 SOUTH. RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SECTION 15. TOWNSHIP 49 SOUTH, RANGE 25 EAST; THENCE NORTH 02'58'05" WEST ALONG THE EASTERLY LINE OF SAID SECTION 15 A DISTANCE OF 532.52 FEET TO THE POINT OF BEGINNING OF THE 15' WIDE DRAINAGE EAEEMENT HEREIN BEING DESCRIBED; THENCE CONTINUNING ALONG THE EASTERLY LINE OF SAID SECTION 15 NORTH 02'58'05" WEST A DISTANCE OF 927.92 FEET; THENCE LEAVING SAID EASTERLY LINE OF SAID SECTION 15 SOUTH 87'01'55' WEST A DISTANCE OF 15.00 FEET; THENCE SOUTH 02'58'05' EAST A DISTANCE OF 927.92 FEET; THENCE NORTH 87'01'55" EAST A DISTANCE OF 15.00 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF SAID SECTION 15 AND THE POINT OF BEGINNING OF THE EASEMENT HEREIN DESCRIBED. CONTAINING 13,919 SQUARE FEET OF LAND MORE OR LESS; SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. GENERAL NOTES: 1. DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. 2. P.O.B. = POINT OF BEGINNING. 3. P.O.C. = POINT OF COMMENCEMENT. 4. R_O.W. = RIGHT —OF —WAY. 5. CURVE DIMENSIONS ARE AS FOLLOWS: A= DELTA, R = RADIUS, A = ARCH, CH = CHORD, AND CHB = CHORD BEARING. 6. BEARINGS ARE BASED ON THE WESTERLY LINE OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AS BEING NO2'58'05 "W. NOT A SURVEY ■■■■ a-MADNOU �ii 6R � k ■■■■■ UNDAGHs Probrbo�l r�{Iswn, pL■o/rr, t Ynd .mw7as rc Ur■r -rr cr. o..Y wr �. Hr n�� A+L ■�W 11Y1a R our IO�A.■l/l c�mr.,. r .rr.rr ■a u r« r r sw LEGAL DESCRIPTION AND SKETCH SHEET 3 OF 3 ESCRIPTION: GORDON RIVER DRAINAGE EASEMENT LIENT: COLLIER COUNTY GOVERNMENT BY, WAYNE D. AGNOLI, R.S.M. NO. 5335 SCALE: 1' = 60' DATE+ 6 OCT, 2011 DRAWN BY- VA PROJECT NO.: 11 -0094 ACAD NO: 10642 -SD FILE NO: 10642 9 ROYAL POINCIANA GOLF CLUBWwq \GORDON RIVER DRAINAGE EASEMENT\10642- SD.dwo. 10/11/20119:07:51 AM, v.acimli, 1:60 Packet Page -798- 1/10/2012 Item 16.A.7. DRAINAGE, ACCESS AND MAINTENANCE EASEMENT THIS EASEMENT, made and entered into this Lq 1 0day of IV, V's rn A 2888, by THE COUNTRY CLUB OF NAPLES, INC-.,a Florida non - profit corporation, whose mailing address is 185 Buming' Tree Drive, Naples, Florida, 34105 (hereinafter referred to as "Grantor "), to COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3301 Tarniami Trail East, Naples, Florida 34112, (hereinafter referred to as "Grantee "). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors and assigns. Grantor and Grantee are used for singular or plural, as the context requires.) WITNESSETH: Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee a perpetual, non- exclusive drainage, access and maintenance easement over, under, upon and across the following described lands located in Collier County, Florida, to wit: See attached Exhibit "A" which is incorporated herein by reference. Subject to easements, restrictions, and reservations of record. THIS IS NOT HOMESTEAD PROPERTY TO HAVE AND TO HOLD the same unto the Grantee together with the right to enter upon said land from Owner's eastern boundary only, to the area set forth on Exhibit "A ", (the "Easement area "), and to excavate and grade in the Easement area as is reasonably needed for the drainage structures and facilities to be constructed on property owned by others located adjacent to the easement area. This easement does not include the right to construct, operate or to maintain in the Easement area any drainage structures and facilities, including but not limited to canals, ditches, swales, earthen berms, rip -rap and retaining wall systems, underground pipes, and various types of water control structures. This easement includes the right to remove and use any and all excavated material, and Grantor acknowledges that when Grantee's work has been completed the western bank of the Gordon River Extension shall be located within the Easement area. The easement granted herein shall constitute easements running with the land and shall burden the lands described above. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the day and year first above written. �' Witness (Signature) /�, Name, (Print oryT�ypee)) / ( Signature) Name (Print or Type) THE COUNTRY CLUB OF NAPLES, INC., a Floridan n- profit Corp ration G�d2E1/r'( 1 (Signature) —7 {Print Full Name) I/< - 5 /'f7 _ - 7 '' i (Print Corporate Title) Packet Page -799- 1/10/2012 Item 16.A.7. STATE OF F4- o COUNTY OF c v � rF The foregoing Drainage, Access and Maintenance Easement was acknowledged before me this a9 -4 day of JuravE M U 20F f , by irfo m As K i K c rJ :*)g t - , as P0 E 5 PCN- of The Country Club of Naples, Inc., a Florida non -profit corporation, on behalf of said corporation, who: v is personally known to me OR produced as of of identity. (affix notarial seal) ` !� (Si natgpe'o}f Notary Public) (Print Name of Notary Public) Serial f Commission # (if any): My Com. EUZABETH L BENDER I1Y COMMISSION # DD 993910 I -••'U EXPIRES: August 4, 2014 '•':;;p - a,' Bonded Thro Notary Public Underwriters y .. Last Revised: 3!9!07 Packet Page -800- I I I I I N I 0 uN'+ C I 0 U m ml N 11 COUNTRY CLUB OF NAPLES (O.R. 228, PGS. 789 -798) I (O.R. 1371, PG. 2363) I 1/10/2012 Item 16.A.7. MATCH UNE SHEET -2 MATCH LINE SHEET -1 4 8 SCALE# 1' = 60' --- EAST LINE OF SECTION 15, Z TOWNSHIP 49 SOUTH, RANGE 25 EAST 0 uN'+ 0 L" ROYAL POINCIANA GOLF CLUB J ^o' PARCEL # 20767010407 15' WADE DRAINAGE EASEMENT N87'01'55 "E 15.00' i P•0•B. Z 15' WIDE DRAINAGE EASEMENT :0 ! N I CT O V+ 1 I� 1 W N N IN P.O.C. 15' WIDE DRAINAGE EASEMENT SOUTHEAST CORNER SECTION 15 j TOWNSHIP 49 SOUTH, RANGE 25 EAST t5 14 22 23 NOT A SURVEY Nou MEBw SR Ie uu� UNDAGE,.� L N 4. 0"bw. pnpw- . truo arY wa. rti sir nrr� iv.t �R ■.� R our Ie•Mr+ui u rM r r rw LEGAL DESCRIPTION AND SKETCH SHEET 1 OF 3 ESCRIPTION, GORDON RIVER DRAINAGE EASEMENT LIENT: COLLIER COUNTY GOVERNMENT BY+ WAYNE D. AGNOLI, R.S.M. NO. 5335 SCALE: 1' = 60' DATE A L.2011 DRAWN BY- VA PROJECT NO,, — R94 ACAD NO: 10642 —SD FILE NO? 1064 9 ROYAL POINCIANA GOLF CLUBWm \GORDON RIVER DRAINAGE EASEMENT\10642- 5D.dv4. 10 /11 /2011 9:05:00 AM, W.aW*N, 1:60 Packet Page -801- L=khft6(T '�9„ S87'01'55'W 15.00' COUNTRY CLUB OF NAPLES (O.R. 228, PGS. 789 -798) (O.R. 1371, PG. 2363) NOT A SURVEY FOREST LAKE HOMES 1/10/2012 Item 16.A.7. L ar I I N l SCALE: I' = 60' I I ROYAL POINCIANA GOLF CLUB I I PARCEL # 20767010407 i15' WIDE DRAINAGE EASEMENT I EAST LINE OF SECTION 15, ITOWNSHIP 49 SOUTH, RANGE 25 EAST o N N N I co N Olt O I O O U rn O f0 V 4 I N f0 N I I � N 1 I IMATCH LINE SHEET -2 MATCH LINE SHEET -1 LEGAL DESCRIPTION AND SKETCH SHEET 2 OF 3 THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY: DESCRIPTION: GORDON RIVER DRAINAGE EASEMENT • ■ ■ ■■ CLIENT: COLLIER COUNTY GOVERNMENT Ana N011 •• o ARBER Ar BY: • UNDAGE,.:e ■•iian WAYNE D. AGNOLI, R.S.M. NO. 5335 u P- 1 ---■.I • SCALE: 1' = 60' DATE: 6 OCT. 2011 c�..ue.r. r r.wawa si■.P.- n our ins?w s n DRAWN BY: VA PROJECT NO.: 11 -0094 ACAD NO: 10642 -SD FILE N0: 10642 9 ROYAL POINCIANA GOLF CLUBXdwo \GORDON RIVER DRAINAGE EASEMENT110642- SD.dwo. 10/11120119:06:58 AM, vzonoli, 1:60 Packet Page -802- i6X41A rT 1/10/2012 Item 16.A.7. ? of DESCRIPTION OF DRAINAGE EASEMENT A 15' WIDE DRAINAGE EASEMENT OVER, UNDER AND ACROSS ALL THAT PART OF SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLDER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST; THENCE NORTH 02'58'05' WEST ALONG THE EASTERLY LINE OF SAID SECTION 15 A DISTANCE OF 532.52 FEET TO THE POINT OF BEGINNING OF THE 15' WIDE DRAINAGE EAEEMENT HEREIN BEING DESCRIBED; THENCE CONTINUNING ALONG THE EASTERLY LINE OF SAID SECTION 15 NORTH 02'58'05` WEST A DISTANCE OF 927.92 FEET; THENCE LEAVING SAID EASTERLY LINE OF SAID SECTION 15 SOUTH 87'01'55' WEST A DISTANCE OF 15.00 FEET; THENCE SOUTH 02'58'05' EAST A DISTANCE OF 927.92 FEET; THENCE NORTH 87'01'55" EAST A DISTANCE OF 15.00 FEET TO AN INTERSECTION NTH THE EASTERLY LINE OF SAID SECTION 15 AND THE POINT OF BEGINNING OF THE EASEMENT HEREIN DESCRIBED. CONTAINING 13,919 SQUARE FEET OF LAND MORE OR LESS; SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. GENERAL NOTES: 1. DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. 2. P.O.B. = POINT OF BEGINNING. 3. P.O.C. - POINT OF COMMENCEMENT. 4. R.O.W. = RIGHT -OF -WAY. 5. CURVE DIMENSIONS ARE AS FOLLOWS: = DELTA, R - RADIUS, A = ARCH, CH = CHORD, AND CHB = CHORD BEARING. 6. BEARINGS ARE BASED ON THE WESTERLY LINE OF THE SOUTH HALF OF THE SOUTHWEST OUARTER OF SECTION 14. TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AS BEING NO2'58'05-W. NOT A SURVEY CRIPTION AND SKE' ■ ■ ■■ iii NOL1 ii ER k i■■■■ NDAGE- PtWaaiodl .ori.— A— al � mol IVYa ft—w ■,W M4 ftl R i{w {Oil -ill LEGAL DESCRIPTION AND SKETCH SHEET 3 OF 3 ESCRIPTION: GORDON RIVER DRAINAGE EASEMENT LIENT: COLLIER COUNTY GOVERNMENT BY. WAYNE D. AGNOLI, R.S.M. NO. 5335 SCALE: 1' = 60' DATE: 6 DCT, 2011 DRAWN BY- VA PROJECT NO.: 11 -0094 ACAD ND: 10642 -SD FILE NO: 10642 9 ROYAL POINCIANA GOLF CLUBWm%GORDON RIVER DRAINAGE EASEMEN 810642- SD.dwu, 10/11120119:07:51 AM, v.awxgi.1:60 Packet Page -803- 1/10/2012 Item 16.A.7. PROJECT: Gordon River Extension Maintenance FOLIO No(s): 20767010407 AGREEMENT THIS AGREEMENT (hereinafter referred to as the "Agreement ") is made and entered into on this 10 �day of ) Aj-JcJA 9Y , 20_1_'2, by and between ROYAL POINCIANA GOLF CLUB, INC., a Florida non -profit corporation, whose mailing address is 1600 Solana Road, Naples, Florida, 34105 (hereinafter referred to as "Owner "), and COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3301 Tamiami Trail East, Naples, Florida 34112 (hereinafter referred to as "County "). WITNESSETH: WHEREAS, County has requested that Owner convey to County a perpetual, non- exclusive drainage, access and maintenance easement over, under, upon and across the lands described in Exhibit "A" (hereinafter referred to as the "Easement "), which is attached hereto and made a part of this Agreement; and WHEREAS, Owner recognizes the benefit to Owner and desires to convey the Easement to the County for the stated purposes, on the terms and conditions set forth herein. NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed by and between the parties as follows: 1. All of the above RECITALS are true and correct and are hereby expressly incorporated herein by reference as if set forth fully below, and all Exhibits referenced herein are made a part of this Agreement. 2. Owner shall convey the Easement to County, in a form acceptable to County, for the sum of $46,000 to be paid at Closing. Said conveyance (Owners delivery to County of a properly executed easement instrument) is hereinafter referred to as the "Closing." 3. Prior to Closing, Owner shall obtain from the holders of any liens, exceptions and /or qualifications encumbering the Easement property, the execution of such instruments which will remove, release or subordinate such encumbrances from the Easement upon their recording in the public records of Collier County, Florida. At or prior to Closing, Owner shall provide Purchaser with a copy of any existing prior title insurance policies. Owner shall provide such instruments, properly executed, to County on or before the date of Closing. 4. This Agreement shall be null and void, and of no further force or effect, unless Closing shall occur within sixty (60) days from the date County executes this Agreement; provided; however, that County shall have the unilateral right to extend the term of this Agreement pending receipt of such instruments, properly executed, which either remove, release or subordinate any and all such liens, encumbrances or qualifications affecting County's enjoyment of the Easement. 5. County shall pay all fees to record any curative instruments required to clear title, all Easement recording fees, and any and all costs and /or fees associated with securing and recording a Release or Subordination of any mortgage, lien or other encumbrance recorded against the property underlying the Easement. 6. County shall provide Owner at least thirty (30) days written notice prior to conducting work within the Easement granted herein. Such notification shall include a work plan outlining the work scope, areas, and dates the work is scheduled to be performed. No notification shall be required for emergency repairs that are necessary to maintain proper operation of the drainage system. Last Revised' 10107/09 Packet Page -804- 1/10/2012 Item 16.A.7. 7. Owner shall allow County perpetual access to the Easement from Goodlette Frank Road and Solana Road via the main entrance road into the Royal Poinciana Golf Course. This right of access is hereby granted to County as an integral part of this Agreement 8. County shall make every effort to conduct work within the Easement between April and October, with the exception of emergency repairs. Any routine maintenance or other scheduled work conducted within the Easement between November and March shall be authorized in writing by Owner or Owner's designee. 9. Any work within Easement areas, including temporary storage of heavy equipment, shall be scheduled and implemented so not to impede the continuous operation of Owner's golf course during the entire work period, unless such work is authorized in writing by Owner or Owner's designee. 10. The property upon which work is to be performed is within a golf course; and it is therefore understood by the parties that the physical appearance of the drainage structures and facilities affects the aesthetics of the golf course. Therefore, prior to the construction of any new drainage structures or facilities in the Easement granted herein, County shall obtain written approval from Owner or other appointed representative of the aesthetic design of the proposed drainage structures or facilities. Owner shall not require an aesthetic design that will add unreasonable costs to a particular structure or facility, and shall not unreasonably withhold approval of the aesthetic design. County shall perform any follow -up work required to ensure that the work, as constructed, conforms to the approved aesthetic design. This paragraph shall not apply to routine maintenance activities. 11. Owner shall be responsible for maintenance of all landscaping and natural vegetation within the Easement area such that the drainage flow -way created by County is not impeded. Owner shall not make any modifications within the Easement that could affect the drainage system without written approval from County. 12. This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is executed by both parties and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, executors, personal representatives, successors, successor trustees, and /or assignees, whenever the context so requires or admits. 13. Conveyance of the Easement by Owner is contingent upon no other provisions, conditions, or premises other than those so stated above; and this written Agreement, including all exhibits attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained herein. 14. This Agreement is governed and construed in accordance with the laws of the State of Florida Last Revised: 10/07/09 Packet Page -805- 1/10/2012 Item 16.A.7. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date first above written. AS TO COUNTY DATED: ©A 20 t ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, Clerk COLLIER COUNTY, FLORIDA Deputy Clerk AS TO OWNER: nATFn- Approved as to form and legal sufficiency: A'sista't County Attorney 3 i�;_ kA f--14, ff7- Last Rewsea: 10107/09 BY: Fred W. Coyle, Chairman ROYAL POINCIANA GOLF CLUB, INC., a Florida non-profit corporation (Signature) jC (Print Full Name) (Corporate Title) It 4/ fh"- Lj�. ��4.J.... -�• u Jt✓ Packet Page -806- 1/10/2012 Item 16.A.7. MATCH LINE SHEET -T r I MATCH UW 3HEET -1 N 1. SOUTH LINE LOT 33 J NAPLES IMPROVEMENT COMPANIES LITTLE FARMS ( P.B. 2, PG. 2) r U 147 N W m SCALE., 1' = 100' L42 r u ROYAL POINCIANA GOLF CLUB WEST LINE OF SECTION 23 a° PARCEL # 20 76 701 0407 TOWNSHIP 49 SOUTH. RANGE 25 EAST o J .s d � o c f L47 rn ►� rn HOLE IN THE WALL GOLF CLUB rn (O. R. 63, PG. 683) r DRAINAGE EASEMENT 'A' WIDTH VARIES P.O.B. DRAINAGE EASEMENT 'A' Z W N ;f 'V � W ju OYAL POINCIANA GOLF CLUB1dwg1GORDON RIVER DRAINAGE EASEMENTN10643- SD- A.dwo, 10/11/20119:10:13 AM, vzonoli, 1:100 Packet Page -807- o roZ n It . cl 5 z � �'� L+1 y 'w m R° : f Dom @ �`Li Z M C a H c4 - tv Z 6 s mx� k vl ti C' �xa +m 106)� ro oy-7Z= Ci O C "= v z° v Ci7 P. 0. C. "< a �O Z WEST 1/4 CORNER o n �' ° SECTION 23, TOWNSHIP 49 SOUTH S o o O1!� LsJ RANGE 25 EAST. COLDER COUNTY M CA FLORIDA vi Z W N ;f 'V � W ju OYAL POINCIANA GOLF CLUB1dwg1GORDON RIVER DRAINAGE EASEMENTN10643- SD- A.dwo, 10/11/20119:10:13 AM, vzonoli, 1:100 Packet Page -807- 1/10/2012 Item 16.A.7. MATCH LoE SHEET -3 MATCH LINE S14EET -2 ` N COUNTY CLUB OF NAPLES Z �) 0 O.R. 228, PGS. 789 -798) J O.R. 1371, PG. 2363) N f SCALE: 1' = 100' WEST LINE OF SECTION 14 + TOWNSHIP 49 SOUTH, RANGE 25 EAST A 1100 NORTHWEST CORNER SECTION 23 1 SOUTHEAST CORNER SECTION 15 I TOWNSHIP 49 SOUTH, RANGE 25 EAST m 15 114 0f1 WEST LINE OF SECTION L3 a TOWNSHIP 49 SOUTH, RANGE 25 EAST i 22 23 NORTH LINE LOT 34 NAPLES IMPROVEMENT COMPANIES i DRAINAGE EASEMENT "A" LITTLE FARMS I WIDTH VARIES ( P.B. 2, PG 2) I LOT 34 v N e ROYAL POINCIANA GOLF CLUB PARCEL # 20757010407 ROYAL POINCIANA GOLF CLUB ZM O PARCEL # 20767010407 i WEST LINE OF SECTION TOWNSHIP 49 SOUTH, RANGE 25 EAST i ■. n gp n owns" 6 0 MEET 'P N D. o e 6r y itl ✓� OZ ZM O V4 w CrJ :ge oom- n zC, aExm =� Vi ec° ��zo O S n a a z ZC) o Cs7 mo NEA .. 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ZM Z mpDro tz 1r O Z [i O�yy C" z y S O O FSod Z Z NyC m OO1n -' m ag_� oow5 2 � ozm o o p tnzi 6 @p nx a C. H z s {W� w 'v �.a CO = M 0z 0 W m R Z a r M '."i 1a Z M z w W ti >E eoKn .0 VI > "q N „ r s x Z 2 4 1 V V 004 mY° rC C� �� z mi o aszc � C I EnA o ; >k >z "C A 0 ° i z o n o xQ r O O i Y� o o, n z n O O h7 y O ? . ^'3 m Z n O D V M o > N O n S r O y QnO Z C) n D D m Q ; Packet Page -811- O 1^ n O O M D m m D m i z N I i Z 1/10/2012 Item 16.A.7. OYAL POINCIANA GOLF CLUB\dwq \GORDON RIVER DRAINAGE iASEMEN1110643- SD- B.dwo, 10/11/20119:15:10 AM, v.annoti, 1:100 Packet Page -812- I i I \G I U r N r J f� �C <J7 �a SCALE: 1' = 100' i`' r Z m A \D I O r v 1 O 9 �N 2 otN r'1 C1 i O N OD r r IN i f m n o N N I T Z N�I A N N 11,0 Z�� m 1 vgm m N p .o =Qi �r w 5; ■�� ■ ■ ■■t■ 0. ■■�p� m w 0C .^ G O agoTT N m0< { xVf.J'b zo o z± I Zp N yG�� 1O� wMto ti u D r DO Gi iP ypMr5 .`� mymr.ry 2 m p O 1�7A $8v sz 5 z I Acz00 � t rNiD �r UN+ @a Cow Z ' m W w ovc� 6xrr Zy'o H a' mwn >�Z NfA u� °Jz E: K m ty Z/i ti O m m �/yV \ p D o�yc O C�,,,� r H `"S1 � 'ZI �4 S IA V1 0 p O e° Fla O �R•nY C rid Ci7 I �p � n i o r m 0 O 1 m Y; o � !ip- l-E 198.00' -�• H a I I s i < ao m o n a s OYAL POINCIANA GOLF CLUB\dwq \GORDON RIVER DRAINAGE iASEMEN1110643- SD- B.dwo, 10/11/20119:15:10 AM, v.annoti, 1:100 Packet Page -812- O N 0 OI C7 V 3 b 0 0 0 1/10/2012 Item 16.A.7. >qmO >s> A MMMMM � °A S S S S S S 2 2 A MM-MM m T m m m T T m T T m T T T m T T T T T m m T T T ..... m m T T T T O T O T- n D nnnnnnnnnnnn000ponOnnnnnnn =nnnnnnnnnnf0AAXA - -g •Q A MM-MM m m m m MAR T m m m m m m m m m T m T, T T T m m T m T m m T T m !O m O T Z >� + NN N NNNN N (/'NNNN NNNN N VINN NNNNNIA N NNZ NNNNN Nr Vnm >j >'n �"IC ' 000002200 C220c222 gggggggggggggg0 $gggggg >Jgm�r�' `N >� iiix" iiisiiiii III iii ~siiiiiiiii9MgHSMZ 0ygy4 Ip `ONANm01+pp 040 +NW00 -`pp ONOIm OIO ��WNOImNO WppN NO'•Cmnn MT SST I y -• U V N V 4 C I t C m V N N W I C N t: �' w 01 10 0 1t O! m G b^ U V I W C2 2 1 8 LAW 4 0 ^ N+ 0 o W G u+ O V 0 4 N y N N 4 A N N 0+ ^ O i> Z= T> m A at VtJUU +OO W Oo CAN JOO V O W W +N OIO Op O?� �N +° O nOD TN O >CO V +N O OGN(�nN +�N+IniN OON N 00 a to +N O Su �ti0 jN+ :� C y�O �-r n o aNN .1CU1C �b0%1% 4 J W WlAb O W IO NU �'F� S y C7 mT TT T�sImT mm TTm ,m T m m mTTmT mmm� O no° -I C> TN Z N V>i V>I V>I> Vj f>/1 N f>A N N f>A I>A N O N 1>A N N ID/INN VIN VDI tD/11>!Ir mWq 8 �i ONZ j y 1Ni y-� -/ y-1 -1 y-� -I ti ti ti..� •-1 -I -1 ti-I -+H 1--1-1-1 y -�..I -+-I y -I f•1 ytiZ 4mUr D m VIG OI W pI ON A � N O IDU N W. IC N+O' -D NODNO NV � N DbD mOUJ NrN -. V -. � V OW O N W Td O, I jN G +�NutW � N Oj!�C.� C �Y) m N N mn ZZ � AryTe O � 0 rM D DI+�NO V Cmi N +4bNNN W NiO+mG W ON O -' W' NN V 440 V V oNN p0 �H m no > _ N V O IC O m N Ca N N N+ 4 N+ J O tC C A t7 Z i y mmrmmlm rmmimmmlm `Immmmmlmlmmmmmmmmmmlmj rmn rmimrmnmmmmmmmm�= Ni °ZMM RD II M 1y yy ym T ,� �m T TTm:i T H �mTTTm yTmTm T -I yti-1U �OO T T �I.4. , > TTOo1p A� D m o �=Zm N = 9 °z -0>1 z (A CD C n 0: N = i� 0 Z> Z pp pp �x �r I z O Z b C D m Z m D O N < p �m cnm iiz my iiii > x ml N Zm o a �2 I�00 �oA2 ov ` rn yy 0 V1 >m W�A N mNNN O1 Z 'NN D> I ZA NA> >..' ZCCC �1 !=,t G) �G m� I m+ nQ• TN f+il> -�I1 -�S i2 m N.N mo I mm F NO zM mGUN y O O> $ Z 0^l I N pp m A n T yO y ti 2 OW _U00 Ip+ OD D Tn <= ZO I D O W Z C O mz n IA Dm N °D •O T >m� N 3 O 2 U SS m N .T1 o T d N U in m N d 0 m i To rn v U D 9 O N A m m m Z + 1 m m T O W O 4 C Nm AN ti M X Ai v N z N 4 N� O M > D L7 N > 2 'M m S' g o■uo■■ z ° g C MUSIC ■ ■ �■ r 8 •_. ■■■ ■■ ■ C O ■ ■■ l.U. z o 00 rw B� °a C m o zz O _ [i7 r C A A M a P 8v. �°xmm Z a � � roc O 6a �''•azo y � � a -� F5 y m ,° .z3 a s. lNm12 C En " P O a C [-'9 e oxz� O C z2 oR.nZ C Cr1 a i N. z ° r� M !I �M C ^n m� N b7 ° z o a� y �. a m 8 N N I I r -• s v < v n a n n s f° m l o �° o m o w ie0 i a F J 0 D =. I ' a x r r o �L r r r r r r r y r m� P N a W N z T r r N N WN.-• r N r NdN.OIII UI OW.P W V+o J. 1D m r N V 20 o o N P {J lr W^ P fA �0 .D .O + 0 Ll Z C .�= NNCO m ... +W N L NNa v 4l {J O Jo V V 1C a NCI m NUIO 0'� tJ +UI S y V) N � c T� a Pmt: P N N _N N N N Z N V) N VIN Z oA > f `t LA V O W A 'p °NO lAN 0 y y O PO°•�N� y N� o aU1a n10 W V N N �mOOUa� P ~ _ VNd NNIJ V °ocJ PIo/C=1 aD CNlINm P W .p V f-O aNp. 4f v W �mNV W < E E C C ri rl t ri rl ri ri r•i ri E ri ri rI ri C N (jl P ^NNO.O + a cAa a a WN. a a --o.Om (J (J t J l J V PNa W W W W WN. r W W -o�Dm r r N N r r N N VO�(Aa r r N N r r N N WN.-• r N NdN.OIII UI OW.P W V+o J. 1D "[W71��G p mm o V U100mm Nm a vNmM��O PvUloo -- W (AONPP v V m N a NNfUNN V W •p oN•O j.71U o mUl %0 ID a O, W mm VJ a N m P y +�Gm 0 y y O yyj N y N� W N UI'"..•N oo V N N V W • P ~ _ NNIJ V °ocJ aD CNlINm +PAD ,Wp +m f-O aNp. 4f v W �mNV W cJaoo tJ UI s o W m (A ot.j PN v o+ ^ PfJNOm N.-P O W P N (jl P ^NNO.O IV a N A tJ W .p N ' V m�Dmm^ o N N Rl o fJ E is£ CmmmEnlmTrimmTCm Packet Page -813- 1/10/2012 Item 16.A.7. r•i r -- 0 - - - Z MATCH UNE SHEET -9 ^� MATCH UNE SHEET -B w r A N r L47 r 11.9 N Ir N Z (r O d I SCALE: 1' = 100' m f A } ID O Ln 1 co A OJ1 r C `LS4 N V 'V x pA C �0 m a S� C9 D iz mr a U r u am ap m f N Z (] u a on rn n _ i oz m pT Z k ■ \\ \ \ \ \ \■ p 6 °iii° 0 p� n 'y wD , 2 m' 07y C" �ANpNpO ! Coot± "•0 t AZ2 > W y y [ - Z �a z Vii C-Nl� 9� t3 M0 CD N Z a `AM R -m �-3 AC A_C�� o '�z; z '� �_' 22 Z 'C C N $.. _•. O.. NO v 11," 27 28 -5f m O N y s 7-1 $� � Y v< o o a a D S tD 0 M N A o f o m o m n m � a OYAL POINCIANA GOLF CLUB\dwq \GORDON RIVER DRAINAGE EASEMENT \10643- SD -C.dwa, 10/11/20119:17:43 AM. v.aonoli. 1:100 Packet Page -814- 0 e ■H�/9191/1 ■�9)�t91911 eY��Y 2 z x �z0,c m C n t� r P m � A =e_u s�R f�22 z a s�e " i got 4 A N O O F A Z oz W rn � tiA r w rn m A z $$ m C) D NON O C' r is m O E � c1 W O my m O v r A Z �1 W C co mz N g� N N W � y a O °z' O x r to W o -- evy�x n O 10, zm�� ,4 9 Iwo . w k rp "1CK"tl (.7 z rn 70b�n0 O C O N b 1F z �n X Z r 9 v C-, N oQ Z ° C r Uf O rl � n Z �- W 1/10/2012 Item 16.A.7. MATCH UNE SHEET -1Q MATCH UNE SHEET - -9 N SCALE: I' = 100' r OYAL POINCIANA GOLF CLUB\dwa \GORDON RIVER DRAINAGE EASEMENT110643-SD- C.dwa, 10/11/20119:18:34 AM, v.aonoli, 1:100 Packet Page -815- ,tiaw 14 oy 'r >0 D D n Am Na r xO n o r i ~ z '4 Ov D �O A O O r J � r n a r C IN CD la W Ir A MATCH LINE SHEET -9 MATCH LINE SHEET -$ OYAL POINCIANA GOLF CLUB\dwa \GORDON RIVER DRAINAGE EASEMENT110643-SD- C.dwa, 10/11/20119:18:34 AM, v.aonoli, 1:100 Packet Page -815- ,tiaw 14 nnv■...1 yea ■...1 u ■...1 WOMEN 0 MEOW ow �z YB�7 6xR Br ®a a c 0� O u � g^ W� III O 2 O O m A z D r p, r W O O r C 0] 1/10/2012 Item 16.A.7. I N r I I SCALE: 1' = 100' i m y ' rN D O � , WA Z I n r z rn A I y i m i i U A O A u � ,ZI � X -( n m V r qv n F, > m O m NZ O Q yom� �7 0 C "M� A n O u C `� oroze cA-�o z > ..z•�� m -cv Ci •-3 Ul BOA \W '�Crw zc L7 O C z ° R z C LTJ 1� — 'x.00 -C Vd — tOiS H i r • N 1 N N Z.. � a y O V O A u � ,ZI xz g a X -( n m V rni > M r F, > m O m NZ O Q 012 �a fi O O O O � n r r m \W Itfr_ 1� — MATCH LINE SHEET -10 MATCH LINE SHEET -9 N N r N W i r • N 1 N OYAL POINCIANA GOLF CLUB \dwo \GORDON RIVER DRAINAGE EASEMENT\10643- SD-C.dwo, 10/11/20119:19:29 AM. vaonoli. 1:100 Packet Page -816- 0 N O �D O D 3 C t0 0 iI 1/10/2012 Item 16.A.7. rn rl CA rrrrrrrrrrrrrrrrrrrrrrrrrrrrr V o0 W v T[PJIa IPJ RPINOW ONO vPUNia�N� r r r r r r O r r �Om r r V PN r r a r r fA.1N r W NO J[wll WfNJ r z rI W vvtWJAN P W Nw`�N�D2 r v .n A (NJmNaN cn r r_ O c ti WC/I W UPw ... ..NN V oP W... W .•,Na�r NN �O P A(YIN... W V V �...NUIWN NNa NCI �O W d om�pma WwNw UI fUG ANNN.J WW !D IJP ....w..N�GZ'IZ W mUl CDO UIw(,ji V oNUI NCB: W -oa N V W W.+ON.+W P .D GI tJNaD AUI �p P:-�O UI �O 11iP..000 inwd AP�OW�p W CD .00NNm A(JI V IJW No y= '•I W D Otf r rn 00 CD .p X00 y y P y y o N NNpA y y N P Z y P N A a y y N p y N o y y w y o y y y W P y y N o y y y y V p Z y m p p,N y y p o Nopo y y o p y D UI O� a y � OD p N y 0 CA o" r% N fYI V a NPO y y N N N y o NN u y a oPO N y o W W N p A �p y m A y Z �m m D A (J�vm A `- VNm�Cwlly�Nm k NN N�NU�T��m�o !V j N(J V W N Noo ��CI1� A a wnj�00 m S N o a CEriritCriGCCr�Cf EririCriririririri W W N(NJ d ��ONNo N m.ONNNNNNN V.pO W NA v�NA o.UO� AN W AONO vo riririECriE £EririSCrlririEriLE £ iririE ririLrir�CriEttELL£r� fVJN V o0 W v T[PJIa IPJ RPINOW ONO vPUNia�N� r r r r r r O r r �Om r r V PN r r a r r fA.1N r W NO J[wll WfNJ W vvtWJAN P W Nw`�N�D2 r v .n A (NJmNaN cn w a a �n UI P �O P !O jv: -fJ {,J fJ QO IV (J V UI fUG SIP fJ (J '*4 V.N. CDO UIw(,ji NoCUI 0 W a O P .D GI W LP WO A Cif V N V W o �. W W A O P N V w O N N W D Otf r rn 00 CD .p X00 y y P y y o N NNpA y y N P Z y P N A a y y N p y N o y y w y o y y y W P y y N o y y y y V p Z y m p p,N y y p o Nopo y y o p y UI O� a • O. � �� UI N O W A a W A N A V o.: W A `- k a !V j N(J fUa NRI •� A A a wnj�00 m S N o a CEriritCriGCCr�Cf EririCriririririri ££riririCr�LriC n n b fffffffff - o � E � fffffffff = q :fffffffff fffffffff M o � 0 fff i og� oZ�s z tzj v e ce Z a yzy co • e� H dR"oZ C t=J � LTJ ,C a n u a Zb zz.y 1 O OI N Lo 0 vs 8i !! Oik s It n P.M z WE; G, O eD O 7 $ O 1 LLfJ A l0 R n 7 C N n � � n s Packet Page -817- 0 r O O 3 Ip 0 r 0 0 1/10/201,2 Item 16.A.7. D O Npp N m n D p�CpC -m7 �O x�xxxxx~xx�~x�� IM m mmm mmmmmmm(m�cm� nm nmmmmmm mmmnmmmmmm mmmtm�mnmm(m�mfm�mm[m� �- fZ'fnn[zi fzinnnnfZ'f mim+fiminn rni r�i. rn rnimmmfnmmmmfn�lmM1lmr�mimmmmmm�r +ImQ0• -�D pA OOmmmmmmmmmm +� C N N N N N N N N N N N N N N N N N N N N N N N N N N N N N No Np Np pN Np No m O Z -� 2 ��gg �� gig 82 88 HERE 2 g 2 €CCCCCC{D/IWCDNy �>n �M OOOOOpO +N AOAOOON�000pYr VA00 V1VNA� tWW'Ab�t4uj�AOp �2 NO�O WS S W�U �1�O�cl: 0 A 11D 1lA 0 T pp {„1 N V N �NU V A V% U N N V 1D V1 A NO�i O N0? -' V NrnOUrn y P - 0 W �: O lJ1, w1. O O .I• ! O m O D C 1 0 V w OOJ: W -* NU0 A N j U NU 2yCON O JON W V N� syNZ'FM pA 111 N W m NOD 10 NUUSNNUN ��ISIOOmN A v V CO I$C .� .� •�. x AOOf0I� m• I N Y � tjj N lD/I ID/1 N N Ijj ID/I N VI 000,0" D N N f�I ICI N y lD/�I N N N N N N O N �= N � O G) z N y-4y yy-t •�-1 -1yy yyy- 4 -i-i -1 yyy-1 .ply y y-1 y-i y -i -/-� mfnp•1,;M rm j OW N_� W -0 -M WQQV�� N_ N AUm�,WOAOOWObw A W o� W W 05'OA A A I Z pN0 W -DO NU�OOO 01 W U� U4N pN W W NCDCnw 01000 W w %ON00I O Z;N 0 vD _ b Z O m m mm m U m >° I m +�m^'mi�^�'rmimmmmmmrmnmmmmmm mm;7, -, MM:�mnmmmm mm lmi rmimrmi rmim Zm�mN Mn ~tiy y ti Hyy 0 CA C O m ! • > nON DN n g > m-� m z 1n -Ni m Z 15.1 1 m no O. o> i m n M V V O �% zzzzzzZZZZZZZZZZZZZZZZZZZZZ mAp M. A- I m >C o0 0 r r•I nonnonnnnnnnnnnnnnnonnnnnnn om-xy m z II n m m mmmmmmmmmmmmmmmmmmmmmmmmmmm IM6A, MM I VZ-1 N N N N N 1/1 Z NNNNN NN N N Nf/� NNNNN Z NN A m O N m0 000000000000pp�/p1000000000000 N Ny2 Dy n m p N II i 0 D C C C C C C A C C C C C C G C C C C C C C C C C A cc N n N B -ri ; A V 'O Z f -� -1 O I m N Z x�xx xx�x 3: z o z 2 > _ = N S Z 2 D X01 ON NO'OIUNO�O W ON WO.N 00•� vOm00 ImlO 20 �m I OA O -� ti y m .-I O-. NU O AP W -mN�10 W ONP N NO� �mN" m N mp O II 1 0 0 Vl IO pNirUO°iN� A O M10 N N(°.1t-: W A AOUiA p Q ~n> A= Np Z AU ' A0 A AAW1J� N- O qo O Z I O A W N P Cr O- W U O d: Cr C r O O O M> A O m Im�l W m�OU W NmO�NU O� �A sU ofA0�100 mpNb± OZ y0 j II A �A1/1 uW OY UyN W mV NA y li J y_ V y NN>�yNAN>>_ P �n t Z ti ~N (NZiUiZ H O 0 Z O O z Z U0!D mm=m L= n W D O y V p O U n n N MM MM r M- MMn ylm -1 y ryl m ti mmy:!m•mi � ti M ,ZO MEZ A n O yy '^ x = S y y II A a1 y rn OD - M A m z 71 Onyy G7 O ,yxr m Omz z D Z m U 0 'IQ O m W D D y 00M C�o mZ Z8A mz p° mZ m Imn� R �� yZ mOM,m S n s r 0 a r m Z ■EN -n 0>000 ��888�■ z> r- m O A Z 4 C a mmsmmumoa p > I D A O m m n m O C = •ww /w /was Z Q Nton O 1 m M p> O O w -t C fn Y. E o •A� °i0 r I 4� D-Ai ;D W.jC. mm zg z N,Zo P m O YY C•r I Mz Q,x "M ANN pl pw R �.. N?• i-1 I VIZ miu oe z °D 0- z� m� o °O Y yta pG [� z I �n n °r til C) fa+ Npin i zm oN m >z 04 8 ov $ztn= n z io„ I m� zz Np ._1� 10 yO S� O O U •A• N x - �> O N Wm n0 mD W C', .Q4ty C: > P R y� =1m s ,-j. z m O O 4 Z m CCa p 1 r Zp Zc) m o R `COnnj w I O CAM Or O -i to V I xN -nm mm 0 o O , ®a�aa mil-' L] 1z i C vc �N wo z 6a OY O C I .Ai OnO no x Ze OR'�Z C Ci7 I O p Z= �rJ .•� o N M z r- io 9�Z0 I =o nz m 'u n m a Xs Z C am _ p � g o n o_ 0 °'fD NH nm nxtN Se mi O v0 z mx D 0o O p N mm � 3 O Dm m0 m J 1 ti -ZI Z N m v < o = a M o `D o 0 o' m m z> x, x Packet Page -818-