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HomeMy WebLinkAboutDrainage Reports - 07/30/2001�n�l IJA:1 Report "RT COLU NS PROPFUTY �F f( MiF - 3 D 32 PROTOTYPE ELEMENTARY SCHOOL FINAL DRAINAGE AND EROSION CONTROL REPORT BEY ON D E N G IN E E R ING 2002 PROTOTYPE ELEMENTARY SCHOOL FINAL DRAINAGE AND EROSION CONTROL REPORT for ............................. ............................ P.Q�cEre*'**: � jixr �et �= .............................. 2407 LaPorte Avenue Ft. Collins, Colorado 80521 �J Nolte Associates, Inc. 1901 Sharp Point Drive, Suite A Fort Collins, Colorado 80S2S (970) 221-2400 February 2001 Updated: June 2001 BE YON D E N G IN E E R ING June 18, 2001 FC0147 ' Mr. Basil Hamdan City of Fort Collins Stormwater Utility P.O. Box 580 ' Fort Collins, CO 80522 ' RE: 2002 Prototype Elementary School Site - Final Drainage and Erosion Control Report Dear Mr. Hamdan: We are pleased to resubmit the "2002 Prototype (Staley) Elementary School Site - Final Drainage and Erosion Control Report " for your approval. We have incorporated the comments provided by Wes Lamarque into the drainage and erosion control plans and I have attached a response letter addressing these comments. This report was prepared in compliance with technical criteria set forth in the Storm Drainage Design Criteria and Construction Standards (revised January 1997) for the City of Fort Collins. If you have any questions or need fiuther clarification, please call meat your convenience. Sincerely, NOLTE ASSOCIATES, Inc. Thomas M. Ochwat, P.E. Project Manager NOLTE ASSOCIATES, INC. 1901 SHARP POINT DRIVE, SUITE A FORT COLLINS, CO 80525 970.221.2400 TEL 970.221.2415 FAX WWW.NOLTE.COM NAF00147\Doa ents\Drjnage\ftW drainage ryt 1 01r18-0I.dw Final Drainage & ' Erosion Control Study BEYOND ENGINEERING 2002 Elementary School ' TABLE OF CONTENTS PAGE ' 1.0. INTRODUCTION........................................................................................................1 1.1 Site Location.....................................................................................................1 > 1.2 Existing Site Description................................................................................... 1 ' 1.3 Proposed Project Description............................................................................ 2 2.0 VICINITY MAP.......................................................................................................... 3 ' 3.0 METHODOLOGY.......................................................................................................4 3.1 Compliance with Standards............................................................................... 4 ' 3.2 Analytical Methods........................................................................................... 4 4.0 HISTORIC DRAINAGE CONDITIONS..................................................................... 4 ' 4.1 Major Basin Description.................................................................................... 4 5.0 DEVELOPED DRAINAGE CONDITIONS................................................................. 5 5.1 General Concept.......................................:....................................................... 5 ' 5.2 Basin Descriptions............................................................................................. 5 5.3 Water Quality Pond Design............................................................................... 7 6.0 McCLELLANDS CREEK FLOOD PLAIN .................................................................. 8 7.0 STORM SEWER SYSTEMS....................................................................................... 8 7.1 General Concept............................................................................................... 8 8.0 EROSION AND SEDIMENT CONTROL................................................................... 9 ' 8.1 General Concept............................................................................................... 9 8.2 Existing Site Conditions.................................................................................... 9 8.3 Soils............................................................................................................ 10 8.4 Schedule......................................................................................................... 10 8.5 Construction Materials and Equipment............................................................ 11 ' 9.0 CONCLUSIONS........................................................................................................11 9.1 Drainage Concept........................................................................................... 11 ' REFERENCES........................................................................................................... 12 1 ' Nolte Associates, Inc. N:1FC01470ko�\Drainage\Fc0147DmgRptdoc 11 N :)= BEYOND ENGINEERING APPENDIX Final Drainage & Erosion Control Study 2002 Elementary School • Historic and Developed Site Hydrology • Developed Flow Calculations • Water Quality/Constructed Wetlands Pond Design • Erosion Control • Design Charts, Tables and Graphs • HEC-2 Analysis & Storm Flow Extrapolation (By Northern Engineering Services, Inc.) BACK POCKET — Drainage and Erosion Control Plan Notre Associates, Inc. N:IFC0I470=mentsOrainage\FcOI47DmgRpLdoc NOLTE ' BEYOND ENGINEERING 1 1.0 1.1 Site Location Final Drainage & Erosion Control Study 2002 Elementary School The proposed Staley Elementary School site (Site) is located south and east of the intersection of Kechter Road (County Road 36) and Zeigler Road -(County Road 9). McClelland's Creek traverses southeast across the parcel in the southwest comer of the property. More particularly, the Site (14.904 acres) is a parcel of land being a part of the Northwest Quarter of the Northeast Quarter of Section 9, Township 6 North, Range 68 West of the 6s' Principal Meridian, County of Larimer, State of Colorado (see Vicinity Map, page 3). 1.2 Existing Site Description In general, the Site slopes at 2.5% to 3.5% to the south and west towards McClellands Creek The Site's present use is agricultural with hay as the main crop and cattle grazing as a secondary use. There is an existing irrigation ditch along the north border of the parcel that traverses to the east adjacent of CR 32. This irrigation ditch crosses CR 32 via an inverted siphon and enters the Site at approximately 420 feet from the west property line and serves the land to the north and east. The areas surrounding the proposed school site consist of hay fields. However, land development for single-family residences are in the design, review, and municipal approval process for these surrounding areas. Willow Brook is the proposed residential development adjacent to the Site to the north; Hartford Homes is planning a residential development that will border the school site along the east and south boundary; and a city park and Fossil Lake P.U.D. Second Filing is slated to be developed to the west. Nolte Associates, Inc. 1 N:TC01470ommentsWn inage\Fc0147DmgRptdm ' NOLTE Final Drainage & ' BEYOND ENGINEERING Erosion Control Study 2002 Elementary School ' The existing soil conditions on the Site consist of an approximate 6-inch layer of cultivated silty topsoil, underlain by sandy lean clay, lean clay with sand, clayey tsand and silty sand extending to the depths explored to the bedrock below (Ref. 4). Groundwater was registered in the Site boring logs located adjacent to McClellands Creek. The groundwater level fluctuated between elevations 4875 to ' 4878. The geotechnical engineering report that was prepared by Terracon (12/08/01) indicates that on -site subsoil conditions are suitable for the proposed ' construction. ' 1.3 Proposed Project Description The proposed development will be zoned for residential. Kechter Road (County Road 36) is currently a 24-foot wide paved street used for local access with a right-of-way of 60 feet. Kechter Road will be expanded and upgraded by the ' developers of Willow Brook. TST Consulting Engineers have designed the Kechter Road improvements that will be built at the same time as the school. Nolte ' has coordinated curb return information with TST that relate to the Kechter Road construction plans. The proposed street section will increase to have a 52-foot flowline to flowline minor arterial and have an increased right-of-way of 82 feet. There will be a 30-foot wide entrance to the Site allowing for bus access as well as ' fire access. The school will construct site improvements up to the 82' right-of- way, except for the irrigation ditch improvements within the R.O.W. ' The school building has a roof area of 1.10 acres. The landscape areas on the north side of the school will have berms varying in height from 4 feet to 6 feet. The area ' to the south of the school building will be the playground area. The playground areas will incorporate basketball courts (2), other hard surface playing areas such ' as foursquare and tetherball, a mulched area for swings and playground equipment n ' Nolte Associates, Inc. 2 N:\FC0147\Doaimwids\Dminage\Fc0147DmgRptdoc II II N :) T BEYOND ENGINEERING Final Drainage & Erosion Control Study 2002 Elementary School and small sandbox play areas (refer to landscape plans). To the east and further south of the school building and playground area will be multi -use playing field. 2.0 VICINITY MAP I � I ROAD - - - - - - -" ::1m_HARMONY 125 ' ZIEGLER ROAD CR9 r ➢. _ P KECHTFR ROAD CR3 4 PROJECT SITE COLLIxs 1' P®ted9omTOP0101997 W>1ddovwPmdwtiaw(www.topoxoW None Associates. Inc. 3 N:1PC01470ocuvxNs\Drai age Fc0147DmgRpLdoc NOLTE Final Drainage & ' BEYOND ENGINEERING Erosion Control Study 2002 Elementary School ' 3.0 METHODOLOGY 3.1 Compliance with Standards The following Final Drainage & Erosion Control Study was prepared in accordance with the design requirements and procedures set forth in the City of ' Fort Collins (City) Storm Drainage Criteria and Construction Standards (Criteria - Ref. 1) and Urban Storm Drainage Criteria Manual (Manual — Ref. 2) by the ' Urban Drainage and Flood Control District. ' 3.2 Analytical Methods The Rational Method was used to calculate 2 and 100-year developed flows. The ' Rational Method is widely accepted for design problems involving small drainage areas (<160 acres) and short times of concentration. Mathematically, it relates ' peak discharge to the runoff coefficient, rainfall intensity, and drainage area. Runoff coefficients and rainfall intensity data were obtained from the Criteria. 4.0 HISTORIC DRAINAGE BASINS 4.1 Major Basin Description The Site lies within the McClellands Creek watershed and the designated Basin 504 of the McClellands Creek Master Drainage Plan Update (final draft — Ref. 3). Per this report, the historic land use is agricultural and proposed land use as low ' density mixed use (LDMU). ' Nolte Associates, Inc. 4 N:\FC0147\Documemis\Dminage\Fc0147DmgRpt.doc NC U E Final Drainage & Erosion Control Study BEYOND ENGINEERING 2002 Elementary School ' 5.0 DEVELOPED DRAINAGE CONDITIONS 5.1 General Concept In general, developed flows from the proposed site improvements will sheet flow or be conveyed via two storm pipe systems (roof drain pipe and landscape storm ' sewer system) in a southeasterly direction to the proposed on -site water quality pond. Developed flows along the Site's west side will follow a southerly route via ' curb and gutter systems before entering the wetland/water quality pond in the southeast comer of the site. ' In an effort to achieve environmental sustainability, a system of bio-swales have been added in some parking lot landscape islands to pre -treat storm flows before they reach the constructed wetlands. These swales are not designed for particular ' storm levels but rather for areas of opportunity to capture concentrated oil, salt, sand and other pollutants left by automobiles. 5.2 Basin Descriptions ' Basin 1 incorporates the west entrance drive, visitor parking and drop-off, and the west side school entrance area. These developed flows in Basin 1 (1.62 ac) flow ' overland through landscaped areas before entering paved areas where the water will sheet flow within the proposed curb and gutter systems to a curb cut and ' landscape swale, eventually outfalling into the water quality pond. A bio-swale will be constructed within the long landscape island between the entrance drive and visitor parking area. This bio-swale will slope to the south at grades between 2% ' and 5%. A small portion of runoff from Kechter Road will collect along the curb and gutter and enter the school site at the drive entrance. Nolte Associates, Inc. t 5 N:\FC01471Domnents\Drainage\Fc0147DmgRptdoc r t I 11 1 BEYOND ENGINEERING Final Drainage & Erosion Control Study 2002 Elementary School Basin 2 (1.60 ac) is comprised of the bus drop-off, teacher parking, sidewalk and surface areas adjacent to the south side of the school building and generally slopes to the southwest. Developed flows run overland on the sidewalk areas and enter the curb and gutter systems. Like Basin 1, Basin 2 also incorporates bio-swales in its drainage. There are 6 small bio-swales that collect a portion of the developed flows through curb cuts. Water that is not caught in the swales continues to flow along curb and gutter until outfalling through a 3' wide curb cut, which empty into the water quality pond. Basin 3, the largest site basin (7.07 ac) envelopes the north and east sides of the parcel. The north side of the school building is a landscaped area with large berms in place to dampen negative traffic noise. A "valley" is formed between the school and the berms. A storm sewer system has been incorporated, allowing water to collect in small catch basins and enter grated landscape inlets. The water that enters the 4 inlets is carried by 8" and 10" HDPE pipe and discharges into the water quality pond near the south edge of the property. To the east of the school building, is a playing field area that is graded at a 2% slope to the south. This runoff will sheet flows to a shallow swale that follows the east edge of the playing field adjacent to the property and then southwesterly toward the water quality pond. Stormwater from the field and playground areas directly south of the school building sheet flow into the water quality pond. The grades on the south side of the Site fall at 2% to 3%. Basin 4 is the rooftop of the school (L 10 ac). Stormwater that collects on the school rooftop will sheet flow to drains located toward the center of the roof. These roof top drains and piping have been designed by the mechanical engineer. Notte Associates, Inc. 6 N:1FC0147U)owment»\Draimge\Fc0147DmgRld.&x C [l L t NCU E BEYOND ENGINEERING Final Drainage & Erosion Control Study 2002 Elementary School This water is then piped (12" dia. pipe) from the center of the building, under the playground areas and outfalling into the water quality pond. Basin 5 (0.67 ac.) incorporates the area of the Site north of the landscape berms and the street flows along Kechter Road from the proposed crown south to the curb and gutter. The runoff from this basin will collect in the future curb and gutter flowing east. This information will be coordinated with the TST - Kechter Road drainage design. 5.3 Water Quality Pond Design The water quality pond for the 14.90-acre Site uses only the affected developed areas of 12.20 acres. The area to the southwest of McClellands Creek (2.70 ac) is not being developed at this time. The water quality pond was designed using Urban Storm Drainage Criteria Manual Volume 3 — Best Management Practices (BMPs) "Design Procedure Form: Constructed Wetland Basin (CWB) — Sedimentation Facility", (See Appendix). The water quality capture volume (WQCV) is based on the tributary area draining to the pond as well as the percentage of the total area that is impervious. The Site has an imperviousness ratio of 35%. This includes all impervious areas such as pavement, sidewalk, and rooftop compared to the landscaped areas. A WQCV of 0.13 ac-ft will be required, based on the applicable calculations. The actual volume for the proposed water quality pond has been calculated to have 0.28 ac-ft. These calculations can be found in the Appendix. Detention requirements for developing the school site have been waived by the City because of the proximity to McClellands Creek. This is typical City policy where development is adjacent to a major drainageway. Nolte Associates, Inc. 7 N:\FC0147Documents\Drainage\Fc0147DmgRpt.doc Final Drainage & ' Erosion Control Study BEYOND ENGINEERING 2002 Elementary School 6.0 McCLELLANDS CREEK FLOOD PLAIN ' The McClellands Creek (aka — Spring Canyon Wasteway Ditch) traverses through the ' southwest comer of the elementary school site. The City's Storm Water Utility Department has produced a Master Drainage Plan Update — Final Report (Ref. 3) for the ' McClellands Creek drainage basin. As part of this report, the 100-year flood plain boundary has been determined and is reflected on the Drainage Plan based on the ' hydraulic and topographic information given within this report. ' Also, as part of the City's policy, public buildings are required to be located outside the 500-year flood plain boundary. The Master Drainage Plan Update, however, did not provide for this storm event. Yet, the 500-year flood plain boundary was recently determined by the HEC-2 analysis (performed by Northern Engineering) for the proposed box culvert crossing of McClellands Creek at Kechter Road. The 500-year flow for this HEC-2 analysis was determined by extrapolating and plotting the 2, 5, 10, 50, 100-year ' flows on probability paper. This 500-year flow has been accepted by the City Storm Water Utility Department and the 500-year flood plain boundary is depicted on the Drainage ' Plan. The results of this HEC-2 analysis has been included in the Appendix. 7.0 STORM SEWER SYSTEMS ' 7.1 General Concept Along the north side of the school building are landscape berms ranging in height from 4 feet to 6 feet and drain water toward the building. A nuisance water -low flow piping system has been added to capture storm water collecting in small depressions created by landscape berming. The minor (2-yr) and major (100-yr) storm flows will travel over these small depressions by swales to the basin design points. Landscape inlets have been placed in small catch basins that collect this runoff. The grading of these individual catch basins are slightly terraced such that if Notre Associates, Inc. 8 N:1FC01470omments\Drainage\Fc0147DmgRptdoc ' NO�E Final Drainage & ' Erosion Control Study BEYOND ENGINEERING 2002 Elementary School ' an inlet is clogged, the water will overtop the high point elevation of the catch basin and travel to the next inlet. Each high point elevation in which storm water ' may spill over, is lower than the finished floor elevation of the school building. The inlet located northwest of the school building has been designed so that if ' clogging occurs, the water will pond until reaching a level that would divert the ' water toward the west drive and parking areas. The three remaining inlets along the north side of the building will drain to the east away from the school building if ' clogging occurs. ' 8.0 EROSION AND SEDIMENT CONTROL 8.1 General Concept Erosion control during construction of this project will consist of silt fencing installed around the Site's disturbed areas that will be graded and have the ' potential for sediment to be transported off the Site. The Grading and Erosion Control Plan in the construction drawings (see back pocket) indicates the type and ' timing of proposed measures. Once the foundation is in place and floor slabs constructed, the potential for erosion will be minimized. Generally, developed ' storm flows will travel to the water quality pond via curb and gutter, landscape swales, and storm sewer systems during and after grading and construction. Thus, ' the water quality pond will also act a sediment trap during construction. ' 8.2 Existing Site Conditions In general, the Site slopes at 2.0% to 3.0% to the south and west towards ' McClellands Creek. The present land use is agricultural with hay as the main crop and cattle grazing as a secondary use. There is an existing irrigation ditch along the ' north border of the parcel that traverses to the east adjacent of CR 32. This ' irrigation ditch crosses CR 32 via an inverted siphon and enters the Site at approximately 420 feet from the west property line and serves the land to the north ' and east. Nolte Associates, Inc. 9 N:\FC0147\Documenb\Dramage\Fc0147DrngRpLdoc B E Y O N D E N G I N E E B I N G Final Drainage & Erosion Control Study 2002 Elementary School The areas surrounding the proposed school site consist of hay fields. However, land development for single family residences are in the design, review, and municipal approval process for these surrounding areas. Willow Brook P.U.D. is the proposed residential development adjacent to the Site to the north; Hartford Homes is planning a residential development that will border the school site along the east and south boundary; and a city park and Fossil Lake P.U.D. Second Filing is slated to be developed to the west. 8.3 Soils The subsurface soils at the Site consist of an approximate 6-inch layer of cultivated silty topsoil, underlain by sandy lean clay, lean clay with sand, clayey sand and silty sand extending to the depths explored to the bedrock below. Reference the geotechnical report for more detailed information (Ref. 4). 8.4 Schedule Silt fencing will be installed first followed by clearing and grubbing and overlot grading for the Site. Next will be the placement of the vehicle tracking control at the construction entrance. The proposed utility and building construction will occur next. Inlet protection will be installed during the construction phase of the landscape storm sewer. Prior to the final grading and landscaping, erosion control matting will be installed at curb cuts and storm sewer outlet locations. Paving and landscaping will follow subsequently. After permanent vegetation is stabilized, the inlet protection as well as the silt fence will be removed. The landscaped areas do not need to be temporarily seeded until the berms on the north side of the Site are in place. Notre a 's+_� Inc. 10 N:\FC01470ocumcmis\Drainage\FcO147DmgRpLdoc NO� Final Drainage & Erosion Control Study ' BEYOND ENGINEERING 2002 Elementary School t8.5 Construction Materials & Equipment The contractor shall store construction materials and equipment on site in such a manner that the materials and equipment will not impact McClellands Creek. The Contractor shall also provide an area for maintenance and fueling of equipment in a ' confined area on site from which runoff will be contained and filtered prior to ' entering McClellands Creek. Contaminated soils from fuel spills shall follow state and local criteria for removal. 9.0 ' 9.1 Drainage Concept The proposed drainage concepts presented in this study and shown on the final ' drainage plan adequately provide for the conveyance of developed runoff for water quality purposes from the proposed development. Water quality will be provided via bio-swales, grass turf swales and the water quality pond in the southeast corner of the Site. This ensures that the proposed development will have limited negative ' impact to downstream conveyance facilities under the designed storms. 1 11 Notre Associates, Inc. I I N:TC0147Womments\Drai uWTc0147IhngRpt.doc I 0 1 C NOTE Final Drainage & Erosion Control Study BEYOND ENGINEERING 2002 Elementary School REFERENCES 1. Storm Drainage Criteria and Construction Standards Manual. City of Fort Collins Stonmwater Utility, Colorado, May 1984. 2. Urban Storm Drainage Criteria Manual, Denver, Colorado, prepared by Wright - McLaughlin Engineers, March 1969. 3. McClellands Creek Master Drainage Plan Update — Final Report, prepared for City of Fort Collins, prepared by ICON Engineering, Inc., November 2000. (Draft copy) 4. Geotechnical Engineering Report. Proposed South Elementary School, Staley Property, Larimer Coft Road 36, Fort Collins. Colorado, prepared by Terracon, December 8, 2000. Nolte Associates, Inc. 12 N:\FC0147\Documents\Dminage\Fc0147DmgRpLdoc N :;O= B E Y O N D ENGINEERING APPENDIX Final Drainage & Erosion Control Study 2002 Elementary School • Historic and Developed Site Hydrology • Developed Flow Calculations • Water Quality/Constructed Wetlands Pond Design • Erosion Control • Design Charts, Tables and Graphs • HEC-2 Analysis & Storm Flow Extrapolation (By Northern Engineering Services, Inc.) Nolte Amwiates, Inc. 13 N:\FC01470ocunwnts\DrainagetFc0147DmgRpt.doc 1 40 x 11 1 1 I 1 u N 1 1 1 i 1 1 Al 1 1 1 1 1 1 1 1 1 1 1 STALEY ELEMENTARY SCHOOL Historic Runoff Calculations (Rational Method Procedure) Desien Storm 2 Year Freauencv Factor- Cf= 1.00 BASIN INFORMATION DIRECT RUNOFF DRAIN. AREA C Z T, C x A I Q BASIN ac min ac in/hr cfs 4i Historic 14.90 0.05 33.7 0.75 1.20 0 89 Desien Storm 100 Year Freauencv Factor - Cf = L 25 BASIN INFORMATON DIRECT RUNOFF DRAINAGE AREA C100 TC C x Cf x A I Q BASIN ac. min ac. in./hr. cfs Historic 14.90 0.50 33.7 9.31 4.20.39.1.1u Runoff Coefficients: CZ & C100 is based on soils report and "Lawns, Clayey Soil" in Table 3-1 (UDFCD) Time Of Concentration - Calculations Overland Flow-- 300 ft Ti= 22.67 min Slope of site= 0.025 Area= 14.904 ac Cf-- 1 C5= 0.15 Length 730 ft Tt= 11.06 min Slope 0.025 Velocity 1.1 ft/s Tc= 33.73 min FC0147 H .L STALEY SCHOOL SITE COMPOSITE RATIONAL RUNOFF COEFFICIENT CALCULATIONS Basin 1 Sub -basin Runoff Coefficient'C' Area 2 YR 5 YR 100YR 1.11 0.87 0.88 0.93 (Streets, drives, pavement) 0.51 0.05 0.15 0.50 (Landscaped, lawns, playfields) 1.62 0.61 0.65 0.79 Basin 2 Sub -basin Runoff Coefficient'C' Area 2 YR 5 YR 100YR 1.13 0.87 0.88 0.93 (Streets, drives, pavement) 0.47 0.05 0.15 0.50 (Landscaped, lawns, playfields) 1.60 0.63 0.67 0.80 Basin 3 Sub -basin Runoff Coefficient'C' Area 2 YR 5 YR 100YR 0.62 0.87 0.88 0.93 (Streets, drives, pavement) 6.48 0.05 0.15 0.50 (Landscaped, lawns, playfields) 7.10 0.12 0.21 0.54 Basin 4 Sub -basin Runoff Coefficient'C' Area 2 YR 5 YR 100YR 1.10 0.80 0.85 0.90 . (roof -tops) 0.00 0.05 0.15 0.50 (Landscaped, lawns, playfields) 1.10 0.80 0.85 0.90 Basin 5 Sub -basin Runoff Coefficient'C' Area 2 YR 5 YR 100YR 0.51 0.87 0.88 0.93 (Streets, drives, pavement) 0.16 .0.05 0.15 0.50 (Landscaped, lawns, playfields) 0.67 0.67 0.71 0.83 Reference Table 3-1 (UDFCD) i 413 1 1 1 1 t O 0 W a r+ -J F N m b O, C:. cs C. V1 O\ V'1 F r'ITN�ol H N N 'O F .7 'v • v'1 N O 00 O CIA�D O �n � a O O C O v' N ri C C C x O co O O n • [ N 00 00 00 O G Vl N N 7 M 0 0 0 0 0 O O C O O O F 'n N O cJ O fJ U' vn 'O r 4'J _. N ' Or r_ 0 0 0 0 0 Z N O r O r b�oC?0,.- � F q Q � Ln aq C V1 O O W a F F F O C \O o0 o0 w . M F O O, O V 00 N h 00 F .-7 '�j • v� O O O �n W O .r, N 00 N V'1 l0 •-- F y o o o o o N m C C C X L c00oo n y � N M .-, � �.amr?rnD ❑] �G--• O. o O ram=. kC� O C O Vl O C O N o N 0 fJ y� y C O O o 0 z w O N O r O r m� In 0 A4 STALEY ELEMENTARY SCHOOL Staley Elemtary School site- south Fort Collins (using Pavement) (Rational Method Procedure) Design Storm 2 Year Frequency Factor - Cf = 1. 00 BASIN INFORMATION DIRECT RUNOFF DRAIN. AREA C z TC C x A I Q BASIN ac min ac in/hr cfs 1 1.62 0.61 7.9 0.99 2.45 2 1.60 0.63 12.4 1.01 2.03 .::2:.04':i 3 7.07 0.12 13.6 0.86 1.95 1,69.: 4 1.10 0.80 6.9 0.88 2.59 2 28 a 5 0.67 0.67 9.5 0.45 2.27 102;.`.: Design Storm Routed Flows BASIN INFORMATION TOTAL RUNOFF DESIGN POINT DRAIN. BASIN AREA ac Tc min E(C x ac I in/hr Q cfs 3 1,2,3,4 11.38 13.6 3.74 1.95 . 7.2P::::: BASIN 1 - routed to DP3 via swale - velocity in swale = 1.1 fps Travel Distance = 300 ft. Travel Time = 4.5 min. Tc = 12.4 min. BASIN 4 - routed to DP3 via storm pipe - velocity in pipe = 7.6 fps Travel Distance = 310 ft. Travel Time = 0.68 min. Tc = 5.7 min. N:\FC014 7 \Documents\Drainage\[Hydrology(rational).xls]DEVELOPED 100-yr Febmary 19, 2001 FC0147 AS STALEY ELEMENTARY SCHOOL FC0147 Staley Elemtary School site - south Fort Collins (using Pavement) (Rational Method Procedure) Design Storm 100 Year Frequency Factor - Cf = 1.25 BASIN INFORMATON DIRECT RUNOFF DRAINAGE AREA RUNOFF T, C x Cf x A I Q BASIN ac. COEFF min ac. in./hr. cfs 1 1.62 0.79 6.0 1.60 9.30 2 1.60 0.80 8.9 1.60 8.15 13 00 3 7.07 0.54 13.6 4.77 6.82 .. ,32.57 . ....... ............ 4 1.10 0.90 5.0 1.10 9.95 5 0.67 0.83 8.1 0.67 8.35 : € Design Storm Routed Flows BASIN INFORMATION TOTAL RUNOFF DESIGN POINT DRAIN. BASIN AREA ac T� min F(C x A) ac I in/hr Q cfs 3 1,2,3,4 11.38 13.6 9.06 6.82 617$ BASIN 1 - routed to DP3 via swale - velocity in swale = 1.9 fps Travel Distance = 300 ft. Travel Time = 2.6 min. Tc = 8.6 min. BASIN 4 - routed to DP3 via storm pipe - velocity in pipe = 7.8 fps Travel Distance = 310 ft. Travel Time = 0.66 min. Tc = 5.7 min. N:\FC0147\Documentsilhainage\[I-Iydrolocy(rational).xls]DEVELOPED 100-yT February 19, 2001 1 1 1 1 1 1 A6 Kechter Road to Site Cross Section for Irregular Channel Project Description Worksheet Depth for 100 yr ev Flow Element Irregular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficien 0.013 Slope 0.004000 ft/ft Water Surface Eleva 99.68 ft Elevation Range .31 to 100.09 Discharge 2.60 cis n:\...\drainage\flowmaster\offsite street.fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 05/31/01 04:37:48 PM m Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Curb Cut/Spillway (Basin-1) Cross Section for Rectangular Channel Al Project Description Worksheet Rectangular Channe Flow Element Rectangular Channe Method Manning's Formula Solve For Bottom Width Section Data Mannings Coeffic 0.015 Slope 020000 ft/ft Depth 0.50 ft Bottom Width 3.91 ft Discharge 14.84 cis 0.50 ft J_ V A �ID HA NTS Project Engineer. Employee n:\...\drainage\flowmaster\spillwaydpl.fm2 Nolte Associates Inc FlowMaster v6.1 [614jj 02/19/01 05:12:23 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Curb Cut/Spillway (Basin 2) Cross Section for Rectangular Channel Project Description Worksheet Rectangular Channe Flow Element Rectangular Channe Method Manning's Formula Solve For Bottom Width Section Data Mannings Coeffic 0.015 Slope 020000 ft/ft Depth 0.50 ft Bottom Width 3.49 ft Discharge 13.00 cfs .49 0.50 ft I_ VA H:1 NTS Project Engineer. Employee n:\ ..\drainage\flowmaster\spilhvaydpl.fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:11:44 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 A9 Worksheet Worksheet for Trapezoidal Channel Project Description Worksheet Swale A 2-yr Flow Element Trapezoidal Cha Method Manning's Formu Solve For Channel Depth Input Data Mannings Coeffic 0.060 Slope 010000 Rift Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 3.00 ft Discharge 2.42 cfs Results Depth 0.44 ft Flow Area 2.1 ft' Wetted Perime 6.64 ft Top Width 6.53 ft Critical Depth 0.24 ft Critical Slope 0.091884 ft/ft Velocity 1.15 ft/s Velocity Head 0.02 ft Specific Energ 0.46 ft Froude Numbe 0.36 Flow Type ubcritical Project Engineer: Employee n:\...\drainage\flowmaster\swale (basin 1).fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:14:29 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Swale A Cross Section 2-yr Cross Section for Trapezoidal Channel Am [I Project Description Worksheet Swale A 2-yr Flow Element Trapezoidal Cha Method Manning's Formu Solve For Channel Depth Section Data Mannings Coeffic 0.060 Slope 010000 ft/ft Depth 0.44 ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 3.00 ft Discharge 2.42 cfs .00 0.44 ft J_ VAH HA NITS Project Engineer: Employee nA ..\drainage\flowmaster\swale (basin 1).fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:14:22 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Trapezoidal Channel n Project Description Worksheet Swale A 100-vr Flow Element Trapezoidal Cha Method Manning's Formu Solve For Channel Depth Input Data Mannings Coeffic 0.060 Slope 010000 ft/ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 3.00 ft Discharge 14.84 cfs Results Depth 1.08 ft Flow Area 7.9 ft' Wetted Perime 11.89 It Top Width 11.62 ft Critical Depth 0.68 ft Critical Slope 0.069808 tuft _ Velocity 1.88 f /s Velocity Head 0.06 ft Specific Energ 1.13 ft Froude Numbe 0.40 Flow Type ubcritical i Project Engineer: Employee n:\...\drainage\flowmaster\swale (basin 1).fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:14:37 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 1 Ai;. ' Swale A Cross Section 100-yr Cross Section for Trapezoidal Channel Project Description Worksheet Swale A 100-yr Flow Element Trapezoidal Cha Method Manning's Formu Solve For Channel Depth ' Section Data Mannings Coeffic 0.060 ' Slope 010000 Depth ft/ft 1.08 ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 3.00 It Discharge 14.84 cfs ' 1.08 ft ' f-- 3.00 ft-1 VA ' H:1 NTS Project Engineer: Employee n:\...\drainage\flowmaster\swale (basin 1).fm2 Nolte Associates Inc FlowMaster v6.1 [614j] ' 02/19/01 05:13:08 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 'Swale A Cross Section 100-yr x 1.33 Cross Section for Trapezoidal Channel R�3 Project Description Worksheet Swale A 100-yr X Flow Element Trapezoidal Chann Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffic 0.060 Slope 010000 ft/ft Depth 1.23 ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 3.00 ft Discharge 19.74 cfs X 1.33 01 1 .23 ft i I_ V:1 HA NTS Project Engineer: Employee nA .. \drainage\flowmaster\swale (basin 1).fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 06/01/01 11:21:15 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Aw Roof Drain at Flowing Full Conditions Worksheet for Circular Channel Project Description Worksheet Staley Elementary S Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffic 0.010 Slope 020980 ft/ft .Diameter 12 in Discharge 7.21 cfs Results Depth 0.94 ft Flow Area 0.8 ft' Wetted Perime 2.64 ft Top Width 0.48 ft Critical Depth 0.98 ft Percent Full 93.7 % Critical Slope 0.021605 ft/ft Velocity 9.43 ft/s Velocity Head 1.38 ft Specific Energy 2.32 ft Froude Numbe 1.32 Maximum Disc 7.22 cfs Discharge Full 6.71 cfs Slope Full 0.024235 ft/ft Flow Type upercritical Qroo = I0.0lscF5 — 5Toeo, ptpi- t.-Ot1F^L -?R�-_S$L_xF-'F . Lj Go,�DrrioaS Project Engineer. Employee nA ..\documents\drainage\flowmaster\roofdrain.fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:27:47 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Roof Drain Cross Section for Circular Channel A15 Project Description Worksheet Staley Elementary S Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffic 0.010 Slope 020980 ft/ft Depth 0.94 ft Diameter 12 in Discharge 7.21 cfs t 100 = to AS us 0.94 ft 12 in 1 V:1 H:1 NTS Project Engineer. Employee n:\...\documents\drainage\flowmasterVoofdrain.fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:27:33 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Overflow Spillway (100 yr) Cross Section for Trapezoidal Channel Project Description Worksheet Staley Elementary S Flow Element Trapezoidal Channe Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffic 0.013 Slope 005000 ft/ft Depth 0.80 ft Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 10.20 ft Discharge 61.78 cfs W.Q OVf,RGl.aw SaiLLw4Y w'tll aE CsP.4DED Suck- A:T 0.20 0.1�0 ft V:1 HA NTS Project Engineer. Employee nA ..\documents\drainage\flowmaster\overflow.fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:34:57 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Flt� CWB Overflow Spillway Worksheet for'Trapezoidal Channel Project Description Worksheet Staley Elementary S Flow Element Trapezoidal Channe Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffic 0.013 Slope 005000 ft/ft Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 10.20 ft Discharge 61.78 cfs Results Depth 0.80 ft Flow Area 10.1 ft' Wetted Perime 15.26 ft Top Width 15.00 ft Critical Depth 0.95 ft Critical Slope 0.002747 ft/ft Velocity 6.13 ft/s Velocity Head 0.58 ft Specific Energ 1.38 ft Froude Numbe 1.32 Flow Type upercritical Project Engineer: Employee n:\ ..\documents\drainage\flowmaster\overflow.fm2 Nolte Associates Inc FlowMaster v6.1 [614j] 02/19/01 05:34:42 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 "Design Procedure Form: Constructed Wetland.Basin (CWB) - Sedimentation Facility RIB Sheet 1 of 3 I 0 [] 1 C Designer. GAD Company: Nolte Associates, Inc. Date: February 14, 2001 Project: Staley Elementary School Location: Larimer County; Colorado 1. Basin Storage Volume Ie = 35.00 % A) Tributary Area's Imperviousness Ratio (i = la/ 100) i = i " 0;35; ; B) Contributing Watershed Area (Area) Area = 10.29 acres C) Water Quality Capture Volume (WQCV) WQCV = ' -'0 15°==; watershed inches (WQCV =0.9-(0.91'13-1.19.12+0.78-1)) D) Design Volume: Vol = (WQCV / 12) "Area Vol = I} 013*," acre-feet 2. Wetland Pond Volume, Depth, and Water Surface Area Calculated Required Minimums: A) Minimum Permanent Pool: Volpd > 0.75Vol Volp d > �; 0 10 -<acre-feet WS Area = ^ = 0.06`.,; acres, estimated Enter the Actual Design Values: Voles > 0.13 acre-feet, final design WS Area = 0.11 acres, final design B) Forebay (Volume > 0.05' Vol in 1 D) Volume= 0.02 acre-feet Depth minimum = 2.5', maximum = 4.0' Depth= 2.50 feet Area= , , 0 013 ; i acres, % = 11.6 C) Outlet Pool (Area > 0.06 . Design WS Area) Depth= 2.50 feet Depth minimum = 2.5', maximum = 4.0' Area= 0.020 acres, % = 18.5: D) Wetland Zones with Emergent Vegetation ( 6" to 12" deep) Depth= 0.50 feet (Area = 50% to 70% of Design WS Area) Area= 0.055 acres, % = 51.2, E) Free Water Surface Areas (2' to 4' deep) Depth= 2.00 feet (Area = 30% to 50% of Design WS Area) Area= j;` `:0:020• : , acres, % = 18.5, 100.01 3 Average Side Slope Above Water Surface (4:1 or flatter) Z = 2.00 A) Depth of WQCV Surcharge (above permanent pool, 2' max.) 1 2" " feet 4. Outlet Works A) Outlet Type (Check One) Orifice Plate x Perforated Riser Pipe Other. B) Depth at Outlet Above Lowest Perforation (H, 2' max.) H = T1:15 " .feet C) Required Maximum Outlet Area per Row, (A,) Ao = 1 10 ! square inches D) Perforation Dimensions (Refer to Figure 5 in W.Q. Str. Det.): (Enter one only): i) Circular Perforation Diameter OR D = 2.0000 inches, OR ii) 2" Height Rectangular Perforation Width W = inches Constructed Wetland Basin.xls, CWB L 1 1 11 1 1 U Design Procedure Form: Constructed Wetland Basin (CWB) - Sedimentation Facility R1ol Sheet 2 of 3 Designer. GAD Company: Nolte Associates, Inc. Date: February 14, 2001 Project Staley Elementary School Location: Larimer County, Colorado E) Number of Columns (nc) nc = - 51 Number F) Actual Design Outlet Area per Row (A,) A. = `3`14-"vT square inches G) Number of Rows (nr) nr = >'3, '<;t Number H) Total Outlet Area (A,j A� _ "= ]0.84 :;square inches 5. Trash Rack A) Needed Open Area: A, = 0.5 ' (Figure 7 Value)' Aa A, = F _325,63- square inches B) Type of Outlet Opening (Check One) 2" Diameter Round 2" High Rectangular Other. C) For 2", or Smaller, Round Opening (Ref.: Figure 6a) i) Width of Trash Rack and Concrete Opening W. _ 5,�15 inches (W.) from Table 6a-1 ii) Height of Trash Rack Screen (HTR) HTR = ( r 22T=' = inches iii) Type of Screen (Based on Depth H), Describe if "Other' x S.S. #93 VEE Wire (US Filter) Other. iv) Screen Opening Slot Dimension, Describe if "Other' I X = = 0.139" (US Filter) Other. v) Spacing of Support Rod (O.C.) Type and Size of Support Rod (Ref.: Table 6a-2) vi) Type and Size of Holding Frame (Ref.: Table 6a-2) F _ �1 OO. _' ? inches D) For 2" High Rectangular Opening (Refer to Figure 6b): I Width of Rectangular Opening 9 P 9 (W) 4 W inches ii) Width of Perforated Plate Opening (W.. = W + 12") W.inches iii) Width of Trashrack Opening (Wop.,,;,g) from Table 6b-1 Wopeang _ �'.Y:-== _.. inches iv) Height of Trash Rack Screen (HTR) HTR = _ ';-:. inches v) Type of Screen (based on depth H) (Describe if "Other') KlempTM KPP Series Aluminum Other. vi) Cross -bar Spacing (Based on Table 6b-1, KlempTm KPP ._,1-. ,inches Grating). Describe if "Other' I Other. Constructed Wetland Basin.xls, CWB Design. Procedure Form: Constructed Wetland Basin (CWB) -Sedimentation Facility Ra° Sheet 3 of 3 Designer. GAD Company: Nolte Associates, Inc. Date: February 14, 2001 Project: Staley Elementary School Location: Larimer County, Colorado vii) Minimum Bearing Bar Size (KlempTM Series, Table 6a-2) (Based on depth of WQCV surcharge) 6. Basin Use for Quantity Controls (Check one or describe if "Other') x Detention within the facility Detention upstream of the facility Other.\ 7. Basin length to width ratio 6.81 (L/W) 8. Basin Side Slopes (Z, horizontal distance per unit vertical) 4.00 (horizontaWerticel) 9 Annual/Seasonal Water Balance (Q et has to be positive) CWB IS kEARJkDSAtG5n/T To fYIcC"ru,4ND'S CE9-CDN9Tad.1T H� HCL4 C o�.11NA� Y ZF:'/%+ e.GGS C-WB zN¢.o"c0% W.T. Qnfim Qmp Qsepage QET. Q, t acre-feet/year acre-feet/year acre-feet/year acre-feet/year ' y'-:: acre-feet/year 10 Vegetation (Check the method being applied or describe) x Native Grass Irrigated Turf Grass Side Slopes x Wetland Species in Pool' Other. 'Describe Species Density and Mixl. Notes: Constructed Wetland Basin.xls, CWB No Text Aaa RAINFALL PERFORMANCE STANDARD EVALUATION PROJECT: Staley Elementary School STANDARD FORM A COMPLETED BY: GAD February 14, 2001 DEVELOPED ERODIBILITY Asb Lsb Ssb Lb Sb PS SUB -BASIN ZONE (ac) (ft) N (ft) N N [ 1 MODERATE 0.46 591.00 2.45 2 MODERATE 0.53 297.00 3.00 3 MODERATE 0.63 295.00 2.33 4 MODERATE 0.34 340.22 1.70 z 5 MODERATE 0.40 356.00 1.54 6 MODERATE 0.38 321.00 2.40 7 MODERATE 0.31 228.00 3.97 8 MODERATE 0.11 130.00 9 MODERATE 0.34 185.00 9.59 10 MODERATE 0.54 193.00 7.59 3 11 MODERATE 0.41 170.00 9.71 12 MODERATE 0.33 157.00 5.00 13 MODERATE 5.48 771.91 2.00 9 14 MODERATE 1.10 257.00 0.50 TOTAL 11.36 517.74 2.86 81.75 Lb = sum(AiLi)/(sum(Ai) _ (0.46*591+ ... +0.34*185)/11.36 = 517.74 Sb = sum(AiSi)/(sum(Ai) _ (0.46*2.45+ ... +0.34*9.59)/11.36 = 2.86 PS (during construction) = 81.75 (from Table 8-A) PS (after construction) = 81.747/0.85 = 96.17 N:\FC0147\Documents\Drainage\[erosion. xls]construction Nolte Associates, Inc. A �L3 \ EFFECTIVENESS CALCULATIONS DURING CONSTRUCTION PROJECT: Staley Elementary School STANDARD FORM B COMPLETED BY: GAD February 14, 2001 EROSION CONTROL METHOD C-FACTOR VALUE P-FACTOR VALUE COMMENTS BARE SOIL 1 1.00 0.90 GRAVEL MULCH 2 O.05 1.00 STRAW -HAY MULCH 3 0.06 1.00 ESTABLISHED GRASS COVER 4 0.35 1.00 PAVEMENT 5 0.01 1 1.00 SUB BASIN PS N AREA (ac) SITE 81.75 11.36 SUB SUB AREA PRACTICE C'A P'A REMARKS BASIN AREA ac 1 PERVIOUS 0.09 4 0.03 0.09 ESTABLISHED GRASS COVE 1 IMPERVIOUS 0.37 5 0.00 0.37 PAVEMENT 1 2 PERVIOUS 0.23 4 0.08 0.23 ESTABLISHED GRASS COVE 2 IMPERVIOUS 0.30 5 0.00 0.30 PAVEMENT 3 PERVIOUS 0.19 4 0.07 0.19 ESTABLISHED GRASS COVE 3 IMPERVIOUS 0.44 5 0.15 0.44 PAVEMENT 4 PERVIOUS 0.07 4 0.02 0.07 ESTABLISHED GRASS COVE 4 IMPERVIOUS 0.27 5 0.00 0.27 PAVEMENT 5 PERVIOUS 0.20 4 0.07 0.20 ESTABLISHED GRASS COVE 5 IMPERVIOUS 0.26 5 0.00 0.26 PAVEMENT 6 PERVIOUS 0.13 4 0.05 0.13 ESTABLISHED GRASS COVE 2 6 IMPERVIOUS 0.25 5 0.00 0.25 PAVEMENT 7 PERVIOUS 0.04 4 0.01 0.04 ESTABLISHED GRASS COVE 7 IMPERVIOUS 0.27 5 0.00 0.27 PAVEMENT 8 PERVIOUS 0.03 4 0.01 0.03 ESTABLISHED GRASS COVE 8 IMPERVIOUS 0.08 5 0.03 0.08 PAVEMENT 9 PERVIOUS 0.33 3 0.02 0.33 STRAW -HAY MULCH 9 IMPERVIOUS 0.01 5 0.00 0.01 PAVEMENT 10 PERVIOUS 0.50 3 0.03 0.50 STRAW -HAY MULCH 10 IMPERVIOUS 0.04 5 0.00 0.04 PAVEMENT 3 11 PERVIOUS 0.36 3 0.02 0.36 STRAW -HAY MULCH 11 IMPERVIOUS 0.05 5 0.00 0.05 PAVEMENT 12 PERVIOUS 0.27 3 0.02 0.27 STRAW -HAY MULCH 12 IMPERVIOUS 0.06 5 0.00 0.06 PAVEMENT 13 PERVIOUS 5.02 4 1.76 5.02 ESTABLISHED GRASS COVE IMPERVIOUS 0.46 5 0.00 0.46 PAVEMENT 9 14 IMPERVIOUS 1.10 1 1.10 0.99 ROOFTOP Cnet = (0.09'0.35+ ... +0.27'0.05)/(0.09+...+0.27) = 0.31 Pnet = (0.09'1+ .., +0.27'1)/(0.09+...+0.27) = 0.99 EFF = (1-C'P)l00 = (1-0.31-0.99)100 69.31 <<< 81.75 (PS) N:\FC0147\Documents\Drainage\ erosion.xls]construction Nolte Associates, Inc. A24 EFFECTIVENESS CALCULATIONS AFTER CONSTRUCTION PROJECT: Staley Elementary School STANDARD FORM B COMPLETED BY: GAD February 14, 2001 EROSION CONTROL METHOD C-FACTOR VALUE P-FACTOR VALUE COMMENT BARE SOIL 1 1.00 0.90 GRAVEL MULCH 2 O.05 1.00 STRAW -HAY MULCH 3 0.06 1.00 ESTABLISHED GRASS COVER 4 0.35 1.00 PAVEMENT 5 0.01 1 1.00 SUB BASIN PS % AREA ac SITE 96.17 11.36 SUB SUB AREA PRACTICE C'A P'A REMARKS BASIN AREA ac 1 PERVIOUS 0.09 4 0.03 0.09 ESTABLISHED GRASS COVER 1 IMPERVIOUS 0.37 5 0.00 0.37 PAVEMENT 1 2 PERVIOUS 0.23 4 0.08 0.23 ESTABLISHED GRASS COVER 2 IMPERVIOUS 0.30 5 0.00 0.30 PAVEMENT 3 PERVIOUS 0.19 4 0.07 0.19 ESTABLISHED GRASS COVER 0.15 0.44 PAVEMENT 4 PERVIOUS 0.07 4 0.02 0.07 ESTABLISHED GRASS COVER 4 IMPERVIOUS 0.27 5 0.00 0.27 PAVEMENT 5 PERVIOUS 0.20 4 0.07 0.20 ESTABLISHED GRASS COVER 5 IMPERVIOUS 0.26 5 0.00 0.26 PAVEMENT 2 6 PERVIOUS 0.13 4 0.05 0.13 ESTABLISHED GRASS COVER 6 IMPERVIOUS 0.25 5 0.00 0.25 PAVEMENT 7 PERVIOUS 0.04 4 0.01 0.04 ESTABLISHED GRASS COVER 7 IMPERVIOUS 0.27 5 0.00 0.27 PAVEMENT 8 PERVIOUS 0.03 4 0.01 0.03 ESTABLISHED GRASS COVER 8 IMPERVIOUS 0.08 5 0.03 0.08 PAVEMENT 9 PERVIOUS 0.33 4 0.12 0.33 ESTABLISHED GRASS COVER 9 IMPERVIOUS 0.01 5 0.00 0.01 PAVEMENT 10 PERVIOUS 0.50 4 0.18 0.50 ESTABLISHED GRASS COVER 10 IMPERVIOUS 0.04 5 0.00 0.04 PAVEMENT 3 11 PERVIOUS 0.36 4 0.13 0.36 ESTABLISHED GRASS COVER 11 IMPERVIOUS 0.05 5 0.00 0.05 PAVEMENT 12 PERVIOUS 0.27 4 0.09 0.27 ESTABLISHED GRASS COVER 12 IMPERVIOUS 0.06 5 0.00 0.06 PAVEMENT 13 PERVIOUS 5.02 4 1.76 5.02 ESTABLISHED GRASS COVER 13 IMPERVIOUS 0.46 5 0.00 0.46 PAVEMENT 14 IMPERVIOUS 1.10 5 1.10 1.10 ROOFTOP Cnet = (0.09'0.35+ ... +0.27`0.05)/(0.09+,..+0.27) = 0.34 Pnet = (0.09'1+ ... +0.27'1)/(0.09+...+0.27) = 1.00 EFF = (1-C`P)100 = (1-0.34`1)100 66 <<< 96.17 (PS) N:\FC0147\Documents\Drainage\ erosion.xls]construction Nolte Associates, Inc. EROSION CONTROL CONSTRUCTION SEQUENCE PROJECT: Staley Elementary School STANDARD FORM B COMPLETED BY: GAD February 19, 2001 Sequence for 2001thru 2002 Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an approved schedule may require submitting a new schedule for approval by the City Engineer. Year 2001 2002 Month M A M I J I J I A S O N D J F M I A I M I J I J A Ovedot Grading mmm Wind Erosion Control Soil Roughening Perimeter Barrier Additional Barriers Vegetative Methods Soil Sealant Other Rainfall Erosion Control Structural: Sediment Trap/Basin Inlet Filters Straw Barriers Silt Fence Barriers Sand Bags Bare Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving Other Vegetative: Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation w7 Netti ngs/Mats/Blan kets Other STRUCTURES: INSTALLED BY VEGETATION/MULCHING CONTRACTOR DATE SUBMITTED MAINTAINED BY APPROVED BY CITY OF FORT COLLINS N:\FC0147\Docume nts\Drainagege rosion. xlsjco n structio n Nolte Associates, Inc. A 26 Fig. 3-1 a City of Fort Collins Rainfall Intensity -Duration Frequency Table For using rational method Storm Intensity TIME 2 ............... __.::..........._;::.._.........:::.:.::. ...................................................... ...................................................... 2.85 9.95 ...................................................... 6 :..... 2.67 9.31 .7. : 2.52 8.80 8;.:....:..:..:.:..::..; ................................................... ...................................................... 2.40 8.38 ...................................................... :.<::«: 2.30 8.03 .:.................:: ...................................................... ..................................................... 2.21 7.72 2.13 7.42 2':..::..:..:..:._..: 2.05 7.16 _.. .:i 1.92 6.71 »:.;;:.:;;;:<.;:<............ 1.87 6.52 ........ k7. _.... 1.75 6.10 ....._........ ...................................................... 1.70 5.92 1.65 5.75 2€} 1.61 5.60 1.56 5.46 ... 1.53 5.32 :::>::>>::>::>: 1.49 5.20 1.46 5.09 2..__.......: 1.43 4.98 ......:..:.............26._....::::...........;; ...................................................... ...................................................... 1.40 4.87 ................................................... €> '1'<€'<`>€<«>. 1.37 4.78 28 1.34 4.69 2'R 1.32 4.60 1.30 4.52 N:\FCO 147\Documents\Drainage\[Hydrology(rational).xls]Inteiisity Febnjary 14. 2001 No Text :DRAINAGE CRITERIA MANUAL RUNOFF A2S AX 30 I— 20 z W L) cc a 10 z W a 0 5 N W ¢ 3 0 2.5 U 2 c W H Q r �■■■■IIIIIIII �I /IIIII/ MUM �n�I nII ■I,��II//nnn■■�■■� �I�I/nI�I��1//t�nnn■�■�� 5' .1 2 .3 .5 1- 2 3 5 10 20 VELOCITY IN FEET PER SECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. *MOST FREQUENTLY OCCURRING"UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrolog For Small Watersheds" Technical Release No. 55 USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT A29 ' DRAINAGE CRITERIA MANUAL RUNOFF s TABLE 3-1 (42) RECOMMENDED•RUNOFF COEFFICIENTS AND PERCENT IMPERVIOUS ' LAND USE OR PERCENT FREQUENCY ' SURFACE CHARACTERISTICS IMPERVIOUS 2 5 10 100 Business: Commercial Areas 95 .87 .87 .88 .89 Neighborhood Areas 70 .60 .65 .70 .80 Residential: Single -Family * .40 .45 .50 .60 Multi -Unit (detached) 50 .45 .50 .60 .70 Multi -Unit (attached) 70 .60 .65 .70 .80 1/2 Acre Lot or Larger * .30 .35 .40 .60 ' Apartments 70 .65 .70 .70 .80 Industrial: Light Areas 80 .71. .72 .76 .82 ' Heavy Acres 90 .80 .80 .85 .90 Parks, Cemetaries: 7 .10 .18 .25 .45 Playgrounds: 13 .15 .20 .30 .50 Schools: 50 .45 .50 .60 .70 Railroad Yard Areas 20 .20 .25 .35 .45 Undeveloped Areas: ' Historic Flow Analysis- 2 (See "Lawns") Greenbelts, Agricultural Offsite Flow Analysis 45 .43 .47 .55 .65 ' (when land use not defined) Streets• ' Paved 100 .87_. .88 ..90 .93 Gravel (Packed) 40 .40 .45 .50 .60 ' Drive and Walks: 96 .87 .87 .88 .89 Roofs: 90 .80 .85 .90 .90 ' Lawns, Sandy Soil 0 .Do. .01 .05 .20 Lawns, Clayey Soil 0 .05 .15 .25 .50 _ NOTE: These Rational Formula coefficients may not be valid for large basins. *See Figure 2-1 for percent impervious. 11-1-90 ' URBAN DRAINAGE AND FLOOD CONTROL DISTRICT A-? a Staley Elementary School ' Subject: Impervious Areas Date: February 9, 2001 Engineer: GAD Job: FC0147 11 1 I Basin Total Area (ac) Impervious (ac) Pervious (ac) 1 0.46 0.37 0.09 2 0.53 0.30 0.23 3 0.63 0.44 0.19 4 0.34 0.27 0.07 5 0.46 0.26 0.20 6 0.38 0.25 0.13 7 0.31 0.27 0.04 8 0.11 0.08 0.03 9 0.34 0.01 0.33 10 0.54 0.04 0.50 11 0.41 0.05 0.36 12 0.33 0.06 0.27 13 5.48 0.46 5.02 14 1.10 1.10 0.00 Total Area s �1 -:52� % Impervious v3r1'4,1%0 Date: May 3, 2001 To: City of Fort Collins Stormwater Utility tFrom: Aaron Cvar Subject: 500-Year Flood Elevations ' McClellands Creek To whom it may concern, Attached are 500-year water surface elevations for McClellands Creek. These water surface elevations were generated by Northern Engineering for the proposed development of Fossil Lake ' PUD Second Filing. Please note that the 500-year flows were taken from extrapolation. This was accomplished by ' plotting 2, 5; 10, 50, and 100-year flows on probability paper and extrapolating a 500-year flow at several locations along the Creek. These flows were taken from the Lower McClellands Drainage Master Plan Update Stream Stability Evaluation, Draft Edition, by Icon Engineering, August 1999. ' Please feel free to contact me at 221-4158 if you have any questions. Sincerely, NORTHERN ENGINEERING SERVICES, INC. 1�-- ' Aaron Cvar Project Engineer 1 1 420 SOUTH HOWES, SUITE 202, FORT COLLINS, COLORADO 80521, (970)221-4158, FAX (970)2214159 C 1 MCCLELLAND CREEK 500-YEAR FLOOD ELEVATIONS WITH FOSSIL LAKE PUD 2ND FILING IMPROVEMENTS Northern Engineering Services, Inc. 5/3/2001 CROSS-SECTION 500-YR WSEL 9.0 4885.53 9.1 4886.68 9.2 4888.37 9.3 4888.66 9.4 4888.72 9.5 4888.73 9.6 4888.78 10.0 4890.45 11.1 4890.97 11.2 4891.16 11.2 4890.86 11.3 4894.37 .................................... .• HEC-2 WATER SURFACE PROFILES ' U.S. ARMY CORPS OF ENGINEERS •• • HYDROLOGIC ENGINEERING CENTER •• Version 4.6.2; May 1991 609 SECOND STREET, SUITE D •� DAVIS, CALIFORNIA 95616-4687 •• RUN DATE 26JUN00 TIME 13:22:06 ' (916) 756-1104 x x XXXXXXX XXXXX xxxxx X X X X' x X x x X X X X XXyXXXK Xxxx X XXXXX xxxxx x x X x X x x X x X X X X XXXXXXX xxxxx XXXXXXX 1 26JUN00 13:22:06 PAGE 1 ........ • ••••••• THIS RUN EXECUTED 26JUN00 13:22:06 Fff.C-2 WATER SURFACE• PROFILES Version 4.6.2; May 1991 T1 LOWER MCCLELLANDS MISTER PLAN UPDATE T2 FOSSIL CREEK RESERVOIR INLET DITCH TO COLRITY ROAD 9 T3 2-YR PROPOSED CONDITIONS; NORTHERN ENGINEERING; 4\00 T4 FN: PROPEF3.HC2 - J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 0_ 0. .00000 .00 .0 .0 867.10 .00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM. ITRACE 1.00 .00 -1.00 .00 .00 .00 .00 .00 .00 .00 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38. 43. 26. 55. 56. 1. 8. 4. 150. NC .07 .07 .045 .30 .30 .00 .00 .00 .00 .00 QT 6. 168. 284. 400. 1007. 1584. 3800. X1 2.00 15.00 1353.00 1430.00 .00 .00 .00 .00 .00 .00 GR 870.0 1000.00 868.00 1085.00 866.00 1340.00 862.00 1353.00 860.00 1363.00 GR B58.0 1375.00 B56.00 1382.00 855.80 1390.00 856.00 1397.00 864.00 1410.00 OR 866.0 1454.00 868.00 1490.00 870.00 1515.00 872.00 15B6.00 074.00 1610.00 X1 3.0 16.00 1385.00 1465.00 120.00 140.00 235.00 .00 .00 .00 GR 876.0 1000.00 674.00 1215.00 872.00 1250.00 870.00 1275.00 BGB.00 1295.00 GR 866.0 1318.00 864.00 1385.00 862.00 1440.00 664.00 1465.00 664.00 1535.00 GR 864.0 1570.00 866.00 1660.00 868.00 1675.00 870.00 1690.00 872.00 1765.00 GR 874.0 1790.00 .00 .00 .00 .00 .00 .00 .00 .00 NC .04 .04 .045 .10 .30 .00 .00 .00 .00 .00 X1 4.0 30.00 4725.00 5300.00 45.00 42.00 38.00 .00 .00 GR 876.9 4600.00 876.40 4625.00 875.70 4650.00 875.10 4675.00 875.00 .00 4700.00 GR 874.2 4725.00 873.40 4750.00 872.80 4775.00 872.60 4800.00 872.30 4B25.00 GR 872.3 4850.00 872.40 4875.00 872.50 4900.00 872.50 4925.00 872.60 4950.00 GR 872.6 4975.00 872.60 5000.00 872.60 5025.00 872.50 5050.00 872.50 5075.00 GR 872.3 5100.00 872.30 5125.00 872.30 5150.00 672.30 5175.00 872.00 5200.00. GR 872.4 5225.00 872.60 5250.00 873.20 5275.00 674.60 5300.00 876.40 5325.00 1 26JUNOO 13:22:06 PAGE 2 X1 5.0 8.00 1193.00 1404.00 425.00 650.00 500.00 .00 .00 .00 GR 876.0 1000.00 874.00 1085.00 872.00 1160.00 868.30 1193.00 866.30 1404.00 GR 872.0 1450.00 874.00 1470.00 876.00 1482.00 .00 .00 .00 .00 X1 6.0 13.00 1265.00 1344.00 500.00 455.00 460.00 .00 .00 .00 GR B80.0 1000.00 878.00 1072.00 876.00 1152.00 874.00 1163.00 872.00 1195.00 GR 870.0 1265.00 870.00 1178.00 872.00 1285.00 872.00 1344.00 874.00 1400.00 GR 876.0 1415.00 878.00 1484.00 880.00 1523.00 .00 .00 .00 .00 OT 6. 167. 280. 392. 577. 1535. 3900. Xi 7.0 14.00 1293.00 14GE.00 570.00 590.00 620.00 .00 .00 .00 X3 0.0 .00 .00 1270.00 .00 .00 .00 .00 .00 _00 GR 886.0 1000.00 884.00 1070.00 B82.00 1114.00 880.00 1136.00 878.00 1195.00 GR 876.0 1206.00 877.50 1270.00 876.00 1293.00 874.00 1315.00 674.00 1324.00 GR 876.0 1408.00 878.00 1420.00 880.00 1457.00 882.00 1526.00 .00 .00 X1 8.0 11.00 1335.00 1415.00 450.00 430.00 450.00 .00 000 .00 GR 890.0 1000.00 888.00 1063.00 886.00 1135.00 884.00 1206.00 882.00 1295.00 GR 880.0 1335.00 878.20 1390.00 860.00 1415.00 882.00 1510.00 884.00 1630.00 GR BB6.0 1735.00 .00 .00 .00 .00 .00 .00 .00 .00 OT 6. 167. 276. 384. 948. 1489. 3500. X1 9.0 13.00 1264.00 1275.00 460.00 470.00 500.00 .00 .00 .00 GR 890.0 1000.00 888.00 1077.00 886.00 1130.00 884.00 1165.00 882.00 1238.00 GR 880.0 1264.00 879.20 127.00 880.00 1275.00 882.00 1318.00 884.00 1398.00 GR B86.0 1453.00 B88.00 1512.00 890.00 1651.00 .00 .00 .00 .00 NC .06 .06 .06 XI 9.1 10. 1175.66 1276.01 267. 275. 270. GR 887.5 1000. 885. 1092.11 882.88 1162.92 881.94 1166.86 BB1. 1175.66 GR 879. 1178.01 881. 1180.54 881.94 1186.28 884.08 1255.76 886.83 1339.11 Xi 9.2 13. 1123.09 1128.24 287. 252. 285. GR 888.5 979.41 888. i^00. 885.03 1059.34 884.13 1107.5 881.83 1114.5 GR 880.9 1123.09 679.6 1124.16 879.58 1127.25 881. 1128.24 881.75 1137.37 GR 803.56 1149.38 888. 12E3.03 889. 1293.6 X1 9.3 24. 1116.5 1120. 87. 84. 88. ' GR 690. 100D. 889. Mo. 886. 1030.5 887. 1036.5 886. 1047. GR 885. 1055. 884. 1097. 883. 1102. 882. 1106. 881. 1115.5 GR 880. 1116.5 879.76 1176.74 879.76 1119.74 880. 1120. 881. 1120.5 GR 882. 1130 883. 1/34.5 884. 1141. 885. 1164.5 886. 1185.5 GR 887. 1199.5 888. 12i0.5 889. 1224.5 B90. 1233. X1 9.4 24. 1111.5 _115. 18. 18. 1B. GR 890. 1000. 889. i010. 888. 1030. 887. 1037. 886. 1044. GR 885.E 1051. 884. 1093. 883. 1100. 882. 1104. 881. 1110.5 GR 880. 1111.5 879.76 1111.74 879.76 1114.74 880. 1115. 681. 1116.5 GR 882. 1124. 863. 1i29. 884. 1136. 885. 1154.5 886. 1173.5 GR 887. 1185. 888. 1i95. 889. 1207.5 890. 1228. 1 26JUN00 13:22:06 PAGE 3 X1 9.5 22. 1110.22 1115.22 4. 4. 4. GR 890. 1000. 889. 1010. 888. 1029. 887. 1036. 686. 1043. GR 885. 1050. 884. 1092.5 863. 1099.5 882. 1104. 881.78 1110.22 GR 880.78 1111.22 880.78 1114.22 881.78 1115.22 882. 1121.5 883. 1126. GR 884. 1134.5 885. 1152.5 886. 1171. B87. 1183. 8BB. 1193. GR 889. 1205. 690. 1225.5 Xl 9.6 21. 1087.5 1092.5 12.5 12.5 12.5 GR 890. 976.91 689. 98'v.61 888. 1007. 887. 1014. 886. 1021. GR 885. 1028. 884. 1071. 883. 1078. 882. 1082. 881.61 1087.5 OR 880.81 1088.5 880.81 1091.5 881.81 1092.5 883. 1098. 884. 1107. GR 885. 1124.5 886. 1144.5 887. 1155.5 888. 1166.5 889. 1177.51 GR 890. 1197.87 ' X1 10.0 20. 1076.69 1080.69 277. 289. 292. GR 893. 970.74 893. 986.5 892. 992. 891. 996.5 890. 1000.5 GR 889. 1006. 888. 1011. 887. 1015. 886. 1018.5 SB4.39 1062.25 OR 882.66 1067.58 802.39 1076.69 881.39 1077.18 881.39 1080.19 882.39 1080.69 GR 883.23 1095.55 885.57 1092.16 887.25 1131.34 890.24 1160. 892. 1165.45 X1 11.1 26. 1067..36 1071_64 120. 127. 125. GR 892.8 1000. 692. 1014. 891. 1017.5 890. 1021.5 889. 1025. GR 8BB. 1029. 887.7 1031.6 885. 1031.6 B64. 1048. 883. 1057.5 GR 882.64 1067.36 882. 1068. 881.64 1068.36 881.64 1070.64 882. 1071. GR 8B2.64 1071.64 883. 1063. 884. 1089.5 885. 1093.5 886. 1116. GR M. 1128. 888. 1133. 889. 1137.5 890. 1142. 891. 1147.5 GR 892. 1153.43 X1 11.15 19. 1019.22 1023.78 - 70. 70. 70. GR 892.5 1000. 892.5 1001.2 883. 1001.2 852.78 1019.22 882. 1020. GR 881.78 1020.22 881.78 1022.7E 882. 1023. 882.78 1023.78 883. 1048. GR 884. 1052. 885. 1056.5 686. 1074. 887. 1081.5 888. 1085.5 GR 889. 1089.5 890. 1094. 091. 1099.5 892. 1105.5 NC .3 .5 D/S FACE COUNTY RD 36 CULVERT 1- 1/2'X1/2' BOX CULVERT REPRESENTS FULL BLOCKED CONDITIONS X1 11.2 20. 1464. 1506. 40. 40. 40. _ X3 10 892.34 892.34 GR 894. 1000: 893. 1250. \ 892.11 1464. 883.03 1464. 882.94 1472.5 GR 881.94 1472.5 881.94 1475.5 882.94 1475.5 882.83 1485. 882.97 1506. GR 883. 1514.5 883.1 1519. 884.76 1519. 885. 1522.3 886. 1530. GR 888. 1546.5 890. 1562. 892. 1579. 893. 1627. 894. 1705.73 SC 1.013 .2 3.00 0. .5 .5 129. 12.3 883.67 882.83 UIS FACE COUNTY RD 36 CULVERT X1 11.3 21. 1203.5 1245.5 129. 129. 129. X2 0. 0. 2 $80.67 892.34 X3 10. 892.34 892.34 BT -7. 1000. 895. 1250. 894. 1498.5 893. BT 1688.5 892.34 1811. 893. 1887.5 894. BT 1960.5 895. GR 894. 1000. 892. 1084. $91. 1138. 690. 1172. 889. 1176. 1 26JUN00 13:22:06 PAGE 4 OR 889. 1186. 890. 1192- 890. 1193.3 B86. 1193.3 885. 1198. GR 804. 1202.5 883.9 1203.5 883.76 1211. 882.76 1212. 882.76 1215. GR 883.76 1216. 883.67 1225. 883.47 1245.5 892.28 1245.5 893. 1314. OR 894. 1388.31 NC .04 .04 .035 X1 11.4 19. 1171. 1176- 40. 40. 41. GR 894. 1000. 892. 1064.5 891. 1101.5 690. 1126. 888. 1136. GR 886. 1144. 885. 1146. 884. 1163.5 $83.87 1171. 682.87 1172. GR 882.87 1175. 803.87 1176. 885. 1194.5 885.5 1197. 891. 1197. GR 891. 1198.3 892. 1210. 893. 1266.5 894. 1340.32 NC .1 .3 QT 6. 165. 264. 360- 863. 1355. 3300. X1 11.5 19. 1156.5 1161.5 40. 40. 41. OR 894. 1000. 892. lOSi. 891. 1095.5 890. 1116.5 BBB. 1127. GR 886. 1136. 885. 1140-5 884. 1156.5 883. 1157.5 883. 1160.5 GR 884. 1161.5 885. 1177- 887. 1185. 888.6 1191. 691. 1191. GR 891. 1230. 892. 1237- 893. 1282. 894. 1332.46 X1 11.55 21. 1079.6 1088. 61.7 62.4 71.5 GR 893. 955.77 692. 1000. 891. 1044. 890. 1055.9 889. 1062.2 GA B88. 1066.9 887. 3070.7 886. 1075.5 885. 1079.6 884. 1083.9 OR 683.72 1085.25 884. 1086. 885. 1088. B86. 1090.5 887. 1092.5 GA 866. 1096. 889. 1095. 890. 1102. 891. 1116.5 892. 1142.99 GR 893. 1167.99 XS 11.6 21. 1051.5 1060.5 118.3 122.4 152.8 OR 894. 949.5 893. 3000- 892. 1038.5 891. 1044. 890. 1046. GR 889. 1047.5 888. 1049.5 887. 1051. 886. 1051.5 885. 1056.5 GR 884.46 1057.5 885. 1058.5 886. 1060.5 867. 1062. 888. 1064. GR 889. 1065.5 890. 1066.5 891. 1067. 892. 1100. 893. 1151.5 GR 894. 1194.5 - X1 12.0 17. .1067.6 1071.9 224.9 219.6 258.21 GR 895. 975.14 894. 1000. 893. 1024.8 892. 1038.5 890. 1046.4 GR 888. 1054.2 887. 1067.6 886. 1068. 885.13 1068.7 866. 1069.8 GR B87. 1071.9 888. 1072.6 891. 1075.5 892. 1076.4 693. 1093.5 GR 894. 1131.5 695. 1182.07 X1 13.0 17. 1054.5 1071. 595.6 56B.7 723.6 GR 897. 1000. 896. 1024. 895. 1048. 894. 1049. 893. 1051. GR 892. 1053. 891. 1054.5 890. 1056.5 887.97 1066.5 890. i069.5 OR 891. 1071. 892. 1072.5 893. 1074. 894. 1075. 895. 1079. GR 896. 1167.5 897. 1221.23 NC .045 - .045 .045 Xi 14.0 20. 1071. 1078.5 425.1 420.9 555.63 OR 900. 1000. 899. 1026. 898. 1036. 897. 2037.5 896. 1042. GR 895. 3045.5 894. 1048.5 893. 1052. 892. 1071. 891. 1074.5 GR 890. 1076. 891. 1077. 892. 1078.5 893. 1080. 894. 1081. OR 895. 1082. 896. 1084. 897. 1087. 898. 1091.5 899. 1143.9 1 26JUN00 13:22:06 PAGE 5 QT 6. 164. 258. 349. 830. 1304. 3300. X1 15.0 20. 1017.5 1024.5 533.8 523.7 564.67 GR 904. 863.57 901. 961. 901. 1000. 900. 1002.5 699. 1010. GR 898. 1012. 897. 1013.5 896. 1015.5 895. 1017.5 894. 1019. GR 893.57 1020.5 894. 1022. 895. 1024.5 896. 1026.5 897. 1028.5 GR 896. 1031. 899. 1033. 900. 1035. 901. 1056. 902. 1099.23 NC .035 .035 .045 X1 2000 15. 1066.5 1073.5 217.7 217.7 227.86 OR 905. 985.5 904. 1000. 903. 1042. 902. 305B. 901. 1061.5 GR 900. 1066.5 899. 1068. 898-25 1069.5 899. 1071. 900. 1073.5 GR 901. 1077. 902. 1081. 903. 1102. 904. 1172.5 905. 1221.8 1 26JUN00 13:22:06 PAGE 6 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 1 CCHVe .100 CEHV- .300 •SECNO 2.000 _ 2.000 . '11.30 867.10 .00 867.10 867.10 .00 .00 .00 862.00 168.0 6.7 153.4 7.9 117.4 489.2 103.3 .0 .0 864.00 ' .00 .06 .31 .08 .070 .045 .070 .000 855.80 1199.75 . 000005 0. 0. 0. 0 0 0 .00 274.05 1473.80 •SECNO 3.000 3.000 168.0 5.10 867.10 15.5 86.2 .00 6E.3 .00 147.7 867.10 328.1 .00 519.2 .00 3.6 .00 1.1 864.00 864.00' .29 .11 .26 .13 .070 .045 .070 .000 862.00 1305.34 .000010 120. 235. 340. 0 0 0 .00 362.92 1668.26 CCHV- .100 CEHV- .300 ' •SECNO 4.000 _ 3265 ➢IVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .56 872.56 872.56 .00 B72.66 .10 .00 .03 874.20 168.0 .0 168.0 .0 .0 67.0 .0 4.1 1.4 874.60 .30 .00 2.51 .00 .000 .045 .000 .000 872.00 4802.98 ' .052113 45. 38. 42. 20 21 0 .00 349.66 5245.53 •SECNO 5.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - ..... t 5.000 4.38 872.68 _00 .00 872.68 .00 .01 .01 668.30 168.0 10.3 143.5 i4.1 92.0 923.5 118.5 11.1 5.3 868.30 1.23 .11 .i6 .12 .040 .045 .040 .000 868.30 1134.62 .000003 425. 500. E50. 4 0 0 .00 322.15 1456.77 1 1 26JUN00 13:22:06 ECHO SLOPE DEPTH CWSEL QLOB QCH CRi S OROS WSELK ALOB EG ACH HV AROB HL VOL GLOSS TWA L-BANK ELEV R-BAWK ELEV TIME VLOB VCR VROB XNL XNCH XNR WIN ELMIN SSTA XLOBL XLCH XIAeR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECHO 6.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a .10 6.000 2.67 872.67 .00 .00 872.69 .01 .00 .00 670.00 168.0 111.5 54.4 121.3 86.7 6.5 18.5 8.1 672.00 1.40 .92 .63 .32 .040 .045 .040 .000 870.00 1184.12 . 000320 500. 460. 455. 3 0 0 .00 178.93 1363.04 •SECNO 7.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY ' 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 2270.0 1526.0 TYPE- 1 TARGET- -1270.000 7.000 1.04 875.04 875.04 .00 875.34 .30 .64 .09 876.00 167.0 1.44 .0 167.0 .00 4.41 .0 .00 .0 .000 37.9 .045 .0 .000 20.3 .000 9.6 874.00 876.00 1303.59 ' . 035962 570. 620. 590. 20 18 0 .00 63.99 1367.57 •SECHO 8.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.69 8.000 1.84 880.04 .00 .00 880.11 .08 4.75 .02 880.00 167.0 .0 167.0 .0 .0 75.0 .0 20.8 10.5 880.00 1.49 .03 2.23 .03 .040 .045 .040 .000 678.20 1334.25 ' .004965 450. 450. 430. 8 0 0 .00 82.53 1416.78 •SECNO 9.000 9.000 2.58 881.78 .00 .00 881.87 ,OB 1.75 .00 880.00 167.0 36.9 68.9 61.2 20.7 24.0 34.2 21.7 11.4 880.00 1.55 1.78 2.87 1.79 .040 .045 .040 .000 879.20 1240.80 . 002698 460. 500. 410. 6 0 0 .00 72.56 1313.36 •SECNO 9.100 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 PAGE 7 3 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 9.100 4.00 883.00 .00 .00 803.14 .14 1.26 .02 881.00 167.0 47.3 29.8 89.9 16.0 7.0 34.5 22.1 11.8 879.00 1.58 2.96 4.23 2.60 .060 .060 .060 .000 879.00 1158.99 .009713 267. 270. 275. 2 0 0 .00 61.63 1220.62 'SECNO 9.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 07 ACCEPTABLE RANGE, KRATIO a 2.40 9.200 4.43 884.01 .00 .00 884.06 .05 .91 .01 880.90 167.0 51.4 47.9 67.7 29.9 21.3 43.3 22.6 12.2 8BI.00 1.62 1.72 2.25 2.56 .060 .060 .060 .000 879.58 1107.87 .001686 287. 285. 252. 3 0 0 .00 54.97 1162.85 -SECNO 9.300 9.300 4.38 884.14 .00 .00 884.20 .06 .14 .00 880.00 167.0 65.3 38.9 62.8 39.0 15.3 38.8 22.8 12.3 680.00 1.63 1.67 2.54 1.62 .060 .060 .060 .000 879.76 1090.96 .001589 87. 88. 84. 2 0 0 .00 53.42 1144.38 -SECNO 9.400 9.400 4.41 884.17 .00 .00 684.23 .06 .03 .00 880.00 167.0 56.1 42.0 68.9 33.1 15.4 38.9 22.8 12.3 080.00 1.64 1.69 2.73 1.77 .060 .060 .060 .000 879.76 1085.68 .001813 18. 18. 18. 0 0 0 .00 53.54 1139.22 'SECNO 9.500 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .69 9.500 3.38 884.16 .00 .00 864.25 .09 .01 .01 BB1.78 167.0 59.0 47.6 60.4 27.0 15.9 27.8 22.8 12.3 861.78 1.64 2.19 2.99 2.18 .060 .060 .060 .000 880.78 1085.35 .003806 4. 4. 4. 1 0 0 .00 52.18 1137.53 'SECNO 9.600 9.600 3.37 884.18 .00 .00 884.33 .15 .06 .02 881.61 167.0 66.7 60.9 37.4 24.9 15.9 16.3 22.8 12.3 881.81 1.64 2.76 3.83 2.30 .060 .060 .060 .000 680.81 1062.93 .006281 13. 13. 13. 1 0 0 .00 47.35 1110.28 7 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV _ HL OLOSS L-HANK ELEV Q L'LOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH KNR WIN ELMIN SSTA SLOPE XLOSL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDS'I `SECNO 10.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.57 10.000 3.96 885.35 .00 .00 885.42 .07 1.08 .01 882.39 167.0 91.4 39.3 36.4 48.0 15.3 18.7 23.3 12.7 882.39 1.68 1.91 2.56 1.95 .060 .060 .060 .000 881.39 1036.18 .002549 277. 292. 289. 2 0 0 .00 55.35 1091.54 -SECNO 11.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.69 11.100 3.93 885.57 .00 .00 885.60 .03 .17 .00 882.64 167.0 76.2 24.9 65.9 64.3 15.8 52.9 23.6 12.8 662.64 1.70 1.18 1.57 1.25 .060 .060 .060 .000 881.64 1031.60 .000894 120. 125. 127. 2 0 0 .00 75.64 1107.44 -SECNO 11.150 11. 150 3.85 885.63 .00 .00 885.65 .02 .05 .00 882.78 167.0 53.8 21.3 91.9 49.4 16.6 83.4 23.8 13.0 882.78 1.72 1.09 1.29 1.10 .060 .060 .060 .000 881.78 1001.20 _000606 70. 70. 70. 2 0 0 .00 66.30 1061.50 I PAGE 8 PAGE 9 ' CCHV- .300 CEHV- .500 'SECNO 11.200 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA- 892.34 ELREA- 892.34 11.200 3.71 885.65 .00 .00 885.68 .03 .03 .01 892.11 ' 167.0 .0 167.0 .0 .0 118.2 .0 23.9 13.0 882.97 1.73 .00 1.41 .00_ .000 .060 .000 ,.000 881.94 1464.00 .000942 40. 40. 40. 0 0 0 .00 42.00 1506.00 1 t 26JUN00 13:22: 06 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH TIME VLOB VCH QROB VROB ALOB XNL ACH XNCH AROB XNR VOL WIN TWA ELMIN R-BANK SSTA ELEV ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL CULVERT SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT SCL ELCHU ELM 1 .013 .20 3.00 .00 .50 .50 129.00 12 3 853.67 662.83 CHART 12 - BOX CULVERT; NON -OFFSET FLARM WINGWALLS; 3/4-INCH CHAmFSR AT TOP OF INLET SCALE 3 - WINGWALLS FLARED 18.4 DEGREES (3:1); INLET SKEWED 30 DEGREES ' 5130, EGIC-18108.27..MAY BE TOO LARGE IF INLET CONTROLS. 5135, EGOC-79687.95 ..MAY BE T0O LARGE LF OUTLET CONTROLS. 'SECNO 11.300 SPECIAL CULVERT OUTLET CONTROL ♦ WEIR FLEW EG 892.98 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 10.41 SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 18108.27 79687.95 1.30 165. 2. .284 .3 892.34 3D3. 11.300 10.22 892.98 .00 .00 892.98 .00 7.30 .00 883.90 167.0 54.1 112.0 1.88 .16 .28 .0 .04 345.3 .060 395.0 .060 23.4 .060 25.3 .000 13.5 882.76 892.28 1042.81 - ' .000009 129. 129. 129. 0 0 0 .00 269.35 1312.16 'SECNO 11.400 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 11.400 10.11 892.98 .00 .00 892.98 .00 .00 .00 883.87 167.0 98.1 .16.7 52.2 446.2 49.6 225.3 25.9 13.7 883.87 1.92 .22 .34 .23 _040 .035 .040 .000 882.87 1032.59 . 000004 40. 41. 40. 1 0 0 .00 233.32 1265.91 CCHV= .100 CENV= .300 'SECNO 11.500 11.500 9.98 892.98 .00 .00 892.98 .00 .00 .00 664.00 165.0 60.7 16.2 68.1 392.2 48.9 327.6 26.6 13.9 884.00 1.98 .21 .33 .21 .040 .035 .040 .000 883.00 1026.00 .000004 40. 41. 40. 0 0 0 .00 255.11 1281.12 'SECNO 11.550 1 26NN00 13:22:06 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .53 11.550 9.26 892.98 .00 .00 892.98 .00 .00 .00 885.00 165.0 72.8 45.3 47.0 241.5 72.6 161.9 27.5 14.3 885.00 2.02 .30 .62 .29 .040 .035 .040 .000 883.72 956.63 .000013 62. 72. 62. 0 0 0 .00 210.88 1167.50 •SECNO 11.600 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a .45 ' 11.600 8.51 892.97 .00 .00 892.99 .02 .00 .00 666.00 1 165.0 27.9 87.8 49.3 57.3 68.9 105.7 28.6 14.8 886.00 2.06 .49 1.2B .47 .040 .035 .040 .DDO 884.46 1000.75 .000065 118. 153. 122. 0 0 0 .00 149.75 1150.50 •SECNO 12.000 12.000 7.86 892.99 .00 .00 893.01 .01 .02 .00 087.00 165.0 117.8 34.9 12.3 126.8 29.6 23.9 29.6 15.3 887.00 2.13 .93 1.18 .51 .040 .035 .040 .000 885.13 1025.03 .000091 225. 258. 220. 0 0 0 .00 68.18 1093.21 •SMO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .36 13.000 5.10 893.07 .00 .00 893.16 .10 .13 .02 891.00 165.0 3.4 158.3 3.2 3.5 62.0 3.2 31.5 16.0 891.00 2.21 .98 2.55 1.01 .040 .035 .040 .000 887.97 1050.87 .000668 596. 724. 569. 2 0 0 .CO 23.20 1074.07 •SECNO 14.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .34 14.000 3.78 893.78 .00 .00 894.00 .22 .80 .04 892.00 165.0 73.9 85.7 5.4 25.3 19.6 2.2 32.2 16.3 892.00 2.25 2.92 4.38 2.43 .045 .045 .045 .000 890.00 1049.28 .005936 425. 556. 421. 3 0 0 .00 31.49 1080.78 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CP.IWS WSELK £G HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB KNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWI➢ ENDST •SECNQ 15.000 15.000 3.75 897.32 .00 _00 897.77 .45 3.70 .07 895.00 164.0 18.3 127.3 18.4 5.3 21.9 5.4 32.7 16.6 895.00 2.27 3.42 5.82 3.41 .045 .045 .045 .000 $93.571013.02 .007611 534. 565. 524. 4 0 0 .00 16.27 1029.29 •SECNO 2000.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2000.000 3.27 901.52 901.52 .00 902.16 .64 2.39 .06 900.00 164.0 28.3 115.7 20.0 5.6 16.6 4.1 32.8 16.7 900.00 2.28 5.08 6.90 4.87 .035 .045 .035 .000 898.25 1059.68 ' .015883 218. 228. 218. 20 10 0 .00 19.40 1079.08 1 26JUND0 13:22:06 TI LOWER MCCLELLANDS MASTER PLAN UPDATE T2 FOSSIL CREEK RESERVOIR INLET DITCH TO COUNTY ROAD 9 T3 5-YR PROPOSED CONDITIONS; NORTHERN ENGINEERING; 4\00 T4 FN: PROPEF.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 3 0. 0. .00000 .00 .0 .0 867..10 .00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC ISW CHNIM ITRACE 2 .00 -1.00 .00 .DO .00 .00 .00 .00 .00 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG - RV HL GLOSS L-BANK ELEV Q QLOB QCH QROB Ai.OB ACH AROB VOL TWA R-BANK ELEV TIME VLDB VCH VROB )a'L XNCH XNR %IN ELMIN SSTA SLOPE XLOBL XLCH XI09R ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 2 0 CCHV- .100 CEHV- .300 •SECNO 2.000 2.000 11.30 867.10 .00 P67.10 867.10 .00 .00 .DO 862.00 284.0 11.3 259.3 13.3 117.4 489.2 103.3 .0 .0 864.00 PAGE 12 PAGE 13 PAGE 14 .00 .10 .53 .13 .070 .045 .070 .000 855.80 1199.75 .000016 0. 0. 0. 0 0 0 .00 274.05 1473.80 •SECNO 3.000 - 3.000 5.11 867.11 _00 .00 867.11 .00 .00 .00 864.00 284.0 26.3 145.6 112.1 147.9 328.2 519.6 3.6 1.1 864.00 .17 .18 .44 .22 .070 .045 .070 .000 862.00 1305.32 .000028 120. 235. 140. 0 0 0 .00 362.95 1668.27 CCHV- .100 CEHV- .300 SECNO 4.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .65 872.65 872.65 .00 872.77 .12 .00 .04 874.20 264.0 .0 284.0 .0 .0 101.7 .0 4.1 1.5 874.60 .18 .00 2.79 .00 .000 .045 .000 .000 872.00 4794.01 .053109 45. 38. 42. 20 17 0 .00 457.98 5252.00 •SECNO 5.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 81.47 5.000 4.50 872.80 .00 .00 872.80 .00 .02 .01 668.30 284.0 18.1 241.3 24.6 99.1 948.4 124.8 11.5 6.0 868.30 .75 .18 .25 .20 .040 .045 .040 .000 866.30 1130.20 .000008 425. 500. 650. 4 0 0 .00 327.75 1457.95 •SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .11 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 6.000 2.79 872.79 .00 .00 872.82 .03 .01 .01 870.00 284.0 184.7 94.6 4.7 130.4 95.5 0.8 19.3 8.9 872.00 .86 1.42 .99 .53 .040 .045 .040 .000 870.00 1182.34 .000702 500. 460. 455. 4 0 0 .00 183.62 1366.16 'SECNO 7.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 1270.0 1526.0 TYPE- 3 TARGET--1270.000 7.000 1.31 875.31 875.31 .00 875.68 .37 1.28 .10 876.00 280.0 .0 280.0 .0 .0 57.1 .0 21.3 10.7 876.00 .89 .00 4.91 .00 .000 .045 .000 .000 874.00 1300.62 .033694 570. 620. 590. 20 14 0 .00 76.30 1378.91 •SECNO 8.000 3302 WARNING: CONVEYANCE CHANGE OUTSI➢E OF ACCEPTABLE RANGE, KRATIO = 2.57 8.000 2.15 680.35 .00 .00 880.47 .12 4.76 .03 880.00 280.0 1.1 276.4 2.6 1.3 100.6 3.0 22.2 11.6 880.00 .94 .84 2.75 .64 .040 .045 .040 .000 878.20 1327.65 .005110 450. 450. 430. 7, 0 0 .00 104.12 1431.97 •SECNO 9.000 9.000 2.98 862.18 .00 .00 882.29 .11 1.82 .00 860.00 276.0 68.7 93.6 113.7 31.6 28.5 51.9 23.3 12.7 680.00 .99 2.17 3.28 2.19 .040 .045 .040 .000 879.20 1231.03 .OD2618 460. 500. 470. 4 0 0 .00 94.60 1325.63 •SECNO 9.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .54 9.100 4.44 883.44 .00 .00 883.60 .16 1.29 .02 881.00 276.0 81.4 37.4 157.2 26.6 8.1 56.5 24.0 13.3 679.00 1.01 3.06 4.63 2.78 .060 .060 .060 .000 879.DO 1144.23 .009658 267. 270. 275. 2 0 0 .00 90.74 1234.97 1 26JUNOO 13:22:06 I PAGE 15 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WIN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 9.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.15 9.200 5.00 884.58 .00 .00 884.65 .07 1.04 .01 880.90 276.0 86.7 66.1 123.2 44.2 24.2 68.0 24.7 13.9 881.00 1.05 1.96 2.73 1.81 .060 .060 .060 .000 879.5B 1083.44 .002084 287. 285. 252. 3 0 0 .00 96.63 1180.07 'SECNO 9.300 9. 300 4.99 884.75 .00 .00 884.82 .07 .17 .00 880.00 276.0 113.7 53.1 109.2 62.3 17.4 57.9 24.9 14.1 880.00 1.06 1.83 3.05 1.89 .060 .060 .060 .000 879.76 1065.45 .001916 87. 88. 84. 2 0 0 .00 93.21 1158.66 'SECNO 9.400 9.400 5.02 884.78 .00 .00 884.86 .08 .04 .00 880.00 276.0 101.9 56.8 117.3 56.8 17.5 57.2 25.0 14.1 880.00 1.06 1.80 3.24 2.05 .060 .060 .O60 .000 679.76 1059.99 . 002142 18. Ia. 18. 0 0 0 .00 90.55 1150.54 'SECNO 9.500 9.500 4.00 884.78 _00 .00 884.88 .10 .01 .01 881.78 276.0 107.6 62.9 I05.5 50.3 19.0 44.9 25.0 14.1 881.78 1.06 2.14 3.31 2.35 .060 .060 .060 .000 BB0.78 1069.21 .003685 4. 4. 4. 1 0 0 .00 69.38 1148.60 'SECNO 9.600 9.600 3.99 884.80 .00 .00 884.95 .14 .06 .01 861.61 276.0 123.9 77.1 75.1 48.7 19.0 30.9 25.0 14.1 881.61 1.07 2.54 4.05 2.43 .060 .060 .060 .000 880.61 1036.00 _005530 13. 13. 13. 0 0 0 .00 85.25 1121.25 'SECNO 10.000 10.000 4.57 685.96 .00 .00 886.04 .08 1.09 .01 882.39 276.0 161.6 53.0 61.4 77.8 17.8 27.4 25.8 14.7 882.39 1.10 2.08 2.98 2.24 .060 .060 .060 .000 881.39 1019.57 _002837 277. 292. 289. 2 0 0 .00 81.71 1101.27 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH VROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB KNL XNCH XNR %'TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECHO 11.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.68 11.100 4.57 886.21 .00 .00 866.24 .03 .19 .00 882.64 276.0 128.3 34.5 113.2 87.1 18.5 60.4 26.2 14.9 882.64 1.12 1.47 1.06 1.41 .060 .060 .060 .000 881.64 1031.60 .001009 120. 125. 127. 2 0 0 .00 88.47 1120.07 'SECNO 11.150 11.150 4.49 686.27 .00 .00 886.31 .03 .06 .00 882.78 276.0 85.3 31.8 158.9 61.0 19.5 114.9 26.5 15.0 882.78 1.14 1.40 1.63 1.38 .060 .060 .060 .000 881.78 1001.20 .000783 70. 70. 70. 2 0 0 .00 74.86 1076.06 CCRV= .300 CEHV- .500 'SECNO 11.200 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA- 892.34 ELREA- 892.34 11.200 4.36 886.30 .00 .00 886.36 .06 .04 .01 892.11 276.0 .0 276.0 .0 .0 145.5 .0 26.7 15.1 882.97 1.14 .00 1.90 .00 .000 .060 .000 .000 881.94 1464.00 .001310 40. 40. 40. 0 0 0 .00 42.00 1506.00 SPECIAL CULVERT PAGE 17 -SC CUNO CUNV ENTLC COFQ ADLEN RISE SPAN CULVLN CHAT SCL ELCHU ELCHD 1 .013 .20 3.00 .00 .50 .50 129.00 12 3 883.67 882.83 CHART 12 - BOX CULVERT; NON -OFFSET FLARED WINGWALLS; 3/4-INCH CHAMFER AT TOP OF INLET SCALE 3 - WINGWALLS FLARED 18.4 DEGREES (3:1); INLET SKEWED 30 DEGREES 5130, EGIC-47930.32..MAY BE TOO LARGE IF INLET CONTROLS. 5135, EGOC..... - ..MAY BE TOO LARGE IF CUTLET CONTROLS. 'SECNO 11.300 SPECIAL CULVERT OUTLET CONTROL i WEIR FLOW EG = 893.11 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 7.74 1 26JUN00 13:22:06 - SECNO DEPTH CREEL CRIWS WSELK EG HV HL OLOSS L-BANK ELSV Q QLO9 QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VL09 VCH VROB X17L XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EIMST SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 47930.32 216126.80 6.75 276. 2. .454 .3 892.34 349. 11.300 10.35 893.11 .00 .00 893.11 .00 6.75 .00 883.90 276.0 92.0 161.7 2.3 366.7 400.5 32.8 28.1 15.6 892.28 1.24 .25 .45 .07 .060 .060 .060 .000 882.76 1037.31 . 000022 129. 129. 129. 0 0 0 .00 284.98 1322.29 'SECNO 11.400 3302 WARNING: CONVEYANCE CHANGE OUTSIDE GF ACCEPTABLE RANGE, L'RATIO 1.54 11.400 10.24 693.11 .00 .00 893.11 .00 .00 .00 863.87 276.0 162.6 27.1 86.3 463.1 50.2 236.6 28.8 15.8 683.87 1.27 .35 .54 .36 .040 .035 .040 .000 882.87 1028.70 .000009 40. 41. 40. 2 0 0 .00 245.92 1274.62 CCHV= .100 CEHV= .300 'SECNO 11.500 11.500 30.11 893.11 .00 .00 893.11 .00 .00 .00 884.00 264.0 129.4 25.4 109.2 409.4 49.6 343.6 29.5 16.1 884.00 1.30 .32 .51 .32 .D40 .035 .040 .000 883.00 1022.68 . 000008 40. 41. 40. 0 0 0 .00 264.90 1287.58 'SECNO 11.550 3280 CROSS SECTION 11.55 EXTENDED .I1 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 11.550 9.39 893.11 .DO .00 893.11 .01 .00 .00 885.00 264.0 117.8 70.1 76.2 257.7 73.7 172.4 30.4 16.4 885.00 1.33 .46 .95 .44 .040 .035 .040 .000 883.72 955.77 _000030 62. 72. 62. 0 0 0 .00 212.22 1167.99 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L-HANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL KLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 11.600 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a .45 11.600 8.64 593.10 .00 .00 893.13 .03 .01 .01 866.00 264.0 46.3 135.2 82.5 63.9 70.0 117.2 31.5 16.9 886.00 1.36 .72 1.93 .70 .040 .035 .040 .000 884.46 994.74 .000147 118. 153. 122. 1 0 0 .00 161.24 1155.98 'SECNO 12.000 12.000 8.01 $93.14 .00 .00 893.17 .03 .04 .00 887.00 264.0 188.4 54.5 21.1 133.7 30.2 27.6 32.7 17.5 887.00 1.40 1.41 1.80 .77 .040 .035 .040 .000 885.13 1021.38 .000205 225. 258. 220. 2 0 0 .00 77.36 1098.74 PAGE 18 PAGE 19 -SECNO 13.000 - 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCPTABLE RANGE, KRATIO .36 13.000 5.33 893.30 .00 .00 093.51 .22 .29 .06 891.00 264.0 6.7 251.1 6.2 4.4 65.6 3.9 34.6 18.2 891.00 1.45 1.53 3.81 1.58 _040 .035 .040 .000 887.97 1050.41 .001417 596. 724. 569. 2 0 0 .00 23.69 1074.30 -SECNO 14.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 14.000 4.49 894.49 .00 .00 894.72 .23 1.20 .01 892.00 264.0 140.6 112.3 11.1 41.6 24.9 4.1 35.5 18.6 892.00 1.49 3.38 4.51 2.72 .045 .045 .045 .000 890.00 1047.04 .004554 425. 556. 421. 3 0 0 .00 34.45 1081.49 -SECNO 15.000 3302 WARNING! CONVEYANCE CHANGE OUTSIDE OF ACCEEPTABLE RANGE, KRATIO - .65 15.000 4.20 897.77 .00 .00 89B.49 .72 3.62 .15 895.00 25B.0 34.9 187.6 35.5 7.6 25.1 7.9 36.2 16.9 895.00 1.51 4.61 7.48 4.51 .045 .045 .045 .000 893.57 1012.33 .010448 534. 565. 524. 3 0 0 .00 18.12 1030.45 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK --LEV 0 QLOB QCH QROB AWB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 2000.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2000.000 3.81 902.06 902.06 .00 902.80 .74 2.74 .01 900.00 258.0 59.4 154.6 44.0 9.8 20.5 7.1 36.4 19.0 900.00 1.52 6.06 7.53 5.69 .035 .045 .035 .000 898.25 1057.04 .014402 218. 228. 218. 14 11 0 .00 25.21 1082.25 1 26JUN00 13:22:06 T1 LOWER MCCLELLANDS MASTER PLAN UPDATE T2 FOSSIL CREEK RESERVOIR INLET DITCH TO COUNTY ROAD 9 T3 10-YR PROPOSED CONDITIONS; NORTHERN ENGINEERING; 4\00 T4 PH: PROPEF.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 4 0. 0. .00000 .00 .0 .0 867.10 .00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALL➢C IBW CHNIM ITRACE 3 .00 -1.00 .00 _00 .00 .00 .00 .00 .00 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANE E-- V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK EI..S'V TIME VLJB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 3 0 CCHV- .100 CEHVQ .300 -SECNO 2.000 2.000 11.30 867.10 .00 867.10 867.11 .01 .00 .00 862.00 400.0 16.0 365.2 18.8 117.4 489.2 103.3 .0 .0 864.00 .00 .14 .75 .18 .070 .045 .070 .000 855.80 1199.75 .000031 0. 0. 0. 0 0 0 .00 274.05 1473.80 -SECNO 3.000 3.000 5.11 867.11 .00 .00 867.12 .00 .01 .00 864.00 400.0 37.0 205.0 158.0 148.1 328.4 520.1 3.6 1.1 864.00 .12 .25 .62 .30 .070 .045 .070 .000 862.00 1305.29 .000054 120. 235. 140. 0 0 0 .00 363.00 1666.29 PAGE 20 PAGE 21 PAGE 22 CCHV- _100 CEHV- .300 •SECNO 4.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .71 872.71 87Z.71 .00 872.06 .14 .01 .04 674.20 400.0 .0 400.0 .0 .0 131.8 .0 4.1 1.5 874.60 .13 .00 3.03 .00 .000 .045 .000 .000 872.00 4785.89 .045B22 45. 38. 42. 20 17 0 .00 468.81 5254.70 •SECNO 5.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 56.05 5.000 4.60 872.90 .00 .00 872.90 .00 .03 .01 868.30 400.0 26.4 338.2 35.4 105.7 969.9 130.4 11.9 6.1 868.30 .55 .25 .35 .27 .040 .045 .040 .000 868.30 1126.37 .000015 425. 500. 650. 4 0 0 .00 332.60 1456.97 'SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .11 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS V3ELK EG ITV HL OLOSS L-BANK ELEV Q QLOB QCH QROB A103 ACE AROB VOL TWA P.-BANK ELEV TIME VLOB VCH VROB )ML XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR -TRIAL IDC ICONT CORAR TOPWID ENDST 6.000 2.89 872.89 .00 .00 672.93 .04 .02 .01 870.00 400.0 255.8 136.2 8.0 -38.7 103.4 11.1 20.0 9.0 872.00 .63 1.64 1.32 .72 .040 .045 .040 .000 870.00 1160.75 .001117 500. 480. 455. 4 0 0 .00 188.20 1368.94 'SECNO 7.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 1270.0 1526.0 TYPE- 1 TARGET--1270.000 7.000 1.52 875.52 875.52 .00 875.95 .43 1.89 .12 076.00 392.0 .0 392.0 .0 .0 74.7 .0 22.2 10.9 876.00 .66 .00 5.25 .00 .000 .045 .000 .000 674.00 1298.31 .032154 570. 620. 590. 20 11 0 .00 69.43 1387.74 -SECNO 6.000 3302 WARNING: CONVEYAN."c CHANGE OUTSIDE OF A_TzPTABLE RANGE, KRATIO = 2.48 8.000 2.40 880.60 .00 .00 880.75 .15 4.78 .03 880.00 392.0 4.4 377.1 10.5 3.7 120.3 8.7 23.3 12.0 880.00 .70 1.21 3.13 1.21 _040 .045 .040 .000 878.20 1322.91 .005232 450. 450. 430. 8 0 0 .00 120.79 1443.70 'SECNO 9.000 9.000 3.29 882.49 .00 .00 882.61 .12 1.86 .00 880.00 384.0 102.7 112.9 168.3 42.7 31.7 68.2 24.8 13.3 880.00 .75 2.41 3.56 2.47 .040 .045 .040 .000 879.20 1220.48 .002884 460. 500. 470. 5 0 0 .00 116.72 1337.20 -SECNO 9.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 9.100 4.76 883.76 .00 .00 863.92 .16 1.30 .01 681.00 384.0 117.6 42.9 223.5 38.5 8.8 76.6 25.7 14.0 879.00 .77 3.05 4.85 2.92 .060 .060 .060 .000 879.00 1133.45 .009437 267. 270. 275. 2 0 0 .00 111.99 1245.44 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSKY. EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB A173 ACH AROB VOL TWA R-SANK ELEV TIME VLOB VCH VROB XKL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR TRIAL IDC ICONT CORAR TOPWID EN➢ST 'SECNO 9.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.00 PAGE 23 PAGE 24 9.200 5.40 884.98 .00 .00 885.05 .09 1.12 .01 880.90 384.0 125.3 80.1 178.6 63.8 26.2 90.5 26.6 14.6 681.00 .81 1.96 3.05 1.97 .060 .060 .060 .000 879.58 1062.56 .002348 287. 285. 252. 2 0 0 .00. 129.26 1191.82 'SENO 9.300 9.300 5.41 885.17 .00 _00 8B5.25 .08 .19 .00 880.00 394.0 165.8 63.6 154.7 86.6 18.9 75.9 26.9 15.0 880.00 .82 1.91 3.37 2.04 .060 .060 .060 .000 879.76 1053.67 .002105 87. 88. 84. 2 0 0 .00 114.32 1167.99 'SECNO 9.400 9.400 5.44 885.20 .00 .00 885.29 .09 .04 .00 880.00 384.0 153.4 67.4 163.2 81.3 19.0 73.8 27.0 15.1 860.00 .82 1.89 3.55 2.21 .060 .060 .060 .000 879.76 1049.56 .002313 38. 18. 18. 0 0 0 .00 108.85 1158.41 'SECNO 9.500 9.500 4.42 885.20 .00 .00 885.30 .10 .01 .00 881.78 384.0 162.3 73.6 248.1 75.0 21.1 60.7 27.0 15.1 881.76 .82 2.16 3.48 2.44 .060 .060 .060 .000 880.78 1048.54 .003543 4. 4. 4. 0 0 0 .00 107.80 1156.35 'SENO 9.600 ( 9.600 4.42 885.23 .00 .00 885.37 .14 .05 .01 881.81 384.0 184.5 87.5 112.0 73.3 21.1 44.7 27.1 15.1 881.81 .82 2.52 4.14 2.51 .060 .060 .060 .000 880.61 1026.34 .005011 13. 13. 13. 0 0 0 .00 102.91 1129.25 'SENO 10.000 10.000 4.97 886.36 .00 .00 886.46 .10 1.09 .00 882.39 364.0 234.3 63.4 86.4 101.3 19.4 37.5 28.0 15.7 882.39 .65 2.31 3.27 2.30 .060 .060 .060 .000 881.39 1017.24 .003043 277. 292. 289. 2 0 0 .00 93.37 1110.61 1 26JUN00 13:22:06 SENO DEPTH CWSEL CP.IWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB AN AROB VOL TWA R-BANK ELEV TIME VLOB VN VROB XNL XNN XNR WIN ELMIN SSTA SLOPE XLOBL XLN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SENO 11.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, L'RATIO . 1.62 11.100 4.99 886.63 .00 .00 886.68 .05 .22 .01 882.64 384.0 177.0 43.3 163.8 102.4 20.4 102.0 28.6 16.0 682.64 .87 1.73 2.12 1.61 .060 .060 .060 .000 881.64 1031.60 .001161 120. 125. 127. 2 0 0 .00 92.74 1124.34 'SECNo 11.150 11.150 4.93 886.71 .00 .00 886.76 .04 .07 .00 882.78 384.0 114.6 41.7 227.7 68.9 21.5 138.5 28.9 16.1 882.78 .88 1.66 1.94 1.64 .060 .060 .060 .000 881.78 1001.20 .000970 70. 70. 70. 2 0 0 .00 78.14 1079.34 CCHV= .300 CEHV- .500 'SECHO 11.200 3495 OVERBANK AREA ASSUKED NON -EFFECTIVE, ELLEA= 892.34 ELREA- 892.34 11.200 4.80 886.74 .00 -.00 886.83 .09 .05 .02 892.11 384.0 .0 384.0 .0 .0 163.9 .0 29.1 16.2 882.97 .89 .00 2.34 .00 .000 .060 .000 .000 881.94 1464.00 .001726 40. 40. 40. 1 0 0 .00 42.00 1506.00 SPECIAL CULVERT Sc NNO NNV ENTLC COFQ ADLEN RISfi SPAN NLVLN CURT 1 .013 .20 3.00 .00 .50 .50 129.00 12 CHART 12 - BOX CULVERT; NON -OFFSET FLARED WINGWALLS; 3/4-INN CHAMFER AT TOP OF INLET SCALE 3 - WINGWALLS FLARED 18.4 DEGREES (3:1); INLET SKEWED 30 DEGREES 5130, EGIC-91952.84..MAY BE TOO LARGE IF INLET CONTROLS. 5135, EGOC="""" ..MAY BE TOO LARGE IF OUTLET CONTROLS. 'SEND 11.300 SPECIAL CULVERT OUTLET CONTROL ♦ WEIR FLOW EG - 893.22 PAGE 25 SCL ELM ELND 3 663.67 882.83 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEFIABLE RANGE, KRATIO = 6.61 3 26JUN00 13:22:06 ' SECNO Q DEPTH QLOB CWSEL QCH CRIWS QROB WSELX ALOB EG HV HL OLOSS L-BANK ELEV ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIA- IOC ICONT CORAR TOPWID ENOST SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 91952.84 417533.80 6.39 385. 2. .615 .3 892.34 383. ' 11.300 384.0 10.45 893.21 .00 .0: 893.22 .00 6.39 .00 883.90 130.7 249.0 4.3 384.2 404.9 41.2 30.6 16.7 892.28 - .96 .34 .61 .10 .06U .060 .060 .000 882.76 1032.95 .000040 129. 129. 129. 0 0 .00 297.07 1330.02 •SECNO 11.400 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEP-ABLE RANGE, KRATIO 1.54 11.400 30.34 893.21 .00 .0P 893.22 .00 .00 .00 883.87 ' 384.0 226.6 37.2 120.2 477.F 50.7 247.1 31.3 16.9 883.87 .98 .47 .73 .49 .04C .035 .040 .000 882.87 1025.39 .000017 40. 41. 40. 2 0 0 .00 256.61 1282.20 CCHV= .100 CEHV= .300 ' 'SECNO 11.500 11.500 10.21 893.21 .00 .00 893.22 .00 .00 .00 884.00 360.0 176.7 34.1 149.2 .23.3 50.1 356.9 32.1 17.2 884.00 1.01 .42 .68 .42 .04D .035 .040 .000 883.00 1020.05 ' .000015 'SECNO 11.550 40. 41. 40. C 0 0 .00 272.74 1292.79 3280 CROSS SECTION 11.55 EXTENDED .22 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 11.550 9.49 893.21 .00 .00 893.22 .01 .00 .00 885.00 360.0 162.1 93.0 104.9 270.6 74.6 180.7 33.1 17.5 885.00 1.03 -60 1.25 .58 .04D .035 .040 .000 883.72 955.77 -000050 62. 72. 62. 0 0 0 .00 212.22 1167.99 1 26JUN00 13:22:06 SECNO Q DEPTH QLOB CWSEL QCH CP.IWS 'QROB WSELK ALOB EG ACH HV HL OLOSS L-BANK ELEV TIME VLOB VCH VROB MI. XNCH AROB XNR VOL WIN TWA ELMIN R-BANK ELEV SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN➢ST ' 'SECNO 11.600 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .45 11,600 360.0 1.05 8.73 64.9 113.19 179.1 2.53 .00 116.1 .00 69.0 893.25 70.B .06 125.7 .01 34.2 .01 18.1 886.00 886.00 .94 -92 .040 .035 .040 .000 884.46 990.34 .000248 118. 153. 122. 2 0 0 .00 169.39 1159.73 • SECNO 12.000 ' 12 12-000 8.13 893.26 -00 .00 893-32 .06 .07 .00 887.00 360.0 256.7 72.7 30.6 139.5 30.8 31.2 35.4 18.7 887.00 1.09 1.84 2.36 .98 .040 .035 .040 .000 885.13 1018.36 .000345 225. 258. 220. 2 0 0 .00 85.01 1103.37 ' •SECKO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSI➢E OF ACCEPTABLE RANGE, KRATIO .40 13.000 5.55 893.52 .00 .00 693.87 .35 .47 891.00 360.0 10.9 339.3 9.8 5.4 69.6 4.7 37.5 .D9 19.5 891.00 ' 1.12 2-04 4.88 2.09 .040 .035 .040 .000 887.97 1049.95 .002153 596. 724. 569. 2 0 0 .00 24.57 1074.52 'SECNO 14.000 ' 14.000 5.08 895.08 .00 .00 895.33 .25 1.45 .01 892.00 PAGE 26 PAGE 27 i 360.0 206.6 136.1 17.4 56.2 29.3 6.0 38.5 19.8 892.00 1.16 3.67 4.64 2.88 .045 .045 .045 .000 890.00 1045.23 .003881 425. 556. 421. 3 0 0 .00 36.92 1082.15 •SECNO 15.000 i 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO i 15.000 349.0 4.53 898.10 52.2 242.9 .00 53.5 .00 9.3 899.10 27.4 .99 9.9 .53 3.55 39.3 .22 20.2 895.00 895.00 1.1B 5.59 8.88 5.43 .045 .045 .045 .000 893.57 1011.79 .013125 534. 565. 524. 4 0 0 .00 19.41 1031.21 1 1 26JDNDD 13:22:06 i SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB OCH QROB ALOB ACH TIME VLOB VCH VROB KNL XNCH SLOPE XDDBL XLCH XLOB= ITRIAL IDC i 1 1 1 1 1 i i i 1 1 'SECHQ 2000.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2000.000 4.30 902.55 902.55 .00 903.22 349.0 95.2 177.4 76.4 16.4 24.0 1.19 5.81 7.39 5.23 .035 .045 .011295 210. 228. 218. 12 12 HV HL OLOSS L-BANK. ELEV AROB VOL TWA R-BANK, ELEV XNR WIN ELMIN SSTA ICONT CORAR TOPWID ENDST .67 2.72 .03 900.00 14.6 39.6 20.3 900.00 .035 .000 898.25 1049.16 0 .00 43.44 1092.60 1 26JUN00 13:22:06 T1 LOWER MCCLELLANDS MASTER PLAN UPDATE T2 FOSSIL CREEK RESERVOIR INLET DITCH TO COUNTY ROAD 9 T3 50-YR PROPOSED CONDITIONS; NORTHERN ENGINEERING; 4\00 T4 FN: PROPEF.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 5 0. 0. .00000 .00 .0 .0 867.10 .00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 4 .00 -1.00 .00 .00 .00 .00 .00 .00 .00 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIN.S WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH OROS ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 4 0 CCHV- -100 CEHV- .300 'SECNO 2.000 2.000 11.30 867.10 .00 867.10 667.15 .05 .00 .00 862.00 1007.0 40.2 919.5 17.3 117.4 489.2 103.3 .0 .0 864.00 .00 .34 1.88 .46 .070 .045 .070 .000 855.80 1199.75 .000197 0. 0. 0. 0 0 0 .00 274.05 1473.80 'SECNO 3.000 3. 000 5.18 867.18 .00 .00 867.20 .02 .05 .00 864.00 1007.0 95.3 511.4 400.4 154.2 334.5 535.6 3.6 1.1 864.00 .05 .62 1.53 .75 .070 .045 .070 .000 862.00 1304.41 .000319 120. 235. 140. 2 0 0 .00 364.45 166B.86 CCHV- -100 CEHv- .300 *SECNO 4.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .95 872.95 872.95 .00 873.21 .26 .04 .07 874.20 1007.0 .0 1007.0 .0 .0 246.4 .0 4.2 1.5 874.60 .05 .00 4.09 .00 .000 .045 .000 .000 872.00 4768.78 .038085 45. 38. 42. 20 25 0 .00 495.78 5264.56 PAGE 28 PAGE 29 PAGE 30 i 'SECHo 5.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 24.50 5.000 5.05 873.35 .00 .00 873.35 .01 .12 .03 868.30 1007.0 76.1 833.5 97.4 139.7 1065.5 156.3 13.6 6.4 868.30 .24 .54 .78 .62 .040 .045 .040 .000 668.30 1109.39 .000065 425. 500. 650. 4 0 0 .00 354.10 1463.50 'SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .15 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XHL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 6.000 3.34 873.34 .00 .00 873.49 .15 .10 .04 870.00 1007.0 605.2 362.7 39.2 178.7 139.3 25.4 23.0 9.5 872.00 .28 3.39 2.60 1.54 .040 .045 .040 .000 870.00 1173.46 .002928 500. 480. 455. 4 0 0 .00 206.23 1381.69 'SECNO 7.000 r 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .43 3470 ENCROACHMENT STATIONS- 1270.0 1526.0 TYPE- 1 TARGET=-1270.000 7.000 2.48 876.48 876.22 .00 876.94 .45 3.35 .09 876.00 977.0 3.2 972.6 1.2 1.6 179.7 .7 26.6 11.8 876.00 .32 1.76 5.41 1.74 .040 .045 .040 .000 874.00 1285.57 014824 570. 620. 590. 18 19 0 .00 125.34 1410.91 'SECNO 8.000 8.000 3.08 881.26 .00 .00 881.60 .33 4.65 .01 880.00 977.0 39.3 844.4 93.3 16.3 174.2 38.7 28.8 13.3 880.00 .34 2.41 4.85 2.41 .040 .045 .040 .000 878.20 1309.46 .007654 450. 450. 430. 4 0 0 .00 166.19 1475.65 'SECNO 9.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.64 9.000 4.33 883.53 .00 .00 883.69 .16 2.07 .02 880.00 948.0 302.6 182.7 462.7 108.2 43.2 155.3 31.7 15.3 880.00 .39 2.80 4.23 2.98 .040 .045 .040 .000 879.20 1182.28 .002686 460. 500. 470. 5 0 0 .00 196.79 1379.07 'SECNO 9.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 9.100 5.72 884.72 .00 .00 884.93 .22 1.23 .02 851.00 948.0 312.2 61.8 574.0 94.1 11.1 155.5 33.5 16.5 B79.00 .41 3.32 5.57 3.69 .060 .060 .060 .000 879.00 1101.51 .009201 267. 270. 275. 2 0 0 .00 173.60 1275.11 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 9.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.75 9.20D 6.55 886.13 .00 .00 886.25 .11 1.30 .01 880.90 948.0 365.7 127.5 454.8 149.8 32.2 184.7 35.4 17.6 861.00 .43 2.44 3.96 2.46 .060 .060 .060 .000 879.58 1037.33 .002999 287. 285. 252. 2 0 0 .00 189.45 1226.79 'SECNO 9.300 9.300 6.61 886.37 .00 .00 886.50 .13 .25 .01 880.00 948.0 447.4 103.4 397.2 167.8 23.1 148.2 36.1 17.9 880.00 .44 2.67 4.48 2.68 .060 .060 .060 .000 879.76 1043.89 PAGE 31 PAGE 32 .002047 87. 88. 94. 2 0 0 .00 146.74 1190.63 'SECNO 9.400 r 9.400 6.65 886.41 _00 .00 886.56 .15 .05 .00 880.00 948.0 �436.5 108.8 402.7 161.9 23.3 140.0 36.2 18.0 880.00 .44 2.70 4.68 2.88 .060 .060 .060 .000 879.76 1041.04 .003068 18. 18. 16. 0 0 0 .00 137.32 1178.36 'SECNO 9.500 9.500 5.64 886.42 .00 .00 886.58 .16 .01 .00 B81.78 948.0 456.2 117.6 374.3 155.3 27.2 123.9 36.3 18.0 681.78 .44 2.94 1.32 3.02 .060 .060 .060 .000 680.78 1040.02 .003892 4. 4. 4. 0 0 0 .00 136.09 1176.11 'SECNO 9.600 9.600 5.64 886.45 .00 .00 886.64 .18 .05 .01 881.81 94B.0 499.4 131.6 317.0 153.6 27.3 103.8 36.3 18.0 881.81 .45 3.25 4.82 3.05 .060 .060 .060 .000 680.81 1017.75 .004848 13. 13. 13. 0 0 0 .00 131.85 1149.60 'SECNO 10.000 10.000 6.27 887.66 .00 .00 887.62 .16 1.18 .00 $82.39 948.0 591.5 103.0 251.5 181.6 24.6 94.9 38.2 18.8 882.39 .47 3.26 4.19 2.67 .060 .060 .060 .000 881.39 1012.36 .003642 277. 292. 209. 2 0 0 .00 122.92 1135.28 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L ANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BA;:K ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 11.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.41 11.100 _ 6.39 888.03 .00 .00 888.14 .11 .31 .01 882.64 948.0 414.7 83.0 450.3 152.6 26.3 162.5 39.2 19.2 882.64 .48 2.72 3.15 2.47 .060 .060 .060 .000 881.64 1028.69 .001819 120. 125. 127. 2 0 0 .00 104.23 1133.12 'SECNO 11.150 11.15D 6.37 888.15 .00 .00 688.26 .12 .13 .00 682.78 948.0 252.9 87.9 607.2 94.7 28.0 223.6 39.8 19.3 8E2.78 .49 2.67 3.14 2.72 .060 .060 .060 .000 681.78 3001.20 .001777 70. 70. 7D. 2 0 0 .00 84.89 1066.09 CCHV= .300 CEHV= .500 'SECNO 11.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA- 892.34 ELREA- 892.34 11.200 6.23 888.17 .00 .00 888.45 .28 .10 .06 892.11 948.0 .0 948.0 .0 .0 223.5 .0 40.0 19.4 662.97 .49 .00 4.24 .00 .000 .060 .000 .000 681.94 1464.00 .003891 40. 40. 40. 2 0 0 .00 42.00 1506.00 SPECIAL CULVERT SC CUNO CVNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT 1 .013 .20 3.00 .00 .50 .50 129.00 12 CHART 12 - BOX CULVERT; NON -OFFSET FLARED WINGWALLS; 3/4-INCH CHAMFER AT TOP OF INLET SCALE 3 - WINGWALLS FLARED 18.4 DEGREES (3:1); INLET SKEWED 30 DEGREES 5130, EGIC."'"'"..MAY BE TOO LARGE IF INLET CONTROLS. 5135, EGOC-""" ' ..MAY BE TOO LARGE IF OUTLET CONTROLS. 'SECNO 11.300 SPECIAL CULVERT OUTLET CONTROL ♦ WEIR FLOW EG - 893.61 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.54 1 26JUN00 13:22:06 PAGE 33 SCL ELCHU ELCND 3 693.67 882.63 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB OCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL CULVERT EGIC EGOC H4 QWEIR 'QCULV VCH ACULV BLIND WEIRLN 555923.602540238.00 5.16 955. 1. 1.379 .3 892.34 511. 11.300 10.83 893.59 .00 .00 893.61 .02 5.16 .00 883.90 948.0 344.9 579.8 23.3 450.8 420.6 77.9 41.7 19.9 892.28 .52 .77 1.38 .30 .060 .060 .060 .000 882.76 1017.29 .000189 129. 129. 129. 2 0 0 .00 340.47 1357.75 'SECNO 11.400 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.53 11.400 10.73 893.60 .00 .00 893.62 .02 .00 .00 BE3.87 948.0 562.0 86.8 299.2 536.1 52.6 293.3 42.6 20.2 663.67 .54 1.05 1.65 1.02 .040 .035 .040 .000 882.87 1013.01 .000080 40. 41. 40. 2 0 0 .00 297.51 1310.53 CCHV- .100 CEHV= .300 -SECNO 11.500 11.500 10.60 893.60 .00 .00 893.62 .01 .00 .00 884.00 863.0 425.9 76.5 360.6 478.2 52.0 411.6 43.4 20.5 684.00 .55 .69 1.47 .88 .040 .035 .040 .000 883.00 1010.15 .000065 40. 41. 40. 0 0 0 .00 302.23 1312.38 'SECNO 11.550 3280 CROSS SECTION 11.55 EXTENDED .60 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 11.550 9.87 893.59 .00 .00 893.63 .04 _ .01 .01 885.00 863.0 400.3 202.9 259.8 318.3 77.8 211.5 44.6 20.9 665.00 .56 1.26 2.61 1.23 .040 .035 .040 .000 883.72 955.77 .000207 62. 72. 62. 1 0 0 .00 212.22 1167.99 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VIAB VCH VROB XNL XHCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWI➢ EHDST -SECNO 11.600 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .46 11.600 9.06 893.52 .00 .00 893.74 .22 .05 .05 666.00 B63.0 171.7 383.7 307.6 91.9 73.7 160.7 45.9 21.5 856.00 .57 1.87 5.20 1.91 .010 .035 .040 .000 884.46 973.71 .000993 118. 153. 122. 2 0 0 .00 200.17 1173.88 •SSCNO 12.000 12.000 8.66 893.79 .00 .00 694.00 .21 .26 .00 887.00 863.0 608.2 157.6 97.2 166.9 33.0 53.1 47.4 22.3 887.00 .59 3.60 4.77 1.83 .040 .035 .040 .000 885.13 1005.26 .001278 225. 258. 220. 2 0 0 .00 118.13 1123.41 -SECNO 13.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .50 13.000 6.70 694.67 .00 .00 895.76 1.09 1.50 .26 891.00 863.0 46-3 774.2 40.5 11.7 BB.5 10.1 50.1 23.3 891.00 .61 4.14 8.75 4.01 .040 .035 .040 .000 887.97 1048.33 .005024 596. 724. 569. 2 0 0 .00 29.36 1077.68 -SECNO 14.000 - 3301 HV CHANGED MORE THAN HVINS 14.000 7.32 897.32 .00 .00 897.66 .34 1.82 .08 892.00 PAGE 35 863.0 555.4 243.2 64.4 123.5 46.1 .64 4.50 5.27 3.19 .045 .045 .002735 425. 556. 421. 3 0 `SECNO 15.000 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL KNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 20.2 51.7 23.7 892.00 .045 .000 890.00 1037.02 0 .00 51.42 1088.44 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WIN ELMIN SSTA ICONT CORAR TOPWID ENDST 15.000 6.35 899.92 899.92 .00 901,42 1.50 2.77 .35 895.00 830.0 179.6 458.8 191.6 25.3 40.1 25.4 53.5 24.2 895.00 .66 7.10 11.45 7.55 .045 .045 .045 .000 893.57 1003.12 .013145 534. 565. 524. 3 8 0 .00 31.71 1034.93 'SECNO 2000.000 3301 HV CHANGED YORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2000.000 5.45 903.70 903.70 .00 904.26 .56 2.32 .09 900.00 830.0 267.7 248.8 293.5 53.0 32.0 62.2 54.1 24.7 900.00 .67 5.43 7.77 4.72 .035 .045 .035 .000 898.25 1012.76 .008511 218. 228. 218. 3 9 0 .00 138.33 1151.08 1 26JUN00 13:22:06 T1 LOWER MCCLELLANDS MASTER PLAN UPDATE T2 FOSSIL CREEK RESERVOIR INLET DITCH TO COUNTY ROAD 9 T3 100-YR PROPOSED CONDITIONS: NORTHERN ENGINEERING: 4/00 T4 PH: PROPEF.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 6 0. 0. .00000 ..00 .0 .0 867.10 .00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM --!TRACE 5 .00 -1.00 .00 .00 .00 .00 .00 .00 .00 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-RANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOSL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF 5 0 CCHV_ .100 CEHV_ .300 'SECNO 2.000 2.000 11.30 867.10 .00 867.10 867.22 .12 .00 .00 862.00 1584.0 63.2 1446.4 74.4 117.4 489.2 103.3 .0 .0 864.00 .00 .54 2.96 .72 .070 .045 .070 .000 855.80 1199.75 . 000487 0. 0. 0. 0 0 0 .00 274.05 1473.80 'SECNO 3.000 3.000 5.30 867.30 .00 .00 867.35 .05 .12 .01 664.00 1584.0 154.7 793.3 636.0 163.6 344.0 559.9 3.7 1.1 864.00 .03 .94 2.31 1.14 .070 .045 .070 .000 862.00 1303.05 .000699 120. 235. 140. 2 0 0 .00 366.71 1669.75 CCHV= .100 cm- .300 'SECNO 4.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 1.13 873.13 873.13 .00' 873.47 .34 .08 .09 874.20 1584.0 .0 1584.0 .0 .0 336.D .0 4.4 1.5 874.60 .04 .00 4.69 .00 .000 .045 .000 .000 872.00 4761.20 .034953 45. 38. 42. 20 21 0 .00 510.93 5272.13 PAGE 36 PAGE 37 PAGE 38 1 1 1 1 'SECNO 5.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 16.BB 5.000 5.41 873.71 .00 .00 873.73 .02 .22 .03 868.30 1584.0 132.9 1288.5 162.5 :72.9 1142.5 178.7 15.0 6.6 860.30 .27 .77 1.13 .91 .040 .045 .040 .000 868.30 1095.70 .000123 425. 500. 650. 4 0 0 .00 371.45 1467.15 'SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF A`PTABLE RANGE, KRATIO .18 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH OROS ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XN_ XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XI/)BR ITRIAL IDC ICONT CORAP. TOPWID ENDST 6.000 3.73 873.73 .00 .00 873.96 .23 .17 .06 870.00 1584.0 915.4 580.5 88.0 214.9 169.6 41.8 25.6 9.9 872.00 .20 4.26 3.42 2.10 .040 .045 .040 .000 870.00 1167.34 .003901 500. 480. 455. 4 0 0 .00 225.05 1392.40 'SECNO 7,000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AwPTABLE RANGE, KRATIO .59 3470 ENCROACHMENT STATIONS= 1270.0 15ZE.0 TYPE- I TARGET--1270.000 7.000 3.16 877.16 876.70 .00 877.67 .52 3.63 .08 876.00 1535.0 27.3 1497.0 10.6 0.3 257.2 4.0 30.5 12.4 876.00 .23 2.66 5.82 2.64 .040 .045 .040 .000 874.00 1275.24 .010632 570. 620. 590. 13 19 0 .00 139.71 1414.95 'SECNO 8.000 8.000 3.48 881.68 .00 .00 862.16 .48 4.48 .00 880.00 1535.0 89.0 1234.5 211.5 -7.9 205.6 66.2 33.4 14.1 860.00 .25 3.19 6.01 3.19 .040 .045 .040 .000 878.20 1301.61 .009411 _450. 450. 430. 3 0 0 .00 192.70 1494.31 'SECNO 9.000 3302 WARNING: CONVEYANCE CHANGE OUTSI➢E OF ACC --?TABLE RANGE, KRATIO = 1.66 9.000 4.97 884.17 .00 .00 604.35 .18 2.16 .03 880.00 1489.0 511.6 229.8 747.6 167.9 50.2 230.0 37.5 16.5 880.00 .29 3.05 4.57 3.25 .040 .045 .040 .000 879.20 1162.06 .002566 460. 500. 470. 4 0 0 .00 240.56 1402.62 'SECNO 9.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AMEPTABLE RANGE, KRATIO = .53 9.100 6.30 685.30 .00 .00 BB5.56 .26 1.19 .02 BB1.00 1489.0 523.1 74.2 891.7 142.4 12.4 216.2 40.0 17.9 879.00 .31 3.67 5.97 4.12 .060 .060 .060 .000 879.00 1081.32 .009043 267. 270. 275. 2 0 0 .00 211.19 1292.52 1 26JUNOD 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL GLOSS L-BANK ELEV Q QLOB QCH QROB ALC3 ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 9.200 3302 WARNING: CONVEYANCE CHANGE OUTSI➢E OF ACCEPTABLE RANGE, KRATIO 1.64 9.200 7.24 B86.82 .00 .00 886.96 .11 1.39 .01 880.90 1489.0 606.2 160.6 722.2 213.3 35.7 259.3 42.7 19.2 881.00 .34 2.84 4.49 2.78 .060 .060 .060 .000 879.58 1023.64 .003365 287. 285. 252. 2 0 0 .00 223.78 1247.42 'SECNO 9.300 9.300 7.32 887.08 .00 .00 687.26 .18 .29 .01 $80.00 1489.0 715.4 133.0 640.7 22'.6 25.6 202.0 43.7 19.6 880.00 PAGE 39 PAGE 40 1 1 1 t 1 1 .34 3.23 5.20 3.17 .060 .060 .060 .000 879.76 1037.88 .003350 87. Be. 84. 2 0 0 .00 162.48 1200.35 -SECNO 9.400 9.400 7.37 887.13 .00 .00 887.33 .20 .06 .01 880.00 1489.0 700.0 140.5 640.5 213.7 25.7 187.8 43.9 19.7 880.00 .34 3.31 5.46 3.41 .060 .060 .060 .000 879.76 1036.07 .003646 18. 18. 18. 1 0 0 .00 150.25 1186.32 'SECNO 9.500 9.500 6.35 887.13 .00 .01, 887.35 .21 .02 .00 881.78 1489.0 734.3 152.8 601.9 207.3 30.8 170.5 43.9 19.7 881.78 .35 3.54 4.96 3.53 .06D .060 .060 .000 680.78 1035.02 " _004357 4. 4. 4. 0 0 0 .00 149.39 1184.40 'SECNO 9.600 9. 600 6.36 881.17 .00 .00 887.42 .25 .06 .01 881.81 1489.0 792.3 167.8 529.0 205.2 30.8 147.4 44.0 19.7 881.81 .35 3.86 5.44 3.59 .060 .060 .060 .000 880.81 1012.75 _005231 13. 13. 13. 2 0 0 .00 144.71 1157.46 .SECNO 10.000 10.000 7.09 888.46 .00 .00 868.70 .22 1.28 .00 882.39 1489.0 907.4 131.8 449.8 235.E 27.9 142.7 46.6 20.6 882.39 .37 3.85 4.73 3.15 .06D .060 .060 .000 881.39 1008.61 .003936 277. 292. 289. 0 0 .00 134.50 1143.11 1 26JUNO0 13:22:06 PAGE 41 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SECNO 11.100 11.100 7.26 888.90 .06 .00 889.06 .17 .36 .00 882.64 1489.0 634.0 116.1 738.9 187.6 30.1 237.6 47.8 21.0 882.64 .38 3.38 3.86 3.11 .060 .060 .060 .000 881.64 1025.42 .002291 120. 125. 127. 2 0 0 -.00 111.62 1137.03 'SECNO 11.150 11.150 7.26 889.04 .00 .00 889.24 .19 .16 .01 882.78 1489.0 373.2 128.4 987.5 110.9 32.1 281.1 48.5 21.1 882.76 .38 3.37 4.00 3.51 .060 .060 .060 .000 881.78 2001.20 .002409 70. 70. 70. 2 0 0 .00 86.49 1069.69 CCHV= .300 CEHV- .500 'SECNO 11.200 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .64 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA- 892.34 ELREA- 892.34 11.200 7.09 889.03 .00 .00 689.54 .51 .14 .16 892.11 1489.0 .0 1489.0 .0 .0 259.7 .0 48.8 21.2 862.97 .39 .00 5.73 .00 .000 .06D .000 .000 881.94 1464.00 .005959 40. 40. 40. 2 0 0 .00 42.00 1506.00 SPECIAL CULVERT SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT SCL ELCHU ELCHD 1 .013 .20 3.00 .00 .50 .50 129.00 12 3 883.67 882.83 CHART 12 - BOX CULVERT: NON -OFFSET FLARED WINGWALLS: 3/4-INCH CHAMFER AT TOP OF INLET SCALE 3 - WINGWALLS FLARED 18.4 DEGREES (3:1), INL.T SKEWED 30 DEGREES 5130, EGIC.......... MAY BE TOO LARGE IF INLET CONTROLS. 5135, EGOC•••••••• ..MAY BE TOO LARGE IF OUTLET CONTROLS. 'SECNO 11.300 SPECIAL CULVERT OUTLET CONTROL • WEIR FLOW EG 593.88 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.87 1 26JUN00 13:22:06 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QC'H QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL CULVERT EGIC EGOC H4 QWEIR QC1LV VCH ANLV ELTRD WEIRLN 1370178.006265517.00 4.34 1489. 1. 2.031 .3 692.34 597. 11.300 11.07 893.83 .00 .00 893.88 .05 4.34 .00 863.90 1489.0 562.0 874.8 52.3 497.1 430.7 107.2 50.7 21.8 892.28 .41 1.13 2.03 .49 .060 .060 .060 .000 882.76 1007.12 .000397 129. 129. 129. 2 0 0 .00 368.60 1375.72 'SECNO 11.400 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.53 11.400 10.98 893.85 .00 .00 893.69 .04 .01 .00 $83.87 1489.0 883.5 131.2 474.3 576.8 53.9 329.5 51.7 22.1 683.67 .41 1.53 2.44 1.44 .040 .035 .040 .000 882.87 1004.92 .000170 40. 41. 40. 2 0 0 .00 324.15 1329.07 CCHV= .100 CEHV= .30D 'SECNO 11.500 11.500 10.67 893.87 .00 .00 893.89 .03 .01 .00 884.00 1355.0 670.1 114.9 570.0 516.7 53.3 452.1 52.6 22.4 684.00 .42 1.30 2.16 1.26 .040 .035 .040 .000 883.00 1003.60 .000135 40. 41. 40. 0 0 0 .00 321.75 1325.35 'SECNO 11.550 32BO CROSS SECTION 11.55 EXTENDED .84 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .57 11.550 10.12 893.84 .00 .00 893.93 .09 .01 .02 885.00 1355.0 638.6 301.5 414.9 347.6 79.8 230.4 53.8 22.8 885.00 .43 1.64 3.78 1.80 .040 .035 .040 .000 883.72 955.77 .000421 62. 72. 62. 2 0 0 .00 212.22 1167.99 1 26JUND0 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK. EG HV HL OLOSS L-SANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB INL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR _TRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 11.600 3302 WARMING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .46 11.600 9.24 893.70 .00 .00 894.13 .43 .10 .10 B86.00 1355.0 284.3 564.6 506.1 107.1 75.4 182.4 55.3 23.4 866.00 .44 2.65 7.49 2.78 .040 .035 .040 .000 884.46 564.39 .001996 118. 153. 122. 2 0 0 .00 217.43 1181.82 'SECHO 12.000 12.000 9.14 894.27 .00 .00 894.61 .34 .47 .01 867.00 1355.0 934.5 221.8 198.7 201.9 35.1 62.8 57.0 24.3 867.00 .45 4.63 6.32 2.40 .040 .035 .040 .000 885.13 993.29 .002066 225. 258. 220. 2 0 0 .00 151.86 1145.15 'SECNO 13.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 13.000 8.21 896.18 896.18 .00 897.15 .97 1.78 .19 69i.00 1355.0 132.7 1017.3 205.0 38.2 113.5 83.3 61.0 26.4 89i.00 .48 3.47 8.97 2.46 .040 .035 .040 .000 887.97 1019.60 .003791 596. 724. 569. 2 15 0 .00 157.75 1177.35 'SECNO 14.000 14.000 8.42 898.42 .00 .00 898.89 .47 1.69 .05 892.00 1355.0 884.5 341.9 128.6 i62.3 54.3 37.8 63.6 27.6 892.00 .50 5.45 6.29 3.40 .045 .045 .045 .000 890.00 1031.87 .003135 425. 556. 421. 2 0 0 .00 81.28 1113.15 'SECNO 15.000 PAGE 43 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 15.000 8.04 901.61 901.61 1304.0 394.3 522.1 387.6 .52 4.73 10.06 5.20 .007173 534. 565. 524. .00 902.47 .86 83.3 51.9 74.5 .045 .045 .045 2 12 0 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELF. EG Q QLOB QCH GROB ALOE ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC •SECHO 2000.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2000.000 5.93 904.18 904.19 .00 904.76 1304.0 473.2 294.3 536.5 83.3 35.4 .53 5.68 8.32 5.00 .015 .045 .008530 218. 228. 23E. 0 13 1 26JUN00 13:22:06 71 LOWER MCCLELLANDS MASTER PLAN UPDATE T2 FOSSIL CREEK RESERVOIR INLET DITCH TO COUNTY ROAD 9 T3 500-YR PROPOSED CONDITIONS; NORTHERN ENv'INEEPSNG; 4/00 T4 PH: PROPEF.HC2 HV AROB XNR ICONT .58 107.4 .035 0 2.44 .12 895.00 66.5 29.0 895.00 .000 893.57 941.17 .00 141.23 1082.40 HL OLDSS L-BANK ELEV VOL TWA R-BANK ELEV WIN ELMIN SSTA CORAR TOPWID ENDST 1.72 .03 900.00 67.6 29.8 900.00 .000 898.25 997.43 .00 183.83 1181.25 PAGE 44 PAGE 45 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 7 0. 0. .00000 .00 .0 .0 867.10 .00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 6 .00 -1.00 .00 .00 .00 .00 .00 .00 .00 1 26JUN00 13:22:06 PAGE 46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH K.NR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN➢ST 'PROF 6 0 CCHV- .100 CEHV- .300 -SECNO 2.000 2.000 11.30 867.10 .00 867.10 067.82 .72 .00 .00 662.00 3600.0 151.7 3469.8 178.5 117.4 489.2 103.3 .0 .0 864.00 .00 1.29 7.09 1.73 .070 .045 .070 .000 855.80 1199.75 .002806 0. 0. 0. 0 0 0 .00 274.05 1473.80 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3.000 6.16 866.16 .00 .00 868.33 .17 .46 .06 864.00 3800.0 443.3 1748.3 1608.4 239.0 413.2 739.7 4.3 1.1 864.00 .02 1.86 4.23 2.17 .070 .045 .070 .000 862.00 1293.35 .001843 120. 235. 140. 2 0 0 .00 382.88 1676.23 CCRV. .100 CEHV- .300 -SECNO 4.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 1.67 673.67 873.67 .00 874.25 .58 .18 .13 874.20 3600.0 .0 3800.0 .0 .0 620.4 .0 5.2 1.6 874.60 .02 .00 6.13 .00 .000 .045 .000 .000 872.00 4741.68 .028715 45. 38. 42. 20 14 0 .00 541.65 5283.33 •SECHo 5.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - 9.16 5.000 6.50 874.80 .00 3800.0 435.0 2919.1 446.0 .09 1.44 2.13 1.77 000343 425. 500. 650. .00 874.86 .06 302.0 1371.4 251.E .040 .045 .040 4 0 0 .56 .05 868.30 20.0 7.1 868.30 .000 866.30 1051.03 .00 423.77 1474.80 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .27 6.000 4.94 874.94 .00 .00 875.39 .46 .41 .12 870.00 3800.0 2011.4 1350.4 438.2 340.7 265.6 112.2 34.6 10.8 872.00 .11 5.90 5.08 3.91 .D40 .045 .040 .000 870.00 1157.81 .004729 500. 480. 455. 3 0 0 .00 249.27 1407.08 'SECNO 7.000 3301 HV CHANGED YORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS= 1270.0 1526.0 TYPE- 1 TARGET--1270.000 7.000 4.68 878.68 .00 .00 879.66 .98 4.11 .16 $76.00 3900.0 252.5 3532.5 115.0 44.3 431.6 24.3 43.0 13.7 876.00 .14 5.70 8.16 4.73 .040 .045 .040 .000 874.00 1270.00 .010542 570. 620. 590. 4 0 0 .00 162.49 1432.49 `SECNO 8.000 8.000 4.87 683.07 .00 .00 883.69 .62 3.99 .04 880.00 3900.0 490.8 2298.6 1110.6 108.1 317.5 230.7 46.9 16.1 880.00 .16 4.54 7.24 4.81 .040 .045 .040 .000 878.20 1247.46 . 007663 450. 450. 430. 4 0 0 .00 326.65 1574.11 'SECNO 9.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.51 9.000 6.33 885.53 .00 .00 885.B2 .29 2.09 .03 880.00 3500.0 1321.5 365.3 1613.2 323.4 65.3 430.0 $7.0 19.5 880.00 .19 4.09 5.60 4.22 .040 .045 .040 .00D 679.20 1136.16 .002710 460. 500. 470. 3 0 0 .00 302.03 1440.18 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 9.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 9.100 7.68 886.68 .00 .00 887.05 .36 1.21 .02 881.00 3500.0 1396.0 106.7 1997.4 309.3 15.7 404.9 61.8 21.4 879.00 .20 4.51 6.79 4.93 .060 .060 .060 .000 879.00 1030.07 .008586 267. 270. 275. 0 0 .00 304.62 1334.68 'SECNO 9.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.44 9.200 8.79 888.37 .00 .00 888.60 .24 1.54 .01 880.90 3500.0 1497.2 249.0 1753.8 392.6 43.7 478.6 66.9 23.3 881.00 .22 3.81 5.69 3.66 .060 .060 .060 .000 879.58 984.92 .004132 287. 285. 252. 2 0 0 .00 302.05 12B6.97 'SECNO 9.300 9.300 6.90 8BB.66 .00 .00 889.03 .37 .38 .04 880.00 3500.0 1699.5 222.2 1578.3 358.6 31.1 343.5 68.5 23.8 880.00 .23 4.74 7.15 4.60 .060 .060 .060 .000 879.76 3016.99- .004865 87. 88. 84. 2 0 0 .00 202.74 1219.73 PAGE 47 PAGE 48 'SECNO 9.400 9.400 8.96 888.72 .00 .00 889.13 .41 .09 .01 880.00 3500.0 1711.7 236.4 1551.9 345.4 31.3 314.1 68.8 23.9 880.00 .23 4.96 7.56 4.94 .06D ,060 .060 .000 879.76 1015.64 . 005387 1B. Is. 10. 2 0 0 .00 188.33 1203.97 -SECNO 9.500 9.500 7.95 888.73 .00 .00 889.16 .43 .D2 .00 681.78 3500.0 1755.0 262.6 1482.3 339.6 38.8 294.3 68.8 23.9 881.78 ,23 5.17 6.77 5.04 .060 .060 .060 .000 880.78 1014.97 .005969 4. 4. 4. 0 0 0 .00 186.88 1201.86 'SECNO 9.600 9.600 7.97 888.78 .00 .00 889.25 .47 .08 .01 881.61 3500.0 1B57.0 281.5 1361.5 337.2 36.8 265.4 69.0 24.0 881.81 .23 5.51 7.25 5.13 ,060 .060 .060 .000 880.81 992.85 .006828 13. 13. 13. 2 0 0 .00 182.22 1175.07 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV 'HL OLOSS '-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA P.-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 10.000 10.000 9.06 890.45 .00 .00 890.85 .40 1.59 .01 662.39 3500.0 2021.4 218.6 1260.0 380.0 35.7 284.3 73.4 25.1 682.39 .24 5.32 6.12 4.43 ,060 .060 .060 .000 881.39 508.70 .004715 277. 292. 289. 2 0 0 .00 161.95 1160.65 'SECNO 11.100 11.300 9.33 890.97 .00 .00 891.35 .39 .50 .00 E82.64 3500.0 1430.7 222.3 1847.0 282.4 38.9 383.3 75.4 25.5 882.64 .25 5.07 5.71 4.82 .060 .060 .060 .000 881.64 1017.63 _003546 120. 125. 127. 2 0 0 .00 129.70 1147.33 'SECNO 11.150 11.150 9.38 691.16 .00 .00 891.66 ,50 .27 .03 882.78 3500.0 770.7 265.4 2463.9 149.1 41.8 431.6 76.4 25.1 082.78 .25 5.17 6.35 5.71 .060 .060 .060 .000 881.78 1001.20 .004284 70. 70. - 70. 2 0 0 ,00 99.28 1100.48 CCHV_ .300 CEHV= .500 'SECNO 11.200 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .54 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA- 892.34 ELREA= 892.34 11.200 8.92 890.86 .00 .00 892.54 1.68 .29 .59 892.11 3500.0 .0 3500.0 .0 .0 336.8 .0 76.9 25.7 862.97 .26 .00 10.39 .00 .000 .060 .000 .000 881.94 1464.00 .014522 40. 40. 40. 2 0 0 .00 42.00 1506.00 PAGE 49 1 26JUN00 13:22: 06 PAGE 50 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q OLDS QCH QROS ALOB ACH AROB VOL TWA R-SANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL CULVERT SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT SCL ELCHU ELCHD 1 .013 .20 3.00 .00 .50 .50 129.00 12 3 883.67 882.63 CHART 12 - BOX CULVERT; NON -OFFSET FLARED WINGWALLS; 314-INCH CHAMFER AT TOP OF INLET SCALE 3 - WINGWALLS FLARED 18.4 DEGREES (3:1); INLET SKEWED 30 DEGREES 5130, EGIC=••••••'•..MAY BE TOO LARGE IF INLET CONTROLS. 5135, EGOC=•"•'••• ..MAY BE TOO LARGE IF OUTLET CONTROLS. 'SECNO 11.300 SPECIAL CULVERT OUTLET CONTROL ♦ WEIR FLOE: EG - 894.54 3280 CROSS SECTION 11.30 EXTENDED .37 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3,09 SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 7566485,00•••••*•••• 2.00 3510. 1. 4.115 .3 692.34 812. 11.300 11.61 894.37 .00 .00 894.54 .16 2.00 .00 883.90 3500.0 1414.1 1865.0 220.9 605.5 453.2 182.6 79.2 26.4 892.28 .27 2.34 4.11 1.21 -.060 .060 .060 .000 882.76 1000.00 .001524 129. 129. 129. 2 0 0 .00 388.31 1388.31 •SECNO 11.400 3280 CROSS SECTION 11.40 EXTENDED _43 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 11.400 11.56 894.43 .00 .00 894.59 .15 .04 .01 883.87 3500.0 2069.2 279.8 1151.1 676.8 56.8 425.0 80.3 26.7 883.87 .27 3.06 4.92 2.71 .040 .035 .040 .000 882.87 1000.00 .000646 40. 41. 40. 2 0 0 .00 340.32 1340.32 CCHV= .100 CEHV= .300 •SECNO 11.500 3280 CROSS SECTION 11.50 EXTENDED .48 FEET 1 26JUN00 13:22:06 SECNO DEPTH CWSEL CRIWS WSE'LK EG HV HL OLOSS L-BANK ELE'V Q VLOB QCH QROB AWE ACH AROB VOL TWA R-HANK ELEV TIME VLOB VCH VROB ntl, XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST _ 11.500 11.49 894.49 .00 .00 894.61 .12 .02 .00 884.00 3300.0 1636.2 250.8 1413.0 614.3 56.4 558.5 81.4 27.0 884.00 .27 2.66 4.44 2.53 _040 .035 .040 .000 693.00 1000.00 .000531 40. 41. 40. 1 0 0 .00 332.46 1332.48 •SECNO 11.550 3280 CROSS SECTION 11.55 EXTENDED :_37 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 11.550 10.65 894.37 .00 .00 894.74 .37 .05 .07 885.00 3300.0 1603.1 654.8 1042.1 414.0 84.3 273.3 82.9 27.4 885.00 .28 3.87 7.77 3.81 .040 .035 .040 .000 883.72 955.77 .001654 62. 72. 62. 2 0 0 .00 212.22 1167.99 •SECNO 11.600 3280 CROSS SECTION 11.60 EXTENDED .51 FEET 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 11.600 10.05 694.51 894.51 .00 695.51 1.00 .34 .19 886.00 3300.0 849.3 1031.1 1419.6 -86.8 82.6 288.0 84.7 28.0 886.00 .28 4.55 12.48 4.93 .040 .035 .040 .000 884.46 949.50 .004906 118. 153. 122. 20 10 0 .00 245.00 1194.50 •SECNO 12.000 3280 CROSS SECTION 12.00 EXTENDED .-1 FEET 12.000 10.77 695.90 .00 .00 896.40 .50 .85 .05 887.00 3300.0 2028.8 353.9 917.3 346.5 42.1 249.6 87.8 29.2 887.00 .29 5.85 8.40 3.68 .040 .035 .040 .000 885.13 975.14 .002061 225. 258. 220. 2 0 0 .00 206.93 1182.07 1 26JUN00 13:22:06 PAGE 51 PAGE 52 I' SECNO DEPTH CWSBL CRIWS WSELK EG RV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 13.000 3280 CROSS SECTION 13.00 EXTENDED .72 FEET 3301 RV CHANGED MORE THAN HVINS 13.000 9.75 897.72 .00 .00 896.78 1.06 2.21 .17 891.00 3300.0 515.3 1552.9 1231.8 114.0 138.8 296.4 96.1 32.1 891.00 .32 4.52 11.18 4.16 .040 .035 .040 .000 887.97 1000.00 _004508 596. 724. 569. 3 0 0 .00 221.23 1221.23 •SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED 1.19 FEET 14.000 10.19 900.19 .00 .00 901.09 .91 2.29 .02 892.00 3300.0 2005.8 643.7 650.5 258.3 67.6 144.B 101.3 33.9 B92.00 .34 7.77 9.52 - 4.49 .045 .045 .045 .000 890.00 1000.00 .005356 425. 556. 421. 3 0 0 .00 143.90 1143.90 *SECNO 15.000 3280 CROSS SECTION 15.00 EXTENDED 1.47 FEET 15.000 9.90 903.47 .00 .00 904.21 .74 3.10 .02 895.00 3300.0 1400.6 706.7 1192.7 2B0.8 64.9 209.9 107.6 36.1 895.00 .36 4.99 10.89 5.68 .045 .045 .045 .000 893.57 880.92 .006245 534. 565. 524. 2 0 0 .00 218.31 1099.23 *SECNO 2000.000 3280 CROSS SECTION 2000.00 EXTENDED .24 FEET 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2000.000 6.99 905.24 905.24 .00 906.10 .86 1.67 .04 900.00 3300.0 1223.4 425.5 1651.1 164.3 42.8 248.0 110.2 37.2 900.00 .37 7.45 9.94 6.66 .C35 .045 .035 .000 898.25 985.50 _009449 218. 228. 218. 3 14 0 .00 236.30 1221.80 1 26JUN00 13:22:06 PAGE 53 .... .... *.**... ***.*.......... ****.** THIS RUN EXECUTED 26JUN00 13:22:O6 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PROPOSED CONDITIONS; NO SUMMARY PRINTOUT SECNO Q VCH VLOB VROS CWSEL DEPTH TOPWID 2.000 16B.00 .31 .06 .08 867.30 11.30 274.05 2.000 284.00 .53 .30 .13 867.10 11.30 274.05 2.000 400.00 .75 .14 .18 667.30 11.30 274.05 2.000 1007.00 1.88 .34 .46 867.10 11.30 274.05 2.000 1584.00 2.96 .54 .72 867.10 11.30 274.05 2.000 3800.00 7.09 1.29 1.73 867.30 11.30 274.05 3.000 168.00 .26 .11 .13 867.10 5.10 362.92 3.000 284.00 .44 .18 .22 867.11 5.11 362.95 3.000 400.00 .62 .25 .30 867.11 5.11 363.00 3.000 1007.00 1.53 .62 .75 867.18 5.18 364.45 3.000 1504.00 2.31 .94 1.14 867.30 5.30 366.71 3.000 3800.00 4.23 1.86 2.17 868.16 6.16 382.88 • 4.000 168.00 2.51 .00 .00 872.56 .56 349.66 • 4.000 284.00 2.79 .00 .00 872.65 .65 457.98 4.000 400.00 3.03 .00 .00 872.71 .71 468.81 • 4.000 1007.00 4.09 .00 .00 872.95 .95 495.78 * 4.000 1584.00 4.69 .00 .00 $73.13 1.13 510.93 * 4.000 3800.00 6.13 .00 .00 873.67 1.67 541.65 * 5.000 168.00 .16 .11 .12 872.68 4.3B 322.15 • 5.000 294.00 .25 .18 .20 872.80 4.50 327.75 • 5.000 400.00 .35 .25 .27 872.90 4.60 332.60 ' 5.000 1007.00 .78 .54 .62 873.35 5.05 354.10 • 5.000 1584.00 1.13 .77 .91 873.71 5.41 371.45 ' 5.000 3800.00 2.13 1.44 1.77 674.80 6.50 423.71 • 6.000 168.00 .63 .92 .32 672.67 2.67 178.93 • 6.000 284.00 .99 1.42 .53 B72.79 2.75 183.82 ` 6.000 400.00 1.32 1.84 .72 872.89 2.69 186.20 • 6.000 1007.00 2.60 3.39 1.54 673.34 3.34 208.23 • 6.000 1584.00 3.42 4.26 2.10 873.73 3.73 225.05 ' 6.000 3800.00 5.08 5.90 3.91 874.94 4.94 249.27 1 261T➢N00 13:22:06 SECNO Q VCH VLOB VRM OWSEL DEPTH TOPWID • 7.000 167.00 4.41 .00 .00 875.04 1.04 63.99 • 7.000 280.00 4.91 .00 _00 875.31 1.31 78.30 ` 7.000 392.00 5.25 .00 .00 875.52. 1.52 89.43 • 7.000 977.00 5.41 1.76 1.74 876.48 2.48 125.34 • 7.000 1535.00 5.82 2.66 2.64 877.16 3.16 139.71 • 7.000 3900.00 8.18 5.70 4.73 876.68 4.68 162.49 • 8.000 167.00 2.23 .03 _03 880.04 1.84 62.53 • 8.000 280.00 2.75 .84 .84 880.35 2.15 104.12 • 8.000 392.00 3.13 1.21 1.21 880.60 2.40 120.79 8.000 977.00 4.85 2.41 2.41 881.28 3.08 166.19 8.000 1535.00 6.01 3.19 3.19 881.68 3.46 192.70 8.000 3900.00 7.24 4.54 4.81 883.07 4.87 326.65 9.000 167.00 2.87 1.78 2.79 881.78 2.58 7Z.56 9.000 276.00 3.28 2.17 2.19 882.18 2.98 94.60 9.000 384.00 3.56 2.41 2.47 88Z.49 3.29 116.72 ` 9.000 948.00 4.23 2.80 2.98 883.53 4.33 196.79 • 9.000 1489.00 4.57 3.05 3.25 884.17 4.97 240.56 • 9.000 3500.00 5.60 4.09 4_22 885.53_ 6.33 302.03 ' 9.100 167.00 4.23 2.96 2.60 883.00 4.00 61.63 • 9.100 276.00 4.63 3.06 2.78 883.44 4.44 90.74 ' 9.100 384.00 4.85 3.05 2.92 883.76 4.76 111.99 • 9.100 948.00 5.57 3.32 3.69 884.72 5.72 173.60 • 9.100 1489.00 5.97 3.67 4.12 B85.30 6.30 211.19 ' 9.100 3500.00 6.79 4.51 4.93 886.68 7.68 304.62 • 9.200 167.00 2.25 1.72 1.56 864.01 4.43 54.97 • 9.200 276.00 2.73 1.96 1.81 864.58 5.00 96.63 • 9.200 384.00 3.05 1.96 1.97 884.98 5.40 129.26 ` 9.200 948.00 3.96 2.44 2.46 886.13 6.55 189.45 9.200 1489.00 4.49 2.84 2.78 686.82 7.24 223.78 • 9.200 3500.00 5.69 3.81 3_66 888.37 B.79 302.05 9.300 167.00 2.54 1.67 1.62 884.14 4.38 53.42 9.300 276.00 3.05 1.83 i.89 884.75 4.99 93.21 9.300 384.00 3.37 1.91 2.04 885.17 5.41 114.32 9.300 948.00 4.48 2.67 2.68 886.37 6.61 146.74 9.300 1489.00 5.20 3.23 3.17 887.08 7.32 162.48 9.300 3500.00 7.15 4.74 4.60 888.66 0.90 202.74 9.400 167.00 2.73 1.69 i. 77 884.17 4.41 53.54 9.400 276.00 3.24 1.80 2.05 884.78 5.02 90.55 9.400 384.00 3.55 1.89 2.21 665.20 5.44 108.85 9.400 948.00 4.68 2.70 2.88 886.41 6.65 137.32 9.400 1489.00 5.46 3.31 3.41 687.13 7.37 150.25 9.400 3500.00 7.56 4.96 4.94 888.72 8.96 188.33 1 26NN00 13:22:06 SECNO Q VCH \LAB 16-AO3 CWSEL DEPTH TOPWID ' 9.500 167.00 2.99 2.19 2.18 884.16 3.38 52.18 9.500 276.00 3.31 2.14 2.35 884.78 4.00 89.38 9.500 384.00 3.46 2.16 2.44 885.20 4.42 107.80 9.500 948.OD 4.32 2.94 3.02 886.42 5.64 136.09 9.500 1489.00 4.96 3.54 3.53 887.13 6.35 149.39 9.500 3500.00 6.77 5.17 5.04 888.73 7.95 186.88 9.600 167.00 3.83 2.76 2.30 884.18 3.37 47.35 9.600 276.00 4.05 2.54 2.43 884.80 3.99 85.25 9.600 384.00 4.14 2.52 2.51 885.23 4.42 102.91 9.600 948.00 4.82 3.25 3.05 886.45 5.64 131.65 9.600 1489.00 5.44 3.86 3.59 887.17 6.36 144.71 9.600 3500.00 7.25 5.51 5.13 888.78 7.97 162.22 • 10.000 167.00 2.56 1.91 1.95 885.35 3.96 55.35 10.000 276.00 2.98 2.08 2.24 885.96 4.57 81.71 20.000 384.00 3.27 2.31 2.30 886.36 4.97 93.37 10.000 948.00 4.19 3.26 2.67 887.66 6.27 122.92 10.000 1489.00 4.73 3.85 3.15 888.46 7.09 134.50 PAGE 54 PAGE 55 10.000 .3500.00 6.12 5.32 4.43 890.45 9.06 161.95 • 11.100 167.00 1.57 1.18 1.25 885.57 3.93 75.84 ' 11.100 276.00 1.86 1.47 1.41 686.21 4.57 88.47 • 11.100 384.00 2.12 1.73 1.61 886.63 4.99 92.74 • 11.100 948.00 3.15 2.72 2.47 888.03 6.39 104.23 '11.100 1489.00 3.86 3.38 3.11 888.90 7.26 111.61 11.100 3500.00 5.71 5.07 4.82 890.97 9.33 129.70 11.150 167.00 1.29 1.09 1.10 885.63 3.85 66.30 ' 11.150 11.150 11.150 276.00 384.00 948.00 1.63 1.94 3.14 1.40 1.66 1.3B 1.64 886.27 886.71 4.49 4.93 74.B6 78.14 2.67 2.72 888.15 6.37 84.89 11.150 1489.00 4.00 3.37 3.51 889.04 7.26 88.49 11.150 3500.00 6.35 5.17 5.71 891-.16 9.38 99.28 11.200 11.200 11.200 167.00 276.00 1.41 1.90 .00 .00 .00 .00 885.65 886.30 3.71 4.36 42.00 42.00 384.00 2.34 .00 .00 886.74 4.80 42.00 • 11.200 948.00 4.24 .00 .00 888.17 6.23 42.00 • 11.200 1489.00 5.73 .00 .00 889.03 7.09 42.00 • 11.200 3500.00 10.39 .00 _ .00 890.86 8.92 42.00 ' 11.300 11.300 167.00 276.00 .28 .45 .16 .04 892.98 893.11 10.22 269.35 21.300 384.00 .61 .25 .34 .07 .10 693.21 10.35 10.45 264.98 297.07 • 11.300 948.00 1.38 .77 .30 893.59 10.83 340.47 • 11.300 1489.00 2.03 1.13 .49 893.83 11.07 368.60 11.300 3500.00 4.11 2.34 1.21 894.37 11.61 388.31 ' 1 26JUN00 13:22:06 PAGE 56 ' SECNO Q VCA VLOB VEC3 CWSEL DEPTH TOPWID 11.400 167.00 .34 .22 .23 092.98 10.11 233.32 . 11.400 276.00 .54 .35 .36 893.11 10.24 245.92 ' 11.400 384.00 .73 .47 .49 693.21 10.34 256.81 = 11.400 11.400 948.00 1489.00 1.65 2.44 1.05 1.53 :.02 1.44 893.60 893.85 10.73 10.98 297.51 324.15 ' 11.400 3500.00 4.92 3.06 2.71 894.43 11.56 340.32 11.500 165.00 .33 _21 .21 892.98 9.98 255.11 11.500 264.00 .51 .32 .32 893.11 10.11 264.90 ' 11.500 11.500 11.500 360.00 863.00 .68 1.47, .42 .89 .42 .88 693.21 893.60 30,21 10.60 272.74 302.23 1355.00 2.16 1.30 1.26 893.87 10.87 321.75 11.500 3300.00 4.44 2.66 2.53 894.49 .11.49 332.48 ` 11.550 165.00 .62 .30 .29 892.98 9.26 210.88 11.550 264.00 .95 _46 .44 893.11 9.39 212.22 ' 11.550 360.00 1.25 .60 .58 893.21 9.49 212.22 11.550 863.00 2.61 1.26 1.23 893.59 9.87 212.22 11.550 1355.00 3.78 1.84 1.80 693.84 10.12 212.22 • 11.550 3300.00 7.77 3.67 3.61 894.37 10.65 212.22 11.600 165.00 1.28 .49 .47 892.97 8.51 149.75 ' 11.600 264.00 1.93 .72 .70 893,30 8.64 161.24 11.600 360.00 2.53 .94 .92 893.19 8.73 169.39 11.600 863.00 5.20 1.87 1.91 893.52 9.06 200.17 • 11.600 1355.00 7.49 2.65 2.78 893.70 9.24 217.43 • 11.600 3300.00 12.48 4.55 4.93 894.51 10.05 245.00 12.000 12.000 165.00 264.00 1.18 1.80 .93 _51 892.99 7.86 68.18 1.41 .77 893.14 8.01 77.36 12.000 360.00 2.36 1.84 _98 893.26 8.13 85.01 12.000 863.00 4.77 3.60 1.83 893.79 8.66 118.13 ' 12.000 22.000 1355.00 3300.00 6.32 8.40 4.63 5.85 2.40 3.68 894.27 895.90 9.14 20.77 151.86 206.93 . 13.000 165.00 2.55 .98 1.01 893.07 5.10 23.20 ' 13.000 264.00 3.81 1.53 1.58 093.30 5.33 23.89 ' 13.000 360.00 4.88 2.04 2.09 893.52 5.55 24.57 ' 13.000 13.000 863.00 1355.00 8.75 8.97 4.14 3.47 4.01 2.46 894.67 896018 6.70 8.21 29.36 157.75 13.000 3300.00 11.18 4.52 4.16 897.72 9.75 221.23 • 14.000 165.00 4.38 2.92 2.43 893.78 3.78 31.49 • 24.000 264.00 4.51 3.36 2.72 894.49 4.49 34.45 14.000 360.00 4.64 3.67 2.88 895.08 5.08 36,92 ' 14.000 863.00 5.27 4.50 3.19 897.32 7.32 51.42 14.000 1355.00 6.29 5.45 3.40 898.42 8.42 81.28 14.000 3300.00 9.52 7,77 4.49 900.19 10.19 143.90 1 13:22:06 t26JUND6 PAGE 57 SECNO Q VCH VLOB VROB CWSEL DEPTH TOPWID 15,000 • 161,00 5,82 3*12 3.41 897,32 3.75 16,27 15.000 258.00 7.48 4.61 4.51 097.77 4.20 18.12 • 15.000 349.00 8.88 5.59 5.13 898.10 4.53 19.41 • 15.000 830.00 11.45 7.10 7.55 699.92 6.35 31.71 • 15.000 1304.00 10.06 4.73 5.20 901.61 8.04 141.23 15.000 3300.00 10.89 4.99 5.68 903.47 9.90 218.31 • 2000.000 164.00 6.90 5.08 4.87 901.52 3.27 19.40 • 2000.000 258.00 7.53 6.06 5.69 902.06 3.61 25.21 • 2000.000 349.00 7.39 5.81 5.23 902.55 4.30 43.44 • 2000.000 830.00 7.77 5.43' 4.72 903.70 5.45 138.33 • 2000.000 1304.00 8.32 5.68 5.00 904.18 5.93 183.83 • 2000.000 3300.00 9.94 7.45 6.66 905.24 6.99 236.30 I 26JUN00 13:22:06 PAGE 58 PROPOSED CONDITIONS; NO SUMMARY PRINTOUT TABLE 150 SECNO XLCN ELTRD ELLC ELKIN Q CWSEL CRIWS EG 10•KS VCN AREA .01K 2.000 .00 .00 .00 E55.80 168.00 867.10 .00 861.10 .05 .31 709.92 717.42 2.000 .00 .00 .00 855.80 284.00 867.10 .00 667.10 .16 .53 709.92 717.42 2.000 .00 .00 .00 855.80 400.00 867.10 .00 867.11 .31 .75 709.92 717.42 2.000 .00 .00 .00 855.80 1007.00 867.10 .00 867.15 1.97 1.86 709.92 717.42 2.000 .00 .00 .00 655.80 1584.00 867.10 .00 867.22 4.87 2.96 709.92 717.42 2.0B0 .00 .00 .00 E55.80 3800.00 867.10 .00 867.82 26.06 7.09 709.92 717.42 3.000 235.00 .00 .00 862.00 168.00 867.10 .00 867.10 .10 .26 995.02 540.76 3.000 235.00 .00 .00 862.00 284.00 867.11 .00 867.11 .28 .44 995.62 541.23 3.000 235.00 .00 .00 662.00 400.00 867.11 .00 867.12 .54 .62 996.55 541.97 3.000 235.00 .00 .00 662.00 1007.00 867.18 .00 867.20 3.19 1.53 1024.34 564.11 3.000 235.00 .00 .00 862.00 1584.00 867.30 .00 867.35 6.99 Z:31 1067.76 599.33 3.000 235.00 .00 .00 862.00 3800.00 866.16 .00 668.33 18.43 4.23 1391.79 885.26 • 4.000 36.00 .00 .00 672.00 168.00 872.56 872.56 672.66 521.13 2.51 67.03 7.36 • 4.000 38.00 .00 .00 872.00 284.00 872.65 872.65 872.77 531.09 2.79 101.74 12.32 • 4.000 38.00 .00 .00 672.00 400.00 872.71 872.71 872.86 458.22 3.03 131.84 18. 69 • 4.000 35.00 .00 .00 872.00 1007.00 872.95 872.95 873.21 368.85 4.09 246.45 51.07 • 4.000 38.00 .00 .00 872.00 1584.00 873.13 873.13 873.47 349.53 4.69 337.97 84.73 • 4.000 38.00 .00 .00 872.00 3800.00 873.67 873.67 874.25 287.15 6.13 620.37 224.25 • 5.000 500.00 .00 .00 868.30 168.00 872.68 .00 872.68 .03 .16 1134.01 955.17 • 5.000 500.00 .00 .00 868.30 284.00 872.00 .00 672.80 .08 .25 1172.35 1004.05 • 5.000 500.00 .00 .00 868.30 400.00 872.90 .00 072.90 .15 .35 1206.04 1047.35 • 5.000 500.00 .00 .00 668.30 1007.00 873.35 .00 873.35 .65 .76 1361.48 1251.27 • 5.000 500.00 .00 .00 868.30 1584.00 873.71 .00 873.73 1.23 1.13 1493.95 1430.24 ` 5.000 500.00 .00 .00 868.30 3800.00 874.80 .00 874.86 3.43 2.13 1925.11 2053.24 • 6.000 480.00 .00 .00 570.00 168.00 872.67 .00 872.69 3.20 .63 214.51 93.98 • 6.000 480.00 .00 .00 870.00 284.00 872.79 .00 872.82 7.02 .99 234.71 107.17 • 6.000 460.00 .00 .00 870.00 400.00 872.89 .00 872.93 11.17 1.32 253.20 119.70 6.000 480.00 .00 .00 870.00 1007.00 873.34 .00 873.49 29.28 2.60 343.45 106.09 • 6.000 480.00 .00 .00 870.00 1584.00 873.73 .00 873.96 39.01 3.42 426.28 253.60 • 6.000 480.00 .00 .00 870.00 3800.00 874.94 .00 875.39 47.29 5.08 718.54 552.56 • 7.000 620.00 .00 .00 874.00 167.00 875.04 875.04 875.34 359.62 4.41 37.86 8.81 • 7.000 620.00 .00 .00 874.00 280.00 875.31 875.31 675.68 336.94 4.91 57.07 15.25 • 7.000 620.00 .00 .00 974.00 392.00 075.52 675.52 875.95 321.54 5.25 74.69 21.86 • 7.000 620.00 .00 .00 874.00 977.00 876.48 876.22 876.94 148.24 5.41 182.24 80.24 • 7.000 620.00 .00 .00 874.00 1535.00 877.16 876.70 877.67 106.32 5.82 271.54 140.87 • 7.000 620.00 .00 .00 874.00 3900.00 878.68 .00 879.66 105.42 6.18 500.24 37 9_83 1 26JUN00 13:22:06 PAGE 59 SECHO XLCH ELTRU 2]LC ELMIN Q CWSEL CRIWS EG 10•KS VCH AREA .DIK • 8.000 450.00 .00 .00 678.20 167. 00 880.04 .00 B80.11 49.65 2.23 75.04 23.70 • 8.000 450.00 .00 .00 278.20 280.00 B80.35 .00 880.47 51.10 2.75 104.89 39.17 • 8.000 450.00 .00 .00 578.20 392.00 BB0.60 .00 $30.75 52.32 3.13 132.67 54.19 8.000 450.00 .00 .00 678.20 977.00 881.28 .00 881.60 76.54 4.85 229.18 111.68 8.000 450.00 .00 .00 E78.20 1535.00 881.68 .00 882.16 94.11 6.01 299.65 158.23 8.000 450.00 .00 .00 676.20 3900.00 883.07 .00 883.69 76.63 7.24 656.35 445.52 9.000 500.00 .00 .00 'c79.20 167.00 881.78 .00 881.87 26.98 2.87 78.95 32.15 9.000 500.00 .00 .00 879.20 276.00 882.18 .00 882.29 28.18 3.26 112.06 51.99 9.000 500.00 .00 .00 979.20 384.00 882.49 .00 882.61 2B.64 3.56 142.61 71.50 • 9.000 500.00 .00 .00 E79.20 948.00 883.53 .00 863.69 26.86 4.23 306.68 182.92 • 9.000 500.00 .00 .00 979.20 1489.00 884.17 .00 884.35 25.66 4.57 448.16 293. 97 • 9.000 500.00 .00 .00 679.20 3500.00 885.53 .00 885.82 27.10 5.60 818.75 672.2E • 9.100 270.00 .00 .00 679.00 167.D0 B83.00 .00 883.14 97.13 4.23 57.54 16.94 _ • 9.100 270.00 .00 .00 679.00 276.00 BB3.44 .00 B83.60 96.58 4.63 91.22 28.06 • 9.100 270.00 .00 .00 579.00 384.00 883.76 .00 883.92 94.37 4.85 123.92 39.53 9.100 270.00 .00 .00 679.00 948.00 884.72 .00 884.93 92.01 5.57 260.70 98.63 • 9.100 270.00 .00 .00 E79.00 1489.00 885.30 .00 885.56 90.43 5.97 371.02 156.58 • 9.100 270.00 .00 .00 079.00 3500.00 886.68 .00 887.05 85.86 6.79 729.83 377_72 1 9.200 285.00 .00 .00 'e79.58 167.00 884.01 .00 884.06 16.B6 2.25 94.48 40.67 • 9.200 285.00 .00 .00 579.58 276.00 884.58 .00 884.65 20.84 2.73 136.47 60.46 ` 9.200 285.00 .00 .00 E79.58 384.00 884.98 .00 885.05 23.48 3.05 180.55 79.25 • 9.200 285.00 .00 .00 E79.58 948.00 866.13 .00 886.25 29.99 3.96 366.77 173.11 • 9.200 285.00 .00 .00 679.58 1489.00 886.82 .00 886.96 33.65 4.49 508.39 256.69 9.200 2B5.00 .00 .00 679.58 3500.00 868.37 .00 888.60 41.32 5.69 915.32 544.52 9.300 88.00 .00 .00 579.76 167.00 884.14 .00 884.20 15.89 2.54 93.03 41.09 9.300 88.00 .00 .00 679.76 276.00 884.75 .00 864.82 19.16 3.05 137.57 63.05 9.300 88.00 .00 .00 879.76 384.00 885.17 .00 885.25 21.05 3.37 181.39 83.70 9.300 88.00 .00 .00 879.76 94B.00 886.37 .00 886.50 28.47 4.48 339.01 177.66 9.300 88.00 .00 .00 E79.76 1489.00 B87.08 .00 887.26 33.50 5.20 449.10 257.2E 9.300 88.00 .00 .00 879.76 3500.00 888.66 .00 889.03 48.65 7.15 733.19 501.81 9.400 18.00 .00 .00 679.76 167.00 884.17 .00 884.23 18.13 2.73 67.44 39.22 9.400 18.00 .00 .00 B79.76 276.00 684.78 .00 884.86 21.42 3.24 131.51 59.64 9.400 18.00 .00 .00 879.76 384.00 685.20 .00 BB5.29 23.13 3.55 174.12 79.84 9.400 18.00 .00 .00 E79.76 940.00 886.41 .00 886.56 30.68 4.68 325.14 171.14 9.400 10.00 .00 .00 E79.16 1489.00 887.13 .00 887.33 36.46 5.46 427.25 246.59 9.400 18.00 .00 .00 879.76 3500.00 688.72 .00 889.13 53.87 7.56 690.63 476.65 • 9.500 4.00 .00 .00 880.78 167.00 884.16 .00 BB4.25 38.06 2.99 70.65 27.07 9.500 4.00 .00 .00 880.78 276.00 884.78 .00 884.88 36.85 3.31 114.17 45./7 9.500 4.00 .00 .00 880.78 384.00 885.20 .00 885.30 35.43 3.48 156.84 64.51 9.500 4.00 .00 .00 680.78 948.00 886.42 .00 886.58 38.92 4.32 306.48 151.95 9.500 4.00 .00 .00 880.76 1489.00 887.13 .00 887.35 43.57 4.96 408.52 225.58 9.500 4.00 .00 .00 880.78 3500.00 888.73 .00 SB9.16 59.69 6.77 672.73 453.01 1 26JUNOO 13:22:06 PAGE 60 SECNO XLCH ELTRD ELLC EIMIN Q CWSEL CAMS EG 30•KS VCH AREA .01K 9.600 12.50 .00 .00 690.81 167.00 884.18 .00 884.33 62.81 3.83 57.06 21.07 9.600 12.50 .00 .00 880.81 276.00 884.80 .00 884.95 55.30 4.05 98.59 37.77 9.600 12.50 .00 .00 880.81 384.00 885.23 .00 885.37 50.11 4.14 139.17 Sd .25 9.600 12.50 .00 .00 880.81 948.00 886.45 .00 886.64 48.48 4.82 284.74 336.16 9.600 12.50 .00 .00 880.81 1489.00 887.17 .00 887.42 52.31 5.44 383.50 205.87 9.600 12.50 .00 .00 850.81 3500.00 688.78 .00 889.25 68.28 7.25 641.43 423.58 • 10.000 292.00 .00 .00 881.39 167.00 885.35 .00 885.42 25.49 2.56 81.98 33.08 30.000 292.00 .00 _00 881.39 276.00 885.96 .00 B66.04 28.37 2.98 123.00 51.81 10.000 292.00 .00 .00 681.39 384.00 886.36 .00 886.46 30.43 3.27 158.21 69.61 30.000 292.00 .00 .00 681.39 948.00 887.66 .00 887.62 36.42 4.19 301.16 157,08 10.000 292.00 .00 .00 681_39 1489.00 888.48 .00 888.70 -`39.36 4.73 406.23 237.33 10.000 292.00 .00 .00 881.39 3500.00 890.45 .00 890.85 47.15 6.12 699.99 509.70 i 11.100 125.00 .00 .00 681.64 167.00 885.57 .00 885.60 8.94 1.57 133.03 55.85 • 11.100 125.00 .00 .00 881.64 276.00 886.21 .00 886.24 10.09 1.86 186.06 86.90 • 11.100 125.00 .00 .00 $81.64 384.00 886.63 .00 886.68 11.61 2.12 224.78 112.68 - • 11.100 125.00 .00 .00 881.64 948.00 888.03 .00 888.14 16.19 3.15 361.48 222. 25 11.100 125.00 .00 .00 881.64 1489.00 888.90 .00 889.06 22.91 3.86 455.23 311.07 11.100 125.00 .00 .00 601.64 3500.00 890.97 .00 891.35 35.46 5.71 704.55 587.77 l 11.150 70.00 .00 .00 881.78 167.00 885.63 .00 885.65 6.06 1.29 199.29 67.83 11.150 70.00 .00 .00 881.78 276.00 886.27 .00 866.31 7.83 1.63 195.35 98.60 11.150 70.00 .00 .00 881.78 384.00 886.71 .00 886.76 9.70 1.94 228.81 123.31 11.150 70.00 .00 .00 861.78 948.00 888.15 .00 888.26 17.77 3.14 346.40 224.87 11.150 70.00 .00 .00 681.78 1489.00 889.04 .00 889.24 24.09 4.00 424.05 303.39 11.150 70.00 .00 .00 881.78 3500.00 891.16 .00 891.66 42.84 6.35 622.49 534.71 11.200 40.00 .00 .00 881.94 167.00 885.65 .00 8S5.68 9.42 1.41 118.17 54.40 11.200 40.00 .00 .00 881.94 276.00 586.30 .00 886.36 13.10 1.90 145.52 76.26 11.200 40.00 .00 .00 881.94 384.00 886.74 .00 086.83 17.26 2.34 163.91 92.42 • 11.200 40.00 .00 .00 B81.94 948.00 888.17 .00 888.45 3B.91 4.24 223.52 151.98 • 11.200 40.00 .00 ..00 881.94 1489.00 889.03 .00 8B9.54 59.59 5.73 259.68 19 2.89 11.200 40.00 .00 .00 661.94 3500.00 890.86 .00 892.54 145.22 10.39 336.78 290.44 • 11.300 129.00 892.34 888.67 882.76 167.00 892.98 .00 892.98 .09 .28 763.74 566.41 11.300 129.00 892.34 888.67 682.76 276.00 893.11 .00 893.11 .22 .45 B00. 04 590.44 • 11.300 129.00 892.34 888.67 882.76 384.00 893.21 .00 893.22 .40 .61 830.30 610.49 • 11.300 129.00 892.34 688.67 682.76 948.00 893.59 .00 893.61 1.89 1.38 949.24 11 I 609.47 11.300 129.00 692.34 998.67 882.76 1489.00 893.83 746.89 • 11.300 129.00 892.34 888.67 882.76 3500.00 894.37 896.41 • 11.400 41.00 .00 .00 882.87 167.00 892.98 87 9.32 • 11.400 41.00 .00 .00 882.67 276.00 893.11 911.88 • 11.400 41.00 .00 .00 882.87 384.00 893.21 940.74 • 11.400 41.00 .00 .00 882.87 948.00 993.60 1058.05 • 11.400 41.00 .00 .00 882.B7 1489.00 893.85 1143.49 • 11.400 41.00 .00 .00 882.87 3500.00 894.43 1377.48 1 267UN00 13:22:06 .00 693.88 3.97 2.03 1035.00 .00 894.54 15.24 4.11 1241.32 .00 892.98 .04 .34 721.04 .00 893.11 .09 .54 749.90 .00 093.22 .17 .73 775.70 .00 893.62 .80 1.65 8B2.07 .00 893.89 1.70 - 2.44 960.14 .00 894.59 6.46 4.92 1158.58 SECNO XLCH ELTRD ELLC ELRIN Q CWSEL CRIWS EG 30•KS .O1K 11.500 41.00 .00 .00 883.00 165.00 892.98 .00 892.98 .04 870.88 11.500 41.00 .00 .00 883.00 264.00 B93.11 .00 893.11 .08 909.88 11.500 41.00 .00 .00 883.00 360.00 893.21 .00 893.22 .15 941.97 11.500 41.00 .00 .00 833.00 063.00 893.60 .00 893.62 .65 1072.07 11.500 41.00 .00 .00 883.00 1355.00 893.67 .00 893.89 1.35 1166.85 11.500 41.00 .00 .00 863.00 3300.00 894.49 .00 894.61 5.31 1431.89 • 11.550 71.50 .00 .00 883.72 165.00 892.90 .00 B92.98 .13 457.56 11.550 71.50 .00 .00 863.72 264.00 893.11 .00 893.11 .30 485.01 • 11.550 71.50 .00 .00 523.72 360.00 893.21 .00 893.22 .50 507.87 • 11.550 71.50 .00 .00 883.72 863.00 893.59 .00 893.63 2.07 599.21 ' 11.550 71.50 .00 .00 883.72 1355.00 893.84 .00 893.93 4.21 660.25 11.550 71.50 .00 .00 683.72 3300.00 894.37 .00 894.74 16.54 811.42 • 11.600 152.80 .00 .00 664.46 165.00 892.97 .00 892.99 .65 204.18 ` 11.600 152.80 .00 .00 884.46 264.00 893.10 .00 893.13 1.47 218.07 ' 11.600 152.60 .00 .00 884.46 360.00 893.19 .00 893.25 2.48 228.62 ' 11.600 152.80 .00 .00 684.46 863.00 893.52 .00 893.74 9.93 273.90 • 11.600 152.80 .00 .00 'e54.46 1355,00 893.70 .00 894.13 19.96 303.30 ' 11.600 152.80 .00 .00 884.46 3300.00 894.51 894.51 895.51 49.06 471.15 12.000 258.21 .00 .00 885.13 165.00 892.99 .00 893.01 .91 173.21 12.000 258.21 .00 .00 885.13 264.00 893.14 .00 893.17 2.05 184.44 12.000 258.21 .00 .00 885.13 360.00 893.26 .00 893.32 3.45 193.85 12.000 258.21 .00 .00 885.13 863.00 093.79 .00 894.00 12.78 241.40 12.000 258.21 .00 .00 665.13 1355.00 894.27 .00 894.61 ZO.66 298.08 12.000 258.21 .00 .00 885.13 3300.00 895.90 .00 696.40 28.61 616.98 ' 13.000 723.60 .00 .00 867.97 165.00 893.07 .00 893.16 6.86 62.91 • 13.000 723.60 .00 .00 887.97 264.00 893.30 .00 893.51 14.17 10. 14 4.58 13.000 723.60 .00 .00 887.97 360.00 893.52 .00 893.87 21.53 • 13.000 723.60 .00 .00 887.97 863.00 894.67 .00 895.76 50.24 121.76 • 13.000 723.60 .00 .00 887.97 1355.00 896.16 696.18 897.15 37.91 z2 o.oe 13.000 723.60 .00 .00 687.97 3300.00 897.7' .00 898.78 45.08 491.52 • 14.000 555.63 .00 .00 690.00 165.00 893.7B .00 894.00 $9.36 21.42 PAGE 61 VCH AREA .33 768.67 .51 802.53 .6B 830.28 1.47 941.62 2.16 1022.01 4.44 1229.21 .62 476.04 .95 503.76 1.25 525.84 2.6i 607.57 3.76 657.78 7.77 771.56 1.28 231.87 1.93 251.08 2.53 265.48 5.20 326.33 7.49 364.86 12.48 557.41 1.18 180.33 1.80 191.56 2.36 201.45 4.77 255.01 6.32 319.83 8.40 638.24 2.55 68.70 3.81 74.16 4.88 79.62 8.75 110.27 6.97 235.06 11.18 549.28 4.38 47.08 14.000 555.63 .00 .00 $90.00 264.00 894.49 894.72 39.12 .00 45.54 14.000 555.63 .00 .00 890.00 ,360.00 895.08 895.33 57.79 .00 38.81 14.000 555.63 .00 .00 B90.00 863.00 897.32 897.66 165.03 .00 27.35 14.000 555.63 .00 .00 890.00 1355.00 898.42 898.89 31.35 242.01 .00 14.000 555.63 .00 .00 89^..00 3300.00 900.19 901.09 53.56 450.92 .00 15.000 564.87 .00 .00 893.57 164.00 897.32 897.77 76.11 18.80 .00 • 15.000 564.87 .00 .00 692.57 258.00 897.77 898.49 104.48 25.24 .00 • 15.000 564.87 .00 .00 893.57 349.00 898.10 899.10 131.25 30.46 .00 15.000 564.87 .00 .00 893.57 830.00 899.92 899.92 901.42 72.39 131.45 • 15.000 564.87 .00 .00 893.57 1304.00 901.61 901.61 902.47 71.73 153.96 417 59 15.000 564.87 .00 .OD 893.57 3300.00 903.47 .00 904.21 62.45 1 26JUN00 13:22:06 SECNO XLCB ELTRD ELLC ELKIN Q CWSEL CRIWS EG 10•KS . O1K 2000.D00 227.86 .00 .00 899.25 164.00 901.52 901.52 902.16 158.83 13.01 2000.000 227.86 .00 .00 69E.25 258.00 902.06 902.06 902.80 144.02 21.50 •' 2000.000 227.86 .00 .00 89E.26 349.00 902.55 902.55 903.22 112.95 32.84 2000.000 227.86 .00 .00 89F.25 830.00 903.70 903.70 904.26 85.11 09.97 ' 2000.000 227.86 .00 .00 89F.25 1304.00 904.18 904.18 904.76 85.30 141.19 • 2000.000 227.86 .00 .00 89E.25 3300.00 905.24 905.2G 906.10 94.99 339.48 1 26JUN00 13:22:06 PROPOSED CONDITIONS: NO SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIF'SX DIFKWS TOPWID XLCH 2.000 168.00 867.10 .00 .00 .00 274.05 .00 2.000 264.00 867.10 .00 .00 .00 274.05 2.000 400.00 867.10 .00 .00 .00 274.05 .00 2.000 1007.00 867.10 .00 .00 .00 274.05 .00 2.000 1584.00 867.10 .00 .00 .00 274.05 .00 2.000 3800.00 867.10 .00 .00 .00 274.05 .00 .00 3.000 168.00 867.10 .00 .00 .00 362.92 235.00 3.000 26- 00 867.11 .00 .01 .00 362.95 235.00 3.000 400.00 867.11 .01 .01 .00 363.00 235.00 3.000 1007.00 867.18 .07 .08 .00 364.45 235.00 3.000 1584.00 067.30 .12 .20 .00 366.71 235.00 3.000 3800.00 868.16 .86 1.06 .00 382.88 235.00 ' 4.000 168.00 872.56 .00 5.46 .00 349.66 38.00 ' 4.000 284.00 872.65 .08 5.54 .00 457.98 38.00 ` 4.000 400.00 872.71 .06 5.60 .00 468.81 38.00 ' 4.000 1007.00 872.95 .24 5.77 .00 495.78 38.00 ' 4.000 1584.00 873.13 .18 5.F3 .00 510.93 38.00 ' 4.000 3800.00 873.67 .54 5.50 .00 541.65 38.00 ' 5.000 166.00 872.68 .00 .11 .00 322.15 500.00 ' 5.000 284.00 672.80 .12 .15 .00 327.75 500.00 • 5.000 400.00 872.90 .10 .19 .00 332.60 500.00 • 5.000 1007.00 873.35 .45 .40 .00 354.10 500.00 ' 5.000 1584.00 873.71 .36 .56 .00 371.45 500.00 ' 5.000 3800.00 874.80 1.09 1.13 .00 423.77 500.D0 • 6.000 168.00 872.67 .00 .00 .00 178.93 480.00 ` 6.000 284.00 672.79 .12 .00 .00 183.82 480.00 • 6.000 400.00 872.89 .10 -,O: .00 188.20 480.00 ' 6.000 1007.00 873.34 .45 .00 .00 208.23 480.00 • 6.000 1584.00 873.73 .38 .02 .00 225.05 480.00 ` 6.000 3800.00 $74.94 1.21 .14 .00 249.27 480.00 • 7.000 167.00 B75.04 .00 2.36 .00 63.99 620.00 • 7.000 280.00 875.31 .27 2.52 .00 78.30 620.00 • 7.000 392.00 875.52 .21 2.63 .00 89.43 620.00 4.51 70.57 4.64 91.58 5.27 189.89 6.29 254.50 9.52 470.71 5.82 32.61 7.48, 40.54 8.88 46.63 11.45 90.73 1M6 209.76 10.89 555.61 PAGE 62 VCH AREA 6.90 26.45 7.53 38.06 7.39 54.98 7.77 147.16 8.32 226.01 9.94 455.02 PAGE 63 ' 7.000 7.000 977.00 1535.00 876.48 877.16 .97 3.14 3.43 .00 125.34 620.00 7.000 3900.00 878.68 .68 1.52 3.71 .00 .00 139.71 162.49 620.00 620.00 1 26JUN00 13:22:06 SECNO Q CWSEL DIFWSP ➢1FWSX DIF/'WS 70PWID XLCH ' 8.000 8.000 8.000 167.00 280.00 392.00 880.04 880.35 880.60 .00 .32 5.00 5.05 .00 .00 82.53 104.12 450.00 450.00 8.000 977.00 881.28 .25 .67 5.09 4.79 .00 .00 120.79 166.19 450.00 450.00 8.000 1535.00 881.68 .40 4.52 .OD 192.70 450.00 8.000 3900.00 883.07 1.39 4.39 .00 326.65 450.00 t 9.000 9.000 167.00 276.00 881.78 882.1B .00 .40 1.75 1.83 .00 .00 7-56 94.60 500.00 500.00 9.000 384.00 882.49 .31 1.88 .00 116.72 500.00 • 9.000 948.00 883.53 1.04 25 .00 196.79 500.00 • 9.000 1489.00 804.17 .64 Z.45 .00 240.56 500.00 9.000 3500.00 BB5.53 1.36 2.46 .00 302.03 500.00 ' 9.100 167.00 883.00 .00 1.21 .00 61.63 270.00 9.100 276.00 883.44 .44 1.26 .00 90.74 Z70.00 • 9.100 3B4.00 083.76 .32 1.27 .00 111.99 270.00 ` 9.100 948.00 884.72 .96 1.19 .00 173.60 270.00 9.100 1489.00 885.30 .58 1.13 .00 211.19 270.00 ' 9.100 3500.00 886.68 1.3B 1.1E .00 304.62 270.00 9.200 167.00 884.01 .00 1.01 .00 54.97 285.00 ` 9.200 276.00 884.58 .57 2.14 .00 96.63 285.00 ' 9.200 384.00 884.96 .40 1.21 .00 129.26 285.00 9.200 948.00 886.13 1.16 1.42 .00 i89.45 285.00 ' 9.200 1489.00 886.82 .68 1.52 .00 223.78 285.00 9.200 3500.00 888.37 1.55 1.68 .00 302.05 285.00 9.300 167.00 884.14 .00 - .14 .00 53.42 88.00 9.300 9.300 9.300 276.00 384.00 948.00 884.75 885.17 886.37 .61 .42 .17 .19 .00 .00 93.21 114.32 88.00 68.00 9.300 1489.00 887:08 1.20 .71 .24 .26 .00 .00 146.74 162.48 88.00 88.00 9.300 3500.00 888.66 1.58 .29 .00 202.74 88.00 ' 9.400 9.400 167.00 276.00 884.17 884.78 .00 .61 .02 .03 .00 .00 53.54 90.55 18.00 16.00 9.400 384.00 885.20 .12 .03 .00 108.85 18.00 9.400 948.00 886.41 1.22 .04 .00 137.32 18.00 9.400 1489.00 687.13 .71 .05 .00 150.25 18.00 9.400 3500.00 888.72 1.59 .06 .00 188.33 18.00 ` 9.500 9.500 167.00 276.00 884.16 884.78 .00 .62 -,01 .00 52.18 89.38 4.00 4.00 9.50D 384.00 885.26 .42 .00 .00 .00 .00 107.80 4.00 9.500 948.00 886.42 1.22 .01 .00 136.09 4.00 9.500 1489.00 687.13 .71 .01 .00 149.39 4.00 ' 9.500 3500.00 888.73 1.60 .01 .00 166.88 4.00 1 26JUN00 13:22:06 ' SECNO Q CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 9.600 167.00 884.18 .00 .02 .00 17.35 12.50 9.600 276.00 884.80 .62 .03 .00 85.25 12.50 9.600 384.00 885.23 .43 .03 .00 102.91 12.50 9.600 9.600 948.00 1489.00 886.45 BB7.17 1.23 .72 .03 .04 .00 .00 131.85 144.71 12.50 12.50 ' 9.600 3500.00 888.78 1.61 .05 .00 162.22 12.50 ` 10.000 167.00 885.35 .00 1.17 .00 55.35 292.00 10.000 276.DO 885.96 .61 1.16 .00 81.71 292.00 ' 10.000 304.00 886.36 .40 1.13 .00 93.37 292.00 10.000 948.00 087.66 1.30 1.21 .00 122.92 292.00 10.000 1489.00 888.48 .62 1.31 .00 134.50 292.00 10.000 3500.00 890.45 1.97 1.67 .00 161.95 292.00 • 11.100 167.00 685.57 .00 .22 .00 75.84 125.00 11.100 276.00 686.21 .64 .25 .00 88.47 125.00 11.100 384.00 886.63 .43 .27 .00 92.74 125.00 11.100 948.00 888.03 1.39 .37 .00 104.23 125.00 11.100 1489.00 888.90 .87 .42 .00 111.61 125.00 11.100 3500.00 890.97 2.07 .52 .00 129.70 125.00 11.150 167.00 885.63 .00 .06 .00 66.30 70.00 ' 11.150 276.00 886.27 .65 .07 .00 74.86 70.00 11.150 384.00 886.71 .44 .08 .00 78.14 70.00 11.150 948.00 888.15 1.44 _12 .00 84.89 70.00 11.150 1489.00 889.04 .90 .15 .00 88.49 70.00 11.150 3500.00 891.16 2.12 .20 .00 99.28 70.00 PAGE 64 PAGE 65 11.200 167.00 885.65 .00 A- .00 42.00 40.00 11.200 276.00 886.30 .65 .03 .00 42.00 40.00 11.200 384.00 886.74 .44 .03 .00 42.00 40.00 • 11.200 948.00 888.17 1.43 .02 .00 42.00 40.00 • 11.200 1469.00 889.03 .96 -.03 .00 42.00 40.00 • 11.200 3500.00 890.86 1.83 -.30 .00 42.00 40.00 • 11.300 167.00 892.9E .00 7.33 .00 269.35 129.00 • 11.300 276.00 893.11 .13' 6.61 .00 284.98 129.00 • 11.300 384.00 893.21 .10 6.47 .00 297.07 i29.00 • 11.300 948.00 893.59 .38 5.42 .00 340.47 129.00 11.300 1489.00 893.83 .24 4.80 .00 368.60 129.00 • 11.300 3500.00 894.37 .54 3.52 .00 388.31 129.00 • 11.400 167.00 892.98 .00 .00 .00 233.32 41.00 • 11.400 276.00 893.11 .13 .00 .00 245.92 41.00 • 11.400 384.00 893.21 .10 .00 .00 256.81 41.00 • 11.400 948.00 893.60 .38 .0i .00 297.51 41.00 • 11.400 1489.00 893.B5 .25 .G2 .00 324.15 41.00 • 11.400 3500.00 894.43 .59 .Ci .00 340.32 41.00 3 26JUN00 13:22:06 SECNO Q OWSEL DIFKSP DIFKSK DIFKWS TOPWID XLCN 11.500 165.00 892.98 .00 _00 .00 255.11 41.00 11.500 264.00 893.11 _13 .00 .00 264.90 41.00 11.500 360.00 693.21 .10 .G0 .00 272.74 41.00 11.500 863.00 893.60 .39 .01 .00 302.23 41.00 11.500 1355.00 893.87 .26 e. .00 321.75 41.00 11.500 3300.00 994.49 .63 .06 .00 332.48 41.00 • 11.550 165.00 892.98 .00 .00 .00 210.88 71.50 • 11.550 264.00 893.11 .13 .00 .00 212.22 71.50 • 11.550 360.00 893.21 .10 .10 .00 212.22 71.50 • 11.550 863.00 893.59 .38 - ni .00 212.22 71.50 • 11.550 1355.00 893.84 .25 -.03 .00 212.22 71.50 • 11,550 3300.00 894.37 .54 -.12 .00 212.22 71.50 • 11.600 165.00 692.97 .00 -.01 .00 149.75 152.80 11.600 264.00 893.10 .12 -.01 .00 161.24 152.60 • 11.600 360.00 893.19 .09 -.02 .00 169.39 152.60 • 11.600 863.00 893.52 .33 -.07 .00 200.17 152.80 • 11.600 1355.00 893.70 .18 -.34 .00 217.43 152.80 • 11.600 3300.00 094.51 .81 _14 .00 245.00 152.80 12.000 165.00 892.99 .00 _02 .00 68.18 258.21 12.000 264.00 893.14 .15 .04 .00 77.36 258.21 12.000 360.00 893.26 .12 .07 .00 85.01 258.21 12.000 863.00 693.79 _53 _27 .00 118.13 258.21 12.000 1355.00 894.27 .40 .57 .00 151.86 258.21 12,000 3300.00 895.90 1.63 -.39 .00 206.93 258.21 • 13.000 165.00 893.07 _00 _07 .00 23.20 723.60 • 13.000 264.00 893.30 .23 .i6 .00 23.89 723.60 • 13.000 360.00 893.52 .23 _26 .00 24.57 723.60 • 13.000 863.00 894.67 1.15 _68 .00 29.36 723.60 13.000 1355.00 696.18 1.51 1.91 .00 157.75 723.60 13,000 3300.00 897.72 1.54 1.82 .00 221.23 723.60 • 14.000 165.00 893.78 .00 .72 .00 31.49 555.63 • 14.000 264.00 894.49 .71 1.19 .00 34.45 555.63 14.000 360.00 895.08 .59 1.55 .00 36.92 555.63 14.000 863.00 897.32 2.24 - 65 .00 51.42 555.63 14.000 1355.00 898.42 1.10 2.23 .00 81.26 555.63 14.000 3300.00 900.19 1.77 2.47 .00 143.90 555.63 15.000 164.00 897.32 .00 3.54 .00 16.27 564.67 • 15.000 258.00 897.77 .45 3.28 .00 18.12 564.87 • 15.000 349.00 898.10 .33 .3.03 .00 19.41 564.87 • 15.000 830.00 899.92 1.61 2.60 .00 31.71 564.87 • 15.000 1304.00 901.61 1.69 3.20 .00 141.23 564.87 15.000 3300.00 903.47 1.86 3.29 .00 218.31 564.87 1 26JUN00 13:22:06 SECNO Q CWSEL DIFKSP DIFKWX DIFKWS TOPWID XLCN • 2000.000 164.00 901.52 .00 4.20 .00 19.40 227.86 • 2000.000 258.00 902.06 .54 4.29 .00 25.21 227.86 • 2000.000 349.00 902.55 .49 4.45 .00 43.44 227.86 • 2000.000 830.00 903.70 1.14 3.78 .00 138.33 227.86 • 2000.000 1304.00 904.18 .48 2.57 .00 183.83 227.86 • 2000.000 3300.00 905.24 1.06 1.77 .00 236.30 227.86 1 26JUN00 13:22:06 PAGE 66 PAGE 67 PAGE 68 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 4.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO_ 4.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 4.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL t CAUTION SECNO= 4.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 4.000 PROFILE- 2 .20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 4.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY ' CAUTION SECNO- 4.000 PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 4.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 4.000 PROFILE- 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 4.000 PROFILE= 5 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 5 PROBABLE MINIMUM SPECIFIC ENERGY ' CAUTION SECNO- 4.000 PROFILE= 5 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 4.000 PROFILE= 6 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 6 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 4.000 PROFILE= 6 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 5.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO- 5.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 5.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING WARNING SECNO= SECNO= 5.000 6.000 PROFILE= PROFILE= 6 CONVEYANCE CHANGE OUTSIDE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 6 CONVEYANC7E CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 7.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 7.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 7.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 7.000 PROFILE= 2 CRITICAL DEPTH ASSUMED ' CAUTION SECNO= 7.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 7.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 7.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 7.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 7.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 7.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 7.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 7.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 8.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 8*011 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND== 8.000 PROFILE- '3 'CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 26JUN00 13:22:06 WARNING SECNO= 9.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.I00 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 9.100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.100 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.100 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO-= 9.100 PROFILE- 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND= 9.100 PROFILE- 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO== 9.200 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 9.200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 9.200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNC= 9.200 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.200 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO= 9.500 PROFILE= 1 CONVEYANCE CHANGE OUTSI➢E ACCEPTABLE RANGE WARNING SECNO= 10.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.100 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND= 11.100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO- 11.100 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.100 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNG= 11.200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.200 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.200 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.300 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 21.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECND= 11.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 69 I ' WARNING SECNO- 11.300 PROFILE- 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.300 PROFILE- 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.400 PROFILE- 1 CONN7EYAF=E CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.400 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECNO- 11.400 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.400 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.400 PROFILE- 5 CONVEYAS- CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.400 PROFILE- 6 CONVEYAS- CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.550 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.550 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.550 PROFILE- 3 COlR'EYA&- CHANGE OUTSIDE ACCEPTABLE PAM.'GE WARNING SECNO= 11.550 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.550 PROFILE- 5 CON'VEYAS- CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.550 PROFILE- 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.600 PROFILE- 1 CONVEYAS- CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.600 PROFILE- 2 CON'VETAN- CKXKSE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.600 PROFILE- 3 CONVEY),!= CHANGE OUTSIDE ACCEPTABLE RANGE 1 26JUN00 13:22:06 WARNING SECNO-- 11.600 PROFILE- 4 CONVEYICc- CHANGE OUTSI➢E ACCEPTABLE RANGE WARNING SECNO- 11.600 PROFILE- 5 CDN`aYhY =' CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 11.600 PROFILE- 6 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11.600 PROFILE- 6 PROBABLE MINIMUMM SPECIFIC ENERGY CAUTION SECNO= 11.600 PROFILE= 6 20 TRIALS ATTE112TED TO BALANCE WS£L WARNING SECNO= 13.000 PROFILE- 1 CONVEYAS= CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 13.000 PROFILE- 3 CONVEYPS.- CHkXGE OUTSIDE ACCEPTABLE RANGE WARNING SECNC- 13.000 PROFILE- 4 CONVEYAE- Ceik'ZGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 13.000 PROFILE- 5 CRITICAL DEPTH ASSUMED ' CAUTION SECNO--= 13.000 PROFILE- 5 M.INIMUM. SPECIFIC ENERGY WARNING SECNO- 14.000 PROFILE- 1 CONVEYA::-, CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14.000 PROFILE- 2 CGMEYAS- CF-ANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15.000 PROFILE- 2 COI;VEYhtCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECND- 15.000 PROFILE- 3 CONVEYFI.- CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 15.000 PROFILE- 4 CRITICAL DEPTH ASSUMED CAUTION SECNO- 15.000 PROFILE- 4 M.INIMUM. SPECIFIC ENERGY CAUTION SECNO= 15.000 PROFILE= 5 CRITICAL DEPTH ASSUMED CAUTION SECNO= 15.000 PROFILE- 5 M.INIMUMM SPECIFIC ENERGY CAUTION SECNO- 2000.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2000.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2000.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 2000.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- . 2000.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO- 2000.000 PROFILE- 3 CRITICAL.' DEPTH ASSUMED CAUTION SECNO- 2000.000 PROFILE- _ MINIMUM. SPECIFIC ENERGY CAUTION SECNO= 2000.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO- 2000.000 PROFILE- 4 MINIMUM SPECIFIC ENERGY CAUTION SECNO- 2000.000 PROFILE- 5 CRITICAL DEPTH ASSUMED CAUTION SECNO- 2000.000 PROFILE- 5 MINIMUM. SPECIFIC ENERGY CAUTION SECNO- 2000.000 PROFILE= 6 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2000.000 PROFILE= 6 MINIMUM SPECIFIC ENERGY ' PAGE 70 Extrapolated S00-Year Discharges Extrapolated *2-1ear *5-}'ear *10-Fear *50-}ear *100-tear 500-}ear Stream Discharge Discharge Discharge Discharge Discharge Discharge Location Station (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) AtFCRID 0 168 284 400 1007 1584 3800 1950 167 280 392 977 1535 3900 Doumstream 4200 167 276 384 948 1489 3500 County Road 36 Upstream 4330 165 264 360 863 1355 3300 County Road 36 * Values for 2, 5, 10 , 50, and 100-year discharge from Icon Engineering, August 1999. No Text No Text No Text No Text No Text --- _ —_ __ _ —_—_ — — LEGEND SEECED / MULCHED AREAS MGM-4 - _ _ _�_ A (SEE LM'DS ET FISH PLANS) -O PROPHESIED SET FENCE PROPOSED W,LET PRDIECiMAI —i S- - �� - _ _ •- ® PROPOSED VEHICLE 1RACNNC CORNMEAL ^e ANN ABN- - - - _ -_____ _- _- MIET PROTECTION (STRAW BALES) AN, INS ® AM Cg4,RMCTCN PARKING AND STORAGE \ - _ PROPOSED STORM DR.VN PIPE \ r FlLL AREA ----------- Ewsnxc 1' CONTOUR EXISTING 5' CORWR \ \ \ \ ti PROPOSED IN CONTOUR \\ \ -.a - PROPOSES 5' Cb1TWR CVT-FlLL BOUNDARY \ Oa M BEN STAGING _ �'� D R w Gv1i sA:'eae® ud µE�Ap YJ Inch I. BE ANDI SAY \\ A \ THIN aMaSAME a A INBSITIMI slaws AN NM a wN �RYtIMEISM s� e :IYx., \ \ \ \ \ \ INLET PwLx�sc�xP a�W BALES \ \ CUT AREA . ,. \ \ \ \ \ \ \ \ \ ` \ 1 i \ \ \ \ \ - y PROPOSED VEHICLE TRACKING caNma Of O IRS III Tj \ \ \ �._ \ fl AREA - - Z �, CE mmnoi m..�. x.. 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ISSLE DATE \\ \ \ ` NPOPisTM-M (cauNOmF o.,Ps APPR xna CPIPEIF R. 4 •CDN` \ ` \ �\ _ _ _ \ \ \\ \ \ \ BASE a A MRGE POKER r ELvVLN N05 (pw // ,\ \ \ \\ \OF FT. cOLX�OANM.) \AS im+s ARN \ L 1 /� \\ \ \\ AN.- REV6 d15: ` \ \ \ \ ` \ \ \ \ `� ! 1'` / \ .. IF \. ` \\ \ \ \ ERo90N CONTROL NOTES L lullullllliill IIII�II��II����NS 1.�.1_ !nlsnli:il H WE IarcDIN MEN R ROBINSON 24 REUNION � IN mnmwna a THE PRGRER,Y SMALL BE INSTEAD AND MAINTANED AT ALL DMES DM SO A LEAST My ON HE X¢ To pNEVENT SOM-WU m rn )RAGA ALL FARE D15NR81NG AI WALL HE IMMEDIATELY DISCONTINUED LEGEND DUST TYENicrs ADJACENT P OPERTES AS DETERMINED By ME DEC OF SST NE 2.' ALL REWRP RIIIERR NET EUKfw SMALL BE NS,NIm PRO! ,O µY u1p-g5ry1®Np ACIINtt ISCO (OLIVER UM (SO4 SURPRISURPRISEfAww', aPUNOM0. ERALL (UNITSN. (UNITSgW01 A MAN MEMORMEMORMEMORIES.MIEW IRIS SOUL ED SERAMEN AS ADOPTS IN Dz mS AM�CMN WE ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES BNALL R RRUECIm AND REMAINED DR EROSION CONTROL APPRPhD SEEN MONm.L EN µD ERVyON WI1RLL REPMN, MVNflxc,ED As NECESSARY AFTER EACH Rrt UNDEVENT IN DRCE TO A9..E CONTINUES PERFORMANCE a THEM INTENDED EUNCTON. ALL ISLANDS s aMENTs. PAvw n.nTHEME! ON NAME PLAN �-osD.MNm.EUTA1wN SMML ENDPRONTRIEu AIB RTAED "RESERVOIRPO.mE, RPERFORMANCEAL EYEADISAY SURACD.. SHALL BE REMOKO AND oiIDONED OfixEA MANN I N ANY I➢CADON sNAS NOT TO OF � ASSUMPTION RURAL RE UN AI US HIS AREA REphN® FOR M@ NAa 1"BUT AoON THEw s IEc SENNOAcnru Mum a T PRHIRE. = R .TR . E INTO Y [MARGIN EMS oovm DURING u DmURexO ROUGHLY lSHawxO, WAN SA Nry INSTALLATIONS AN SEAL STOCKPILE .STALL EA Ex (10)) rtn I wnTEEla�x ALL SUL SILT zSaw'Aw, FILLING. EEL) SMALL R KEPT IN A RDDRENED COHEN BY R M ME IN AMEMB EFEET ANYTHING,AFF�SErzS LYING. ANY F FRA TRAMREMAORT By SURFACEMA SHEET NUMBER: LML %RxUATm. UP OTNm PERMANENT µWON LLTRm¢ ALm. xO SEES rsON BuoMMR�E SMALL BE AxDM IN MEANS GUIvu PREMIUM s,RET RwTSR-wxY SEARLE IDwx MsasD MY R imw AN GTE uwNArva PACIFISTS THE WARNING. nRG GT SOLO u ANY OTHER MAHuvAL DE SON MI SAM MR,Y (SE) BAYS BODE REQUIRES 1FMh'PARY u FIRM GONIMy unllwL wwscAPxs. E,c) rs IxsTALMD, was OTHUENAS . m�� pr DAY FRUITS BY ON FROM ANY AUD ANY ixA➢HERTwT BENGSTON MATERIAL RURAL BE ONGG M�wNED IMMEDIATELY BY THE CONTRACTOR. C1.8